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7.9-166 Full Set
: EPT DESIGN i EAST GREEN STREET PASADENA, CA 91106 PHONE.- (626) 795-2008 FAX: (626) 795-2547 CONTACT: E-MAIL-, #-# i 14 { 10 1 ;'I� 11111111L fr IR?: iIM j PHA' A.,,o -Zliiiilli:e7 111010 CUT 39892 CY FILL 43175 CY NET '3 CY . ■iCUT 4 "y 5 CY FILL 25 CY NET " i 9 CY (EXPORT) I Awl NOT TO SCALE Eat TE* - E CONTRACTOR MUST POSSESS THE FOLLOWING LID LICENSES: V'-��:77W "'ff 3 RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31 PUBLIC r ; � r DIRECTOR r # s. rAPPROVAL RECOMMENDED BY: *� �.KS DIRECTOR 0 I 40.' -Zliiiilli:e7 111010 t DESCRIPTION WATER R-E-90--URCES DEPARTMENT DATE No. DATE 7.9-166 03/27/0 ADDRESSED CITY OF BAKERSFIELD COMMENTS , � RECREAVON DEPARTMENT DA f BAKERSFIELD SPORTS VILLAGE Vf*% I ki JL PHASE 1 SOCCER PLEA 8wte1 l/No.: 3168.01 I 40.' R =0"* V M036 1 " r"401*5 V"IUSPORTo BUILDING EL.ECTRICAL LAND PE No. DATE DESCRIPTION COVER SHEET COI SINGLE LINE DIAGRAM E --O PHASE 1 PLAN LO.0I27,09 ADDRESSED CITY OF BiERSFIELD COMMENTS SHEET INDEX CO2 SYMBOLS GENERAL NOTES, DETAILS LANDSCAPE CONSTRUCTION L1 .01 ISE AP CV03PANEL SCHEDULES, DETAILS E-0.1 LANDSCAPE CCS C "I I L1.02 NOTES CV04 11 TLE 2 4 E-0,2 LEGEND C05 FIXTURE SCHEDULE, TITLE 24 E-�D. LANDSCAPE CO TRUCTIO CI.03 PAVEMENT SECTIONS CV06 PARTIAL SITE ELECTRICAL PLA E-1 LANDSCAPE CONSTRUCTION DETAILS L1.04 CONSTRUCTION NOTES CV07 ELECTRICAL- RESTROOM AND E LANDSCAPE CONSTRUCTION DETAILS L1.0 � CONCESSION PLAN, LIGH TING- RESTROOM LANDSCAPE CONSTRUCTION DETAILS L1.06 DEMOLITION PLAN D 01 AND CONCESSION PLAN � LANDSCAPE IRRIGATION L2e01 PARTIAL SITE PLAN SPI LANDSCAPE IRRIGATION L2.02 PARTIAL SITE PLAN SP02 LANDSCAPE IRRIGATION L2.03 FIELD DIMENSION PLAN DP01 LANDSCAPE IRRIGATION L2.04 FIELD DIMENSION PLAN DP02 LANDSCAPE IRRIGATION N L2®D LANDSCAPE IRRIGATION L2®O GRADING PLAN GDO1 LANDSCAPE IRRIGATION L2.07 GRADING PLAN GRADING PLAN CO2 GD03 %SITE ELgCoTRICAL LANDSCAPE IRRIGATION L2.08 GRADING PLAN GD04 LANDSCAPE IRRIGATION L2.09 GRADING PLAN G 05 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS SEO LANDSCAPE IRRIGATION L2.10 GRADING PLAN GDO6 OVERALL EL.ECT'ICAL. PLAN SEOO LANDSCAPE IRRIGATION C2.11 GRADING PLAN GDO7 PHASE I SOCCER POWER PLAN SE01 LANDSCAPE IRRIGATION LEGEND C2.I2 GRADING PLAN DO PHASE 1 SOCCER POWER PLAN SE02 GRADING PLAN C D9 PHASE 1 SOCCER POWER PLAN SE03 LANDSCAPE IRRIGATION DETAILS L2e1 PHASE 1 SOCCER POWER PLAN SE04 LANDSCAPE IRRIGATION DETAILS L.4 STORM DRAM PLAN SDO1 PHASE 1 SOCCER POWER PLAN SE05 LANDSCAPE IRRIGATION SLEEVING PLAN L2.15 STORM DRAIN FLAN SD02 PHASE 1 SOCCER POWER PLAN SE06 LANDSCAPE PLANTING L3.01 STORK DRAIN PLAN SDO3 SINGLE LINE DIAGRAM SEDC SERF DRAIN PLAN SD04 PANEL SCHEDULES, LOAD, FAULT CURRENT CALCULATIONS SEO LANDSCAPE PLANTING LeOiry� STORM DRAIN PLAN SD05 FIXTURES SCHEDULE SE09 LANDSCAPE PLANTING L3.03 ELECTRICAL DETAILS SE01 D LANDSCAPE PLANTING L3.04 PAVING PLAN P 01 ELECTRICAL DETAIL E011 LANDSCAPE PLANTING L3.05 PAVING PLAN I$ LIGHTING DETAILS E012 PAVING PLAN PV03 LANDSCAPE PLANTING L3.06 PAVING PLAN PV04 LANDSCAPE PLANTING L3.07 LANDSCAPE PLANTING L,.D WATER PLAN WL01 LANDSCAPE PLANTING L3.09 WATER M WL02 WATER PLAN C LANDSCAPE PLANTING L.10 WATER PLAN WL04 LANDSCAPE PLANTING DETAILS L,11 WATER PLAN WL05 WATER PLAN WL06 SEER PLAN SCD1 SEWER PLAN SCO2 SEWER PLAN SL03 SEWER PLAN SL04 SEWER PLAN SL05 HORIZONTAL CONTROL PLAN HC01 HORIZONTAL CONTROL PLAN HCO2 SIGNING AND STRIPING PLAN ST01 SIGNING AND STRIPING PLAN ST02 DETAILS DT01 DETAILS DT02 DETAILS DT03 DETAILS SPORTS FACILITY DETAILS DT04 DT05 %STRLJCTURAL SPP COVER S PPI GENERAL NOTES S01 LAKE, D9_819N. SWPP S PP2 GENERAL NOTES S002 SPP SWPP3 GENERAL NOTES S002A WATER FEATURE PLAN, NOTES & LEGENDS WF01 TYPICAL DETAILS SODS ENLARGED LAKE AND PIPING PLAN WF02 TYPICAL DETAILS S004 WATER FEATURE DETAILS WF03 TYPICAL DETAILS SOOS TYPICAL. DETAILS S006 CATER FEATURE DETAILS WF04 FOUNDATION PLAN S101 WATER FEATURE DETAILS WFO5 ROOF FRAMING PLAN SECTIONS AND DETAILS 5102 S40I WATER FEATURE DETAILS/WATER QUALITY FILTER WF06 SECTIONS AND DETAILS S402 WATER FEATURE DETAILS WF07 PUMP STATION PLAN & SECTION WFO8 PUMP STATION PLAN & SECTION WF09 ARCHITECT L MECHANICALIELUMBING wi9n�lw 1 R rt 4 C. ri7 i M i GENERAL NOTES G1 .00 MECHANICAL SITE/FLOOR PLAN 1 SITE PLAN G1.01PLUMBING SITE FLOOR PLAN P-1 GENERAL NOTES G1 .02 FLOOR PLAN & DOOR SCHEDULE A1.01 REFLECTED CEILING PLAN ROOF' PLA AI.02 sit �q, S ENLARGED RESTROOM PLAN & INTERIOR LEVATIONS A1.03 A1.04 � NO. ae$fV Qq section 42�6/421 of the eELEVATIONS 7eMpieyt code � Y SECTIONS Al *O5 EV. 06/OM/09 dig alwt Wontification nuE7 be be before V ip �yY ALC SECTIONS DETAILS A2sOI " t to excavate will b valid. DETAILS A4e01 DETAILS A4.02 C (2 w g days before you dig. DETAILS A4.0.3 1101 11,1111, 7.9-166 Dile Name: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3168.01 Drawn: D , AC I Deeigner. MSB, RLP BAKERSFIELD SPORTS VILLAGE SHEET INDEX SHEET NO. Date: 01---09 Checked : A CV920 2 4Mlltm����� Wm ■ tin k i C DESCRIPflON ADDRESSED CITY OF BAKERSFIELD oft .............. SEE SITE ELECTRICAL PLANS FOR KEYMAP 0 7.9-166 SHEET NO. BAKERSFIELD SPORTS VILLAGEIli DEPARTMENT Mt NU. 3168.()l jj # it ; �. i PHASE SHALL5. THE ENGINEER PROCEDURES MSIRODIM OR SAFETY PRECAUTIONS RAO;. O #ilr PROGRAMS ltM►O#iA WORK, i .:. " RESPONSIBLE s aR rr Ir- FOR " CONTRACTOR'S � �. � c' R FAILURE Mr CARRY .rYM WORK IN ACCORDANCE .R CONTRACT i� COORDINATING 11. THE ENGINEER AND APPLICABLE PPAB AGENCY MUST .- APPROVE, PRIOR it R CONSTRUCTION, O A",. ALTERATIO OR VARIANCE FROM THESE PLANS. ANY VARIATIONS FROM THESE PLANS SHALL BE PROPOSED ON CONSTRUCTION FIELD PRINTS AND 12. ANY INSPECTION BY THE CITY, COUNTY, ENGINEER, OR OTHER JURISDICTIONAL AGENCY., SHALL NOT, I ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION COMPLIANCE k, i APPLICABLE #X B OD AND AGENCY ;, ilk Q; R 14. THE !Ir MAKES REPRESENTATION _ PMtk R GUARANTEE A ilk'"4 iN":__*"ii; EARTHWORK iIR. ..pK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL BALANCE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES AND CONSTRUCTION METHODS THAT ..E BEYOND THE CONTROL OF THE MR 16. FINISHED GRADES SHOWN ON THESE PLANS ARE THE FINAL FINISHED GRADES. CONTRACTOR IS RESPONSIBLE FOR OVER -EXCAVATING LANDSCAPE AREAS TO ALLOW FOR PLANTING AND U11UTY TRENCHING SPOILS AND FOR THE FINAL LANDSCAPE TREATMENT (DECOMPOSED GRANITE, LAWN, ETC.). wit :::' -: IIAYr 1wr j uN N IT, L44 Date: 01-28-09 : ! By. AMS 3 DESCRIPTIONM 03/27/09 i 1ADDRESSED CITY OF q III qIIIII Jill SIU+ 7k, � MN M ' Y19 7.9-166 2 EA 1 EA 5 EA 1433 LF 2 EA EA EA 1562 LF 1 EA K91owl 'A, 1153 LF 2 EA 1 EA 1984 LF 2 EA 4 EA 14 EA 1 EA 1 EA 1 EA 1 EA 937 LF 1 E 2 EA 1 EA 1 EA 1 EA 1 EA 1 EA Drawn: ; Date: 8AMS PHASE 1 SOCCER COMPLEX 4 EA 32 EA 16 EA 827 LF 1 E 1 EA 1 EA 1 EA 1 E 1 EA 1449 LF IUI 11 7.9-166 if -140-00t � 1 95.00$ S.D 77.77# I "m TL'm, �% T 7 ....... ....... Cww"FkITY OF BAKERSFIELD,WORKS3168.01 Dote THE BEARING OF NDB° 5°VE FOR THE EAST LINE OF THE EAST HALF AND NOO* 1'D E FOR THE WEST LINE Ito OF THE E ST HALF OF SECTION 33, T.30S, R.7E, MDM 1 1WAS USED AS THE BASIS OF BEARINGS HEREON. R� AymooWi,s- D 3 $ "R PERTY LINE wil RIGHT OF WAY LANDSCAPE SETBACK E. �_ EMT. W WATER LINE Ess 1 ST. R W1 I SWR SEWER LINE A h. Lj—s CAS CAS EINE & NO. 71123 33 E, 37.07 . 06/30/09 _N1D° 1' O STORM DRAIN LINE FIS EIRE HYDRANT � IWoMWN VLV WATER VALELG � AD AREA DRAIN CB CATCH BASIN GALE: 1 100' FUTURE OF DRINKING FOUNTAIN 100 50 0 100 200 SIGNALIZATION S SioRm RAIN MANHOLE 7.9-166 D ERS H SEWER MANHOLE 5 SCALE FEET Drawn.- DLR C BAKERSFIELD . SPORTS D �I n r MSS RLQ , PARTIAL SITE PLAN Checked By. AMS PHASE 1 SOCCER COMPLEX t ....... ....... Cww"FkITY OF BAKERSFIELD,WORKS3168.01 Dote THE BEARING OF NDB° 5°VE FOR THE EAST LINE OF THE EAST HALF AND NOO* 1'D E FOR THE WEST LINE Ito OF THE E ST HALF OF SECTION 33, T.30S, R.7E, MDM 1 1WAS USED AS THE BASIS OF BEARINGS HEREON. R� AymooWi,s- D 3 $ "R PERTY LINE wil RIGHT OF WAY LANDSCAPE SETBACK E. �_ EMT. W WATER LINE Ess 1 ST. R W1 I SWR SEWER LINE A h. Lj—s CAS CAS EINE & NO. 71123 33 E, 37.07 . 06/30/09 _N1D° 1' O STORM DRAIN LINE FIS EIRE HYDRANT � IWoMWN VLV WATER VALELG � AD AREA DRAIN CB CATCH BASIN GALE: 1 100' FUTURE OF DRINKING FOUNTAIN 100 50 0 100 200 SIGNALIZATION S SioRm RAIN MANHOLE 7.9-166 D ERS H SEWER MANHOLE 5 SCALE FEET Drawn.- DLR C BAKERSFIELD . SPORTS D �I n r MSS RLQ , PARTIAL SITE PLAN Checked By. AMS PHASE 1 SOCCER COMPLEX CM _ ---- e �. _ Wnw— 00 16 R IMIT _'m I TIT7171 7W IF e4,1 F- I li+n �V '"�'^\"�•'^'"''' /mss (j*�°j \< I--- , L1 r-- , 1- - - ..✓ , e / ,- - - � _ ........w-_._. __�...._ .�..�...— �.._.-..._ � R� .tet � _.--. � � i 7,177 F__r/ 7 19-F-7/ fill -V' ",41_1 1 L __\ � __4�4 11�_ i i A \ /z\ S- o— o 14— rw»ww1q�p'r wrr . ' �w► ■r`, . File Name: Job •3168.01 Dote: ce0,-2M-09 SITE F TO RE PER ZONE CHANGE 06-1002 Lr;g& r P;sm PORTION = THE SOUTHEAST QUARTERj !YPICAL PARKING SPACE: 9'xi 8' REVISIONS DESCRIPTION 03/27/09 ADDRESSED CITY OF BAKERSFIELD COMMEN �J 2 / 73� w CB CATCH BASIN DF DRINKING FOUNTAIN 100 0 0 100 20 SDMH STORM DRAIN MANHOLE MH SEWER MANHOLE SCALE FEET i . BAKERSFIELD » PHASE 1 SOCCER COMPLEX Checked »: y. AMS 'wwrr 0 o li ail � iz: a m j 0 M F_ FG i.'O CONSTRUCT 8' WDE SIDEWALK PER 3782 SF :�j E : v :. .... •`. ;5���t ` +` i�' ... ■ .. fin.. -. L' T- "' 3 4261 a^ 16 M642.42 Fr FG_ 43. 0 � n F, G�=4.,60 �=43.60.. p 0 91 R ►s}rr *. ilu 3168.01 ..,.... PUBLIC WORKS DEPARTMENT . Date: 01-28-09 ySEE �. " PAVING A ADD111ONAL INFORMATION J 2.57 1.P-42 61 ;. I a Ar RLP Checked By. AMS BAKERSFIELD SPORTS t PHASE 1 SOCCER COMPLEX 7.9-166 M IM RIA wo, ......................... . . . . . . . . . . . . . Dote: 01-28-09 i LIMITS OF I 'DISTURBANCE! EX� 0 Ek IL 4' 5, 2'8 11 THORTON AVENUE Drawn: DLRt AC viii BAKERSFIELD SPORTS VILLAG Designer MSB,. RLP Checked By. AMS PHASE 1 SOCCER COMPLEX 1-j REVISIONS DESCRIPTION ADDRESSED CITY OF BAKERSFIELD COMMEN ISSUED WITH ADDENDUM #1 M-4 WA GBADING NOIES 1 CONSTRUCT 12* WIDE SIDEWALK PER 8063 SF -IV- -1W- 7 Ift"Mm" 1,2 1 CONSTRUCT 8) WIDE SIDEWALK PER 4577 SF 1 �E� ml NO STD. DTL. S -3 - CONSTRUCT 6.5" WIDE SIDEWALK PER 2178 SF C.O.B. STD. DTL. S-3. i LIMITS OF I 'DISTURBANCE! EX� 0 Ek IL 4' 5, 2'8 11 THORTON AVENUE Drawn: DLRt AC viii BAKERSFIELD SPORTS VILLAG Designer MSB,. RLP Checked By. AMS PHASE 1 SOCCER COMPLEX 1-j REVISIONS DESCRIPTION ADDRESSED CITY OF BAKERSFIELD COMMEN ISSUED WITH ADDENDUM #1 M-4 WA RE Section 4216/4217 of the government code requires a dig alert identification number be issued before a *permit to excavate will be valid. Call (2) working days before you dig. GBADING NOIES 1 CONSTRUCT 12* WIDE SIDEWALK PER 8063 SF -IV- -1W- 7 Ift"Mm" 1,2 1 CONSTRUCT 8) WIDE SIDEWALK PER 4577 SF STD. DTL. S -3 - CONSTRUCT 6.5" WIDE SIDEWALK PER 2178 SF C.O.B. STD. DTL. S-3. RE Section 4216/4217 of the government code requires a dig alert identification number be issued before a *permit to excavate will be valid. Call (2) working days before you dig. 12: 111mmpmw-lw 1031001, -GES AQING NOTES CONSTRUCT 12' WIDE SIDEWALK PER 8063 SF EX P=43A' 2 CONSTRUCT 8' WIDE SIDEWALK PER 4577 SF FG=42.00,. TD. DTL. S-3. FG -L42.00 Li CONSTRUCT 4'WIDE X 3' DEEP 1919 LF DRAINAGE TRENCH PER DETAIL 07 34 4 00 ON SHEET DT05. �4�1. 5 5► 1342, FG,=41. 0 TA 10 EA L I INSTALL 6t PERFORATED NYLOPLAST 242 BUBBLER DRAIN BASIN PER DETAIL ROME r) -7 IV �m ON ET DT05. 2 5 7 SF CONSTRUCT 6.5 WIDE SIDEWALK PER -7: 2178 SF I Ill I I EK P=43,00 11 F 2.00 C.O.B. STD. DTL. S-3. FG=42-00-- 3 mc 344. --(3_____1____' + -N §46596.96 N� 646598.00 4 11120 LF 5 E 1 79096.71 9253.99 E� 1-6 E 167 81 WIDE SIDEWALK TL. S E3. :CT g EON CONSTRUCT U C.O.B.C.O. B STD. D CONSTRICT 6�5` W D.E. SIDE El X". C O.B STD. D L. S� L F 4 0 - I :1 4- ■il 111"'ll 11 1 H. H MAST �Pum I ZLIGHTING, SEE ELECTRICAL PLANS. (TYP.) FG -43-60 a 9 R 0 12:1 9 'COOPITY OF BAKERSFIELD, CALIFORNIA p V_ ,14 C14 kil ............... ............... ............... . . . . . . 41 JA Job No.: 3168.01 7FUBLIC WORKS DEPARTMENT 11 Date: 01-28-09 Drawn: D�R, AC Desi ner. MSB, RLF Checked By. AMS MAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX GRADIN43 PSHEET NO. LAN GDO5 f............. ..... 0 2 .................. "PIRn- dr .......... ...... ...... GRADIN43 PSHEET NO. LAN GDO5 f............. ..... 0 2 .................. i Job ! 3168.01 Drawn: Designer.* Ar RLP Checked By. 'S; BAKERSFIELD SPORTS ` AAp AAA►:' VILLAGE PHASE 1 SOCCER COMPLEX 0 r. TION ADDRESSED"" CONSTRUCT 6.5* WIDE SIDEWALK PER 2094 SFC.O.B. DD r ill► Air t CONSTRUCT 12' WIDE SIDEWALK PER 7296 SF CONSTRUCT ',' WIDE SIDEWALK PER 5686 CONSTRUCT DRAINAGE TRENCH PER DETAIL 07 ON SHEET DT05. INSTALL 6# PERFORATED NYLOPLAST 4 EA' BUBBLER DRAIN BASIN PER DETAIL ON SHEET :. CONSTRUCT 6.5* WIDE SIDEWALK PER 2094 SFC.O.B. DD r ill► Air t REvisIoNs No, DATE DESCRIPTION 03/27/09 ADDRESSED CITY OF BAKERSFIELD COMMENTS MATCHLINE SEE SHEET GDO5 s-ra• 22�► .00 w ET NO. SHE BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT GRADING PLAN tminj PHASE 1 SOCCER COMPLEX GD06 CONSTRUCT 12s WIDE SIDEWALK PER 7296 SF D. 3 CONSTRUCT 10' WIDE SIDEWALK PER 5686 SF ...........:...:. CONSTRUCT 4!WIDE X 3' DEEP LF DRAINAGE TRENCH PER DETAIL 07 ON SHEET DT05, INSTALL 6" PERFORATED NYLOPLAST 4 A BUBBLER 07 ON SHEET - -: CONSTRUCT 6.15' WIDE SIDEWALK PER 2094 SF ET NO. SHE BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT GRADING PLAN tminj PHASE 1 SOCCER COMPLEX GD06 =xw AM III i '`l '* I I File Namr. PUBLIC WORKS DEPARTMENT Job No.--. 31ee.01 Dots 01-28-09 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER ......... ...... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ............. .......... ...... i DESCRIPTION MrA �l =xw AM III i '`l '* I I File Namr. PUBLIC WORKS DEPARTMENT Job No.--. 31ee.01 Dots 01-28-09 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER ......... ...... I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ............. .......... ...... i DESCRIPTION MrA 500' 10U 4'Fc ' S� PARKING LOT as 00 S ALE 1.00% 1.007 8' S/W 195' I� SOCCER FIELD 500' (2 FIELD SOCCER POD) 195° � SOCCER FIELD w ,ate;MM Z s < i 6 "+,6 \.g 'j/' q9' �! '1d tied a� �6 fi. `sf '4P, ��F ^n \ �F 1�F 'i, !P ve � \t' \ \a" \f "+f �J ��J '\/ '04/ `•A' Y,F 'if DRAINAGE TRENCH (TYWP) SOCCER FIELDS SECTION WEST TO EAST SEE DETAIL 07 SHEET DT05 (LOOKING NORTH) N.T.S. . , (2 FIELDS) (2 FIELDS) SOCCER POD ,�•107 t00% .. (2 FIELDS) .0 0 Vii. 1. 0070 t rR * s *.. +r- SOCCER FIELDS SECTION EROM MCKEE ROAD TO FAIR PLAY DRIVE (LOOKING EAST) NT ,... .:....•.,wig- _. _ :: , .: `;.. Im ' 1 4' 1 ' 3" ASPHALT 1 MIN s4• -mss` ..$ ° �! •e •a • , � .+ ,� � � .� s + . 41, "® .A. ,.. � ": ® •• B. �s • • m �. - • s� •♦ • sir ' � • : �° � ... ,' " 16 HEADER CORD` " HEADER CURD 4 REDA ` ° DIOSALE GROANING PLANTER MIX 16" O.C. '`, DEPTH VARIES X � - 7: f \V S" CHDPE ,- Y 4 GRIL WRAPPED PERFORATED PIPE , S" ° �IN FILTER FADRIC DEPTH CARIES ,p ' ' DESCRIPTION flffi��'�[.ADDRESSED` W -j NORTH)LAKE TEMPORARY/RETENTION BASIN $ECTION ISSUED WITH ADDENDUM #1 Section 4216%4217 of the government code requires a dig alert identification number be issued before ai "permit to excavate" will be alld. Cali (2) working drays before you dig. 7.9-166 # _ Drawn: DLR, AC 1SHEET NO. BAKEA..FIELD ► PUBLICTS VILLAGE AAA. DEPARTMENTKS A ign_ OF B"AKER'S"'FIELD, GRADING SECTIONS Date: CheckedPHASE 1 ► " �►► � i 2 V I S 10 N S DESCRIPTION �►*CITY OF INSTALL STAR RAIN H{ ISA C.O.B. STa DETAIL S-2, TAPE B. - 3?'CB 1 1 � CONSTRUCT ATH ASIN T° PE A 2 A 4T rINV=338.50 %.�jSTALL 24"' RCP ST R DRAB PIPE. 377 LF5 L2=DI S 4 FOR PROFILE (81 INSTALL 36" RCP STORm r)RAIN PIPS' 560 LF J l 4! REIKLAIMED WATER TOP 3 SD=333.92 340 BOTW--336-67 CLEAR L-174.14' S 0.003 E /FT " RCP L 22 . S .t 030336 VI I \--L=° 7.95 2 S-0.0030 TT 361" RCP INV=333.33(FfJT. 24" N) AlHmooh' PLAY E =' 46.48P 36 S=0.00%30 FT/FT 36"1 RCP AI A 04,112411, EXISTING GROIN DI 2 SEE SD - 4 FOR PROFILE L n 0 f 4 of 360 a u co NZO 356 pp "352 " J l 4! REIKLAIMED WATER TOP 3 SD=333.92 340 BOTW--336-67 CLEAR L-174.14' S 0.003 E /FT " RCP L 22 . S .t 030336 VI I \--L=° 7.95 2 S-0.0030 TT 361" RCP INV=333.33(FfJT. 24" N) AlHmooh' PLAY E =' 46.48P 36 S=0.00%30 FT/FT 36"1 RCP AI A 04,112411, EXISTING GROIN DI 2 SEE SD - 4 FOR PROFILE L n 0 f 4 of W K e. N) F A-1 ,.--..R PL�AY DRIVE 338.50 SEE SD04 FOR PROFILE SEE SD04 FOR PROFILE :ice - � .. ....... �— L�17.95 332 S=0.0()30 FT/FT 36" RCP f 0.0030 F' '. 46+00 47+ 48+00 141, 9CM, M6.48 rO FT/FT RCP EXIS"nNG GROUND 11���&LO.0030 �T/FT 24"� RCP L 580000 4216/4217 of the government oode r+ukee 0 dig olert identlflMoto' n number be Issued before a "permit to excavate" will be valid. Coll (2) working days before you dig. PROFILE SCALE; HO►��IZa 7 JV = 40' VERT: 1" 4• 7.9-166 X MM 34 SDMH #11 LIMITS OF DISTURBANCE A:_. r ,, 4 41" RIM -344.56 INV=338.93(W INV=339.03(Nis •/, uJ�g /q, i! RSM F` 1Pn« 3 42 342 � P IE CB i338 338 - - -- -�-- . == "' / 9 W ^ 3 +. 'a�a Rmr '° '� / T k6t(j #4- �. ® '°tee ) d� INV=339177 . i ii0 �CP 14" F4n �CP PROFILE HORIZ.- EXISTING GROUND f.F 5 FT/�T 24" Rqj " 60+00 1' CITY OF BAKERSFIELD,ai. a�.. ,Il� ,, 344 1 1' STA: 63+95.79 LOOKING WEST gm INSTALLMEM DRAIN QQNSMOLN NOES STORM MANHOLE . CONSTRUCT CATCH BASIN TYPE A-1 2 EA PER C.O.B. 7 ) INSTALL 24" RCP STORM DRAIN PIPE. 404 LF ffiffilL E, O'• S Q.02 0 F /FT =�►•0 42 T/FT Oft At �.... 2 " RC SOCCEREMrLAY- DWE C802 TO 9LM- STA: 51+41-83 LOOKING WEST SEE SHEET SD02 BAKERSFIELD SPOK-T-85 VILLAGE PHASE 1 COMPLEX 7.9-166 1 GR=FG ELEVATION FG_ TOP OF SOD wHf _ 0 DESCRIPTION wid 40 20 0 40 SCALE FEET Drawn:. ;. AC BAKERSFIELD SPORTS VILLAGE Job No.: 3168.01 p=efg er. MSBS RLP PUBLIC WORKS DEPARTMENT STORM DRAIN PLAN 1,1 D01-28-09 Checked By. AMS PHASE 1 SOCCER COMPLEX 7.9-166 r I V111 L%L EDGE OF PAVEMENT CURVE TABLE Ali iU TRDCTI T CURVE LENGTH RADIUS DELTA TANGENT CONSTRUCT .33' AC PAVE fi T N 3 TALL MANHOLE FRAME COVER EA Cl 24.3 20.00 53'0748" 10.00 .' 22. ' .33 ABC, PER GEOTECHNICAL REPORT TO FINISHED CRADE.PER C.O.D. STD. C2 122.17 60.00 1061537" 66.67 FSC F/C AND C.O.B. STD. DETAIL ST -14. DETAILS S7 & S8. C3 20-36 20.00 31)7148" 10.00 CONSTRUCT $' VERTICAL CURS 2 LFQ4) CONSTRUCT EDTA CURBJYPE " " 107 LF C .3 20.00 �3�D7'" 10.00 STA. 0+3.0TTER PER , C.O.B. .DETAIL PER C.C.B. . DETAIL. ST -2. T �. FAIR PLAY DRI ST�-, TYPE C 27.62 60.00 1®55131" 6.99 UNLESS NOTED OTHERWISE A INSTALL TEMPORARY BARRICADE. C 20.29 20.00 '1 " « SCALE: NTS SDD LOP ROAD) C7 20.44 20.00 5302315" a06 � CONSTRUCT $ WIDE VIDEWAL RAMP, 7.29 5' ELECTRIC, CABLE, AND C8 28.22 60.00 16"3539" PRC C 2. 20.00 37'4" 10.00 STA: - 4.77 RRC PDE UTILITY CORRIDOR PER DETAIL ON SHEET DT01. 0 CONSTRUCT IDE VALLEY 33 SY 31.50* LT STA: 50+86.90 CUTTER PER C.O.D. STD DTL ST -7. 31.0 LT z PT -q-500070 M EXISTING GRAD , PROPOSED LT. I GVTTER, LT. m sw.urr .a�aw+. � swrq w�t�eis 'www wwr• +b KMwr¢ +MK ®f V +wa+w wd�wn rwMww rws�n ¢vaa�v a'Fivxe .rwr +are �Fwwr wwww .�,wnx I.nMN � waw.. r.wdn wwr. swwr +TF swy� W+�w+ +w+� �+�e�'+ w+�• wrw wm Mr• 344 00070 _ err Jl s i e 01-28-0,1 Designer:Drawn: DLR* AC Checked Bv: AMS PHASE51+00 52+00 53+00 A�AKERSFIELD SPORTS VILLAGE -, d NO. 71123 E a S 7.9-166 11 } km P° 4 41 4 168 OF V . - TCS i CURVE {E TO FINISHED GRADE.PER C.O.B. STD. .101 =Ng 4 44.54 DETAILS S7 • + qWI P.SIM 344s + 20.36 im, E 20.00 aP i �• 7#62 'a ullls,= 1 1:60% 0. 007* a 2 EA 9.94 pwwrrww 344.57 Q)O .A S CONSTRUCT 81 WIDE SIDEWALKRAMP, x K) re)�in f= •W- PER DETAIL ON SHEET DT01. j ED TOP 10.00 R -44,54 . . W CONSTRUCT IDE VALLEY 0. 0 y3 44.90 '•'r ..www , �...., ...� P=44.40 C.� ,. .x :: , . •�. -. `� . #�•c /... .. #E1. 1�, .. �. s. � 1 � .._�. �..� v i1M� s.. '�< :..,�A ... 1Mi. ,, ..�N4', � �x�w .. , .a..3: .. -. . :;�". AI! .�.. +'rte. �V. •-moi.. 11�.. ,,. .�f"_, is s ti; .{.�. t:.a T45.08 ,4e �^.•^+n'^3 { 001 BCR P--44.58 !Q=44.76 STA, 49+67.74 22.00' RT /7 P-4 .2V 6 PRC r STA- 49+84.77 P' 44.30 31.501 RT A • EEDGE I OF PAVEMENT CURVE TABLE 7 I CURVE {E TO FINISHED GRADE.PER C.O.B. STD. .101 =Ng 4 TANGENT `` ` i i DETAILS S7 • + 66.67 j _CONSTRUCT 592 LFI 20.36 im, E 20.00 110 i 7#62 'a ullls,= NMI- Q6) INSTALL TEMPORARY BARRICADE. 2 EA 9.94 Q)O .A S CONSTRUCT 81 WIDE SIDEWALKRAMP, x K) re)�in i•d PER DETAIL ON SHEET DT01. j ED TOP 10.00 [FAIR PLAY DRI i� ! gisjunaffalm PRC STA. 0+86.90 35;�p0yJ r'}per T 3 0 CONSTRUCT .33' AC PAVEMENT ON .33 • C, PER GEOTECHNICAL REPORT 1 '. DETAIL Y60Lj * VERTICAL B A GUTTER PER C.O.B. STD. DETAIL X0 - -6 sy 12 INSTALL MANHOLE FRAME ♦ COVER 1 EA 7 I l 22.00' LT TO FINISHED GRADE.PER C.O.B. STD. . 22-001 LT DETAILS S7 • # ..�M j _CONSTRUCT 592 LFI MEDIAN, + 110 i PER C.O.B. STD. DETAIL ST -2. NMI- Q6) INSTALL TEMPORARY BARRICADE. 2 EA 0 Q)O .A S CONSTRUCT 81 WIDE SIDEWALKRAMP, x K) re)�in i•d PER DETAIL ON SHEET DT01. 46 FUTURE _4"PAS-50+ ED TOP ti• '. . . W CONSTRUCT IDE VALLEY 33 SY y3 '•'r '. .7 STA: 49+67.74 f► 11,E -STA: 51+03.92 +moi w l 22.00' LT -.._.a . 22-001 LT # ..�M 00 + 110 i r- 'firF NMI- IrNt il_ pi A LLJ ori �®-- 0 _j + ' O K) re)�in i•d to toPROVO 46 FUTURE _4"PAS-50+ ED TOP ti• U9 04 777 •:: .e. �.�..�`'. .. ........„r.- .. ..w..r. ..e.m .w -..r.... �.. «- -n. ....." \.....v... -.en .�.......e'...: ..,. eS �y �S � � PJAIPLAY '��.. '•'r '. „� S� � �"'Y .IAS [ i � �S i�°' i�(� y :j}•�F �... P li �.. i',ii KSeil� L .,r,T iGJ 1iYY •. C.� ,. .x :: , . •�. -. `� . #�•c /... .. #E1. 1�, .. �. s. � 1 � .._�. �..� v i1M� s.. '�< :..,�A ... 1Mi. ,, ..�N4', � �x�w .. , .a..3: .. -. . :;�". AI! .�.. +'rte. �V. •-moi.. 11�.. ,,. .�f"_, is s ti; .{.�. t:.a . ,4e �^.•^+n'^3 { BCR STA, 49+67.74 22.00' RT w PRC r STA- 49+84.77 31.501 RT A M r PRC STA: x =: 51.22' RT7 .� 344 ECR STA4- 50+14.18 0�42 f► 11,E e +moi w C.,.4 # ..�M 00 + 110 00 - 1 .4- CD LLJ ori �®-- 0 _j + ' O K) re)�in ' to toPROVO I q" s ED TOP U9 04 TOF CU , LT. -U-500070 4 -50 MY.ww. wr,w w++e .v+.••.w �rNMY •wwtxnn rnwrn oRrP +A,vw. +upw. w.wear wM+ .www. wWa write +rwsal +W�wx a9.+"b •w.ww+ •wwrw• wwwaw wax.« www. wwrh. EXISTI G GRADE, ( E R�+�F��OS ED LT. �F ye ! t $ LT. RIX iMr � ' iNrr �r � yw f► 11,E e +moi w •._ V. .000 +ri : t; + 110 00 - 1 .4- CD CZ�'""'" + R P EMEN I q" s U9 04 344 -.. .u. wn-*w. .wrw. «ww.. u.ww. nw.... .w w �ri�.ew ..w.v+ �w..a•• ..r..�. .�..w� .w..w .,..,.. +..,.n ...cw+� www ..,..., ....... »...e. y....a .r+ww. ..n... a....+ j} jjj � Ey RIX iMr � ' iNrr �r � yw M .::......... �i �. ftte' 01-28-09 Checked By: Am$ E! ,,� f► 11,E e +moi w M .::......... �i �. ftte' 01-28-09 Checked By: Am$ E! ,,� f► 11,E +moi w so 'IkOPOSED- RT. r i 1 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX Section 4216/4217 of the government cede requires Q dig alert identiiie tion number be inued before a "emit to excavate" W41 be valid, Call (2) working days before you dig - PROFILE 'CAI E HOW: 1 a = 40$ PT.- 1 80 = 4� 348 7.9-166 L, r ELECTRICAL, 1, AND CABLE ... . ■ P- *.i. STA: 57+25.9 0%"9^ 8 ^^ . f%'V ^^ « - ! -orn%Av Aowf& BAKERSFIELD SPORTS VILLAGE Cil T F OB""AK E rrm 1" A %0"S F I E L Ew ')" (0 4�0; A L I F A u` m"'NIA PUBLIC WORKS DEPARTMENT #., _ .y.SOCCER i ';.5 R •. A.. t 3 '43 4.' t t FACE OF CURB CURVE TABLE CONSTRUCT 33' AC PAVEMENT ON ,. A J.i P O tr A1�r III► • GEOTECHNICAL .33 it AND. _ B M.-- . DETAIL 4 90*00105 1� Ism IZuuu31.42 ... GUTTER DETAIL TYPE t "E 47.40 i'2'037 .. .70 GRADE.PERC.O.B. DETAILS S7 & S8. 23.5955.96 CONSTRUCT 121 WIDE VALLEYGUTTER P UO SIDEWALK PER DETAIL ELECTRICAL, 1, AND CABLE ... . ■ P- *.i. STA: 57+25.9 0%"9^ 8 ^^ . f%'V ^^ « - ! -orn%Av Aowf& BAKERSFIELD SPORTS VILLAGE Cil T F OB""AK E rrm 1" A %0"S F I E L Ew ')" (0 4�0; A L I F A u` m"'NIA PUBLIC WORKS DEPARTMENT #., _ .y.SOCCER i ';.5 R •. A.. t 3 '43 4.' t t 51 SY EA "> A A 352 CONSTRUCT 33' AC PAVEMENT ON ,. A J.i P O tr A1�r III► • GEOTECHNICAL .33 it AND. _ B M.-- . DETAIL 4 CONSTRUCT 11F A 11R rll�� r 6" VERTICAL V-01 ... GUTTER DETAIL TYPE U2 MANHOLEST-1, INSTALL O, O FINISHED GRADE.PERC.O.B. DETAILS S7 & S8. Q7) CONSTRUCT 121 WIDE VALLEYGUTTER P UO SIDEWALK PER DETAIL ON SHEET # . 51 SY EA "> A A 352 DATE .0"&M,ADDRESSED CITY OF yf wwr c�MYr iMW WwW Y�MMiM ya4y +wuw wwra ar�rw w,ww bryna � .�.y. Hwy CONSTRUCT .33' "PAVEMENT. 0 SY �w� MNMr lsYw � � M�+�we YwM .33 ABC, PER GEOTECHNICAL REPORT Y4W 'M-qY �1W w+5yr wygy �"� 'fir '�'���" � rr�� rghwr ruwY. prWF. tiaras bnw !ter wwy! y/rew ayyr rwwnw rww+ .wM� nw�rT AND rrwY� espyµ. wn�s rawer �.sv.. •waera wrn+rw wwiR a �.. CONSTRUCTT VERTICAL CURB & 2389LF • GUTTER PER C.O.B. STD. DETAIL i QJ2 INSTALL MANHOLE t!. # [: A TO FINISHED ! C.O.B. i DETAILS !. i CONSTRUCT 12' WIDE VALLEY 51 SY GRADE 0 CL GUTTER PER C.O.B. STD DTL ST -7. UO CONSTRUCT [ RAMP, 3 i PERDETAIL co ZZ 3 yf wwr c�MYr iMW WwW Y�MMiM ya4y +wuw wwra ar�rw w,ww bryna � .�.y. Hwy ww�rw �aerr �M. easwa wv�w�. w�ex epgs 1Mr4.M wn.e MrrM yy�yy � py,iyYp ypwpr �w� MNMr lsYw � � M�+�we YwM 1MhrM aYe✓ar MW . Y4W 'M-qY �1W w+5yr wygy �"� 'fir '�'���" � rr�� rghwr ruwY. prWF. tiaras bnw !ter wwy! y/rew ayyr rwwnw rww+ .wM� nw�rT wYWw Irv. YYp�r 'MwPc fry�yr rrwY� espyµ. wn�s rawer �.sv.. •waera wrn+rw wwiR a �.. X52 352 EXISTING GRADE 0 CL co ri 348 PROPOSED u VOA WA tog 34 }{ i} ] (}fig {}�✓y P o] ZL tl _j/p¢ PAVE ENT L tf7f URB, T. / r4 (/ 'Q �gy�� ♦ + � isl - PRC POSED. GUTTER, RTO w WNW V I roof # M�loll V1F ♦ �y4 . o 344 s '7 ee f A Inv& m-- rl ,G GRADE File Nom e:' VILLAGEBAKERSFIELD SPORTS CITY C)F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.*- 3168 B PHASE 1 SOCCER COMPLEX illom_��ncwfl�Check'ed By: AMS 1 7.9-166 PAVING PLAN I SHEET N0. PV42 N all yf wwr c�MYr iMW WwW Y�MMiM ya4y +wuw wwra ar�rw w,ww bryna � .�.y. Hwy ww�rw �aerr �M. easwa wv�w�. w�ex epgs 1Mr4.M wn.e MrrM yy�yy � py,iyYp ypwpr �w� MNMr lsYw � � M�+�we YwM 1MhrM aYe✓ar MW . Y4W 'M-qY �1W w+5yr wygy �"� 'fir '�'���" � rr�� rghwr ruwY. prWF. tiaras bnw !ter wwy! y/rew ayyr rwwnw rww+ .wM� nw�rT wYWw Irv. YYp�r 'MwPc fry�yr rrwY� espyµ. wn�s rawer �.sv.. •waera wrn+rw wwiR �Aw +�iswR ea..r raw. www�rn i � iT�` �� � n.�w MMMw wrrwf � 352 EXISTING GRADE 0 CL ri d u VOA WA }{ i} ] (}fig {}�✓y P o] ZL tl 348 URB, T. / r4 + PRC POSED. GUTTER, RTO V I roof olom M�loll V1F ♦ �y4 . o s Inv& m-- rl ,G GRADE File Nom e:' VILLAGEBAKERSFIELD SPORTS CITY C)F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.*- 3168 B PHASE 1 SOCCER COMPLEX illom_��ncwfl�Check'ed By: AMS 1 7.9-166 PAVING PLAN I SHEET N0. PV42 N all EDGE OF a -- D ADJUST A COVER O GRADE 90000,00 PER O.. D 90"00,00" 20-00 r*1 40 20 0 4. SCALE FEET rw. DESCRIPTION s ,ADDRESSED#A fir►ISSUED WITH ADDENDUM #1 wo AW D ADJUST A COVER O GRADE PER O.. D INSTALL MANHOLE FRAME & COVER 3 EA O FINISHED t. D r i► DETAILS 1302 LF= INSTALL PRECAST SAFETY CURB, 8 6 EA PERDETAIL DT01. Q9) CONSTRUCT MEDIAN CURB PER 172 Lr C.O.B. STD. DETAIL CONSTRUCT 3' WIDE VALLEY GUTTER 14 Sli Section 4216/4217 of the gortrnent code requires a dig vert identification number be issued before a '*permit to excavate" will be valid. Call (2) working days before you dig. 7.9-166 Drawn- ,,AC i1mrallJob No.- 3168.01 MSB, RLP CITY OF BA'rz*,ERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENTR PSHEET NO. ., 4;PLAN : «y.PHASE I TRASH ENCLOSURE PER C.O.B. 1 EA STANDARD DETAIL, SEE ARCHITECTURAL PLANS. CONSTRUCT 5' CURB TRANSITION 11 LF= .. SHEET0 CONSTRUCT FLUSH CURB 1302 LF= MEDIAN CURB,TYPE "M"' 2418 LF5 DETAILCONSTRUCT Q9) CONSTRUCT 10' WIDE SIDEWALK RAMP, 2 EA PERDETAIL CONSTRUCT 3' WIDE VALLEY GUTTER 14 Sli : INSTALL f LF ..,.... 111E.},. ..N WT CLASS ■ ! FO R ATD DRAIN is GRATE. ADA FOR DETAILS) Q4) CONSTRUCT .42' THICK X 9' WIDE 540 SY CONCRETE L. Section 4216/4217 of the gortrnent code requires a dig vert identification number be issued before a '*permit to excavate" will be valid. Call (2) working days before you dig. 7.9-166 Drawn- ,,AC i1mrallJob No.- 3168.01 MSB, RLP CITY OF BA'rz*,ERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENTR PSHEET NO. ., 4;PLAN : «y.PHASE I 0105 *#. r TF0 47+00 a 40 50+04 CITY OF BAKERSFIELD, CALIFORNIA 16 V' •; ar: 51+00 2+00 �W � MM'�� 1111 AW I \.. Dote.- 01-28-01.!' �LAJER. CONSTRUCTION NOTES INSTALL " FIRE HYDRANT ASSEMBLY, 1 EA (COMPLETE ,PER C.C.B. STD. DETAILS AND ^12. LU STALL 16" PVC, CDC WATER LINE, 529 LFAft BEDDING PER C.O.B. STD. DTL. 1. 11 INSTALL 16" VALVE DCX AND COVER 2 EA PER C.O.B. SM. DTL. W-12. C4 rpm" 45 INSTALL py BLOWOFF HYDRANT ASSEMBLY 1 E PER C4 yi.4 SRD. DTL. W-6 Z5 51 INSTALL 12" PVC, C00 WATER LINE, 90 LF BEDDING PER C.C.B. STD. DTL. -1i U3 INSTALL 12" VALVE DCX AND COVER 1 EA PERC.O.B. STD. DTL. -124 5 INSTALL $' X 12" TEE 1 EA NTH THIRST BLOCKS PER C.O.B. SM. DETAIL —24 U6 INSTALL 12" END CAP, PLUMBING 1 EA )$j{EE PLANS LAN FOR CONTINUATION. CAS CONSTRUCTION NOTES (a) INSTALL 4" P.E. CAP 1 EA (D INSTALL " P.E. CAS PIPE 538 LF n Section 4216/4217 of the government code requires o dig alert Identificatlon number be Lewd before o #permit to exoovaW will be valid. Coll (2) working days before you dig. #M SOCCER#�AKERSFIELD SPORTS VILLAGE PHASE 1 . PLEX STA: lis .05 LOOKING SEE ABOVE 7.9-166 iHEET NJ q1-01 s-` �R T -T �U) oFUTURE PHASE--, !I • 47+00 ': 01 ('10';l TY OF BAKERSFIELD, C.;ALIFORNIA ll*27���� k 1 51+00 +QD M&&I Vii' •� r Job No.: 3168 i Date: 01-28-09 „0 -0.27% PROFILE'` VER ✓ 55+00 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX !' R CONSTRUCTION N915 INSTALL " FIRE HYDRANT ASSEMBLY, 1 EA CQPLET'E ,PER C.Q.B. STD. DETAILS ..i ,;+75.3 a '0.07 LU INSTALL 1" PLIC, CCQ WATER LINE, 529 LF r BEDDING PER C.Q.B. STD. DTL. W-1. SII; INSTALL 16" VALVE BOX AND COVER 47+00 ': 01 ('10';l TY OF BAKERSFIELD, C.;ALIFORNIA ll*27���� k 1 51+00 +QD M&&I Vii' •� r Job No.: 3168 i Date: 01-28-09 „0 -0.27% PROFILE'` VER ✓ 55+00 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX !' R CONSTRUCTION N915 INSTALL " FIRE HYDRANT ASSEMBLY, 1 EA CQPLET'E ,PER C.Q.B. STD. DETAILS W-3 AND -12. LU INSTALL 1" PLIC, CCQ WATER LINE, 529 LF BEDDING PER C.Q.B. STD. DTL. W-1. apowaft Llj INSTALL 16" VALVE BOX AND COVER f,. EA PER C.Q.B. STD. DTL. W-12. L5J INSTALL BLOWOFF HYDRANT ,ASSEMBLY 1 EA � PER C.O.B. SRD. DTL. El INSTALL 1211 PVC, C900 WATER LINE, 90 LF BEDDING PER C.O.B. STD. DTL, W-1. awmasaft 3 VALVE BCC AND COVE 1 EA /�Lq�.y; (p12'" }IN�g+�Sj�agpTAC.O.B. PER C. .B. STD. DTL. W-12. INSTALL 1" X 1" TEE 1 E WITH THRUST BLOCKS PER C.Q.B. STD. DETAIL W-2. LU6 INSTALL 12" END CAP, SEE PLUMBING 1 EA PLANS FOR C NTINDATIQN. ,,G,—A5 1 N t 1V INSTALL 4" P.E. CAP 1 EA UO INSTALL " P.E. GAS PIPE 538 LF Mics 4216/4217 of the government code requires a dig alert Identificctlon number be issued before ca permit to excavate" will be valid. Call (2) working days before you dig. F- EROFILE SCALE: ! O/. I " ' hVER .- 1 ' N cli NO tT3 -V) z ZA1.■r ,. 50+09.05 ABOVELOOKING WEST SEE 7.9-166 SHEET N0. IML.01 0 1 2 3 t .... DESCRIPTION W 03/27/09 ADDRESSED BAKERSFIELD COMMENTS' i� 1TE�w__ - ---- ----_._ SEE SHEEN I O L_ ! i.. . I D 4 I L us �MSTRUCTION NOTES s co 141 REMOVE CAP & CONNECT TO 1 EA M ® to . OwI� qpt /W EXISTING WATERLINE. i a 0. �i N gwwmq STALL " FIRE HYDRANT ASSEMBLY, 3 EA PLETE ,PER C.O.D. . DETAILS AND2. § STAB " PVC, CDO WATER LINE, 904 LF 04� BEDDING PER C.O.B. STD. DTL. —1. 11 INSTALL 16" VALVE BOX AND COVER PER C.O.B. STD. DTL. W-12. 2 EA monlooft LU6 INSTALL 16" X 16" X 4" TEE 1 EA WITH THRUST BLOCKS PER C.O.D. STD. DETAIL —. U48 INSTALL 1" X 1" X 1" TEE 1 EA WITH THRUST BLOCKS PER C.O.D. STD. DETAIL . GA N NOTES (,,,j6 CONNECT TO EXISTING GAS. 1 EA i INSTALL " X " TEE. 1 EA 1 O INSTALL 4" P.E. CAS PIPE 911 LF i 1P 1, s co m Es 4 t [ 9y fy { 77 51 qq 4t M ® to . OwI� qpt /W w -aj. i a 0. �i N INV . 4 INV --339.72 PROPOSED.1 f I ASSE REMOVE _—_ m _ STA: T E i TiNC FSE LASSE IL +.4 OTTER, LT. -) 1+ . = 40E 'V_ 3 4 0. 1C � 339 INI t #!# 56+00 57+00 58+00 CITY OF BAKERSFIELD, CALIFORNIA 3168 Date: 01-28-05 L-144-67 • ig 1 VC EX, 16" WATER C 4 63+00 #AKERSFIELD SPORTS VILLAGEPHASE 1 SOCCER COMPLEX Y 7.9-166 m SHEET Na. M, m.oz d 1 2 3 WCL WhTtV r► a! Uj en 4/W � REMOVE ter?+* , CONNECT d 31' t EXISTING WATERLINE. i yf i I k WCL a! Uj en 4/W � iY 31' t 55+00 # 57+00 . ,ter► rrw► ee 63+00 64+00 BAKERSFIELD SPORTS VILLAG PHASE 1 SOCCER COMPLEX Mian 4216/4217 of the government code requires a dig alert identification number be lowed before a "permit to Cavate" will be vdid. Cali (2) working days bofo d you PROFILE SCALE. HORIZ. 1 P = 40' WR T.- 1 "= 4' 1 EA 1 EA 911 LF ZO I A* D # 'L�J MU.UU ♦ ..r. 39.24 SEILY d 9a + I t39.3 a i s ,M344 CNI INV34 . a 340 n n 1 "'" it ■ 11♦ f ��"y�" g0}�jt {�/yJgy Y� YYA /� 336 S MNMYIhIfN�W 1% -336.03, 8 , W p W I I I& X*k 11, 11 112 A kvls�. ^ ft A 6 61 a, CITY OF PAKERE-3FIELD, CALIFORNIA per- w llliwff�% PUBLIC WORKS'DEPARTMENT WATER PLAN Section 4216%4217 of the government code requires c dig dart identification numb be Issued before c "Permit to exomte will be olid. Goll (2) before PROFZLE 'C LE: t%` 1» 4' 7.9-166 344 .0. L V CONNECT T 7EXISTING 1 EA RLINE.. rj� E HYDRANT ASSEMBLY, 3 EA "PLETE ,tER C.O.B. STD. DETAILS _3 AND 1. INSTALL 16" PVC, C900 WATER LINE, 904 LF • BENDING PER i p.(� . • STD. DTLi W-1. INSTALL 16" �E 4X AND 'COVER 2 EA [gVAL PER C.O.B. STD. DTL. 2. ¢ U6 INSTALL 16", X 16" X 4" TEE 1 EA WTH THRUST BLOCKS PER .O.B. STD. DETAIL W-2. 1NSTALL 1_6"_X 1 " X 12" TIDE 1 EA 1 EA 1 EA 911 LF ZO I A* D # 'L�J MU.UU ♦ ..r. 39.24 SEILY d 9a + I t39.3 a i s ,M344 CNI INV34 . a 340 n n 1 "'" it ■ 11♦ f ��"y�" g0}�jt {�/yJgy Y� YYA /� 336 S MNMYIhIfN�W 1% -336.03, 8 , W p W I I I& X*k 11, 11 112 A kvls�. ^ ft A 6 61 a, CITY OF PAKERE-3FIELD, CALIFORNIA per- w llliwff�% PUBLIC WORKS'DEPARTMENT WATER PLAN Section 4216%4217 of the government code requires c dig dart identification numb be Issued before c "Permit to exomte will be olid. Goll (2) before PROFZLE 'C LE: t%` 1» 4' 7.9-166 344 .0. �► a�ii L. allele Job No.: 3168.01 Date: 01-28-09 Check By. AMS � INSTALL 2" P.E. GAS '. IPl INSTALL 0: INSTALL i BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 827 LF A 1 EA I EA '" i DESCRIPTION `MINOR!►1111 5111 1 i I I 9 NJ IJONINSTALL 0►Toll 2-1/2" X 2- /2 X 1-112 2 E7 40 PVC TEE FITTING. s INSTALL 1-ld2* SCH. 40 PVC WATER LINE 48 LF SOLVENTSCH. PROVIDE 2* MINIMUM COVER. ,.�►, �.�.�.,. i 'a lob l► r. v i a t IJONINSTALL 2-1/2" X 2- /2 X 1-112 2 E7 40 PVC TEE FITTING. 1 INSTALL 1-ld2* SCH. 40 PVC WATER LINE 48 LF SOLVENTSCH. PROVIDE 2* MINIMUM COVER. ,.�►, �.�.�.,. 7.9-166 m SHEET N0. WL03 T- 0 1 2 3 DESCRIPTION I i •'ADDRESSED CITY OF BAKERSFIELD COMMENT 'ISSUED WITH ADDENDUMn �iM► Vii► -: � �► '<. ' ' �, :R M R i A i f ! #: Mill Mr, • Stmwl . �� ! ♦ � �, � �' ars- : r ri lam tell- :kin& �► _ . M r i A � � 11' i • arm ILL #. �►F i i It [ill ,I► � 1r I �►__ . ;rrI€�IIIIwII�IMwIIiwM�rir _ IIIMIIr�lrl� 11� ' y F 170 F RAT M*6 ri A is v i , i .I :. �, +, ,; 111 �! t �. � M► ►;: � i. � fir' � � • • } i a sr t Ire s�� �s �� �1• �a. �� ,� , ifi �': �. s +►. , A T ~r �i * f l _ : - a +INSTALL` + 90* BEND (04") INCAP (D INSTALL 2" METER. n A • 1 .. , BAKERSFIELD SPORTS .. .. . , Job No.: 3168.01 (DALIr"QNNIA 'PUBLIC WORKS DEPARTMENT t PHASE. 01-28-09 Checked By. AMS I SHEET N0. WATER PLAN wn.03 827 LF 1 EA ESS CID 1 EA 071123 I EAp� lam. 06/30111 Section 4216%4217 of the government code requires a dig alert identification number be Issued before a "permit to excavate* will be va id- ,w,�.s+wwe++ue.� Cc1l (2) working days before yw d igr SCALE: 1"-40' 40 20 0 40 80 7.9-166 SCALE FEES' I SHEET N0. WATER PLAN wn.03 _ "i6 INSTALL 16" DIP RECLAIMED WATERLINJ UJ7 INSTALLU6 _..,.. O i i O MI' THRUSTWITH BLOCKS y�' ; �- DETAIL INSTALL6 • : WITH THRUST BLOCKS .. C.O.B. .. STDDETAIL W-2. Lj INSTALL 16'" X 45* VER11CAL BEND WTH THRUST BLOCKS PER C.O.B. DETAIL 7.9-166 mm NMI M m Drawn: . +� BAKERSFIELD SPORTS SHEET NO. CITY OF BAKERSFIELD, ar -� # * .r PUBLIC WORKS _ r ,-,,-N MSB,, RLP PHASE 1 SOCCER COMPLEX Date:AMS i A \�. 0 � ''. ;` �� ;:�: 1 t',: �'"� `� ;;�. Ri Jm �ri= 1678803.60 M=345-39 INV=324.79(S) INV=324.69(E) 79104.59 UMITS OF DISTURBANCE INV --340.32± R-1 Nof, xx N89*3427"W 25+00 320 0 mculm I AC Job eq No.: 3168 D igger: MSB* RUIE Dote: 01-28-09 J,Checked By. AMS w w L=1-74 I i L=11.5 4=0.0020 1 15" P\ �.AKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX E*i . . . . ...... ...... .... 7.9-166 M-4 I RIM119'45,39 ..�.�,..,..,,., .,.,...._.._ e...... .- .-,.,...... II1l �� t3 INV=324.69 E) SIL 19 6791 Q,,^^'4���.q LIMITS OF DISTURBANCE ^-.^-^^..--..�-s...e--» •-....�.. Mme.=: � .. \ 15 "SEWER SEE r ..SL04 —V 0 D rrt V ! tt M PROPOSED FUME }y'�ww. ft iMa*`' # $ ) a!ryy R4= �1 .80 INV=0 L GRADE INV= 6 N i 6 -EXISTING GROUND Wf � 9 C SES LDDPD`S=O.= FT/FT ';fir � fI1M `err►- �' tA, ! Drown. -DLR, AC Job 3168 Desig MSB, ger R s �: M .,By.AMS i N 9' *27 W ME s PA&A-PIMM", Soct%r 421$//4217 of they dtg a1ert =ttficati number be Issued be fm a *permit to a xoovote will be valid. Coil (2) working e: days before you dig. PROFILE SCALE: 0 d V) I ICpeP ! To * i¢�g .i•Tr 1" 4.. �— — —EX. 151'S—cc -64742341 E 46?009 IMS3 INV=320.34 `— EXISTING LIFT STATION R PLANS TITLED "CITY OF BA RSfIELA N � TRACT NO. 6290 FSITE SEWER PLANS AND PROFILES" PREPARED BY SMITHTECH USA, INC. SCALE:1 "=40' 40 20 0 40 80 SCALE FEET PA&A-PIMM", Soct%r 421$//4217 of they dtg a1ert =ttficati number be Issued be fm a *permit to a xoovote will be valid. Coil (2) working e: days before you dig. PROFILE SCALE: 0 d V) I ICpeP ! To * i¢�g .i•Tr 1" 4.. 0 M VA 2047'203 196 7 8o, 776 L a Date.- 01 —28-01-1, i a WAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX DESCRIPTION 03/27/09 DRESSED CITY OF BAKERSFIELD COMMENT!ji. T07/09/09 ISSUED WITH ADDENDUM #1 1 § A C4 NOTE* ALL POINTS ARE TO THE FACE OF CURB EXCEPT FOR PARKING PLANTERS WHICH ARE TO CENTER OF PLANTER. 7.9-166 x RE 2v2. - Section 4216/4217 of the government code requires a dig alert identification number be famed before permit to excovote will birl. valid. I Call (2) working days before you dig- HORIZONTAL O..POINTS POINTS POINT NORTHING MFM # a' 1 • 5829.01678768.1159 645838.9068 1678768.1887 646354.0513 645859.0545 1678748.3375S III I I 1 1 I .4251 1 II 11 II w I II 1 167,8698.34388I ill A li 645859.4584_;F II •F • I ■■ I ." ... 646022.8626 0 III II I 1678695.0501 .IIII IIl r 646022.7625 �1 1678708.5497 f645907.91951678834.2020 646027.2290 1678713.08291 III 646031.7623:1 1678708.616A. �. •623 A • ! r r 646040.8621 1678695.1835 I !i. .5060 1678878.111711. - 8 f 646045.2322 • • # 12.7163 C57 646049.7618 1678708.7498 I _ 646049.6539� I I I I � II SA95* 4444 - 646049.8618 1678695.2502 •. . • 646184.8581 1678696.2507 w. • 646184.75811: w • •: 646514.0988 646189.2246 1678714. ♦' i 646193.7578 1678709.8171 • : s,, 646193.8579 i � r, 696.3174 } ! • 64 # • • • . 4444 N ••: ' • •- •'_ .� 1678696.3841 - R 646202.7576 ., 1678709.8838646207.2241 '. ■ r 645883.9575 1678714.4170 8 II 1678806.6398I / .: 1678709.9505 !' 646211.8574 1678696,4508 646513.80 40 •534 • 697.5181 A 646355-7534 1678711.0177 N i n • 99 1678755.1053 M III :,'-::d53 646364.7531 1678711.0844 'i, ..-: '- 646488.5897 4444 44: /' 1 # : 646364.8532 IL. I III 1 � I 1678697.5848 .. I .. t , e • A l �. C 61 I �I1678697.6515 61�89 � :• • /: }..., 4444 !� A+,:- til 1678711.1511 646378.2194 1678715.6844 646452.6965 • 646382.7526 ! • • 646382-8527 # i • • #. r49 4 646435.8512 • !♦'8 0 d 646513.7587 1678699.1885 I I 646516.7660 T 698.2107 i 64651 . 931 1678708.0505 ' 646540.0291 • .2234 s 646540.10 21 1678698 • 646539.3434 III • • Ir .2781, ... 4444 j 4444. 646538.4382 1678855.4176 . _ 1678801.6727 r .8 Y: .•' 646538.2421 # . It•+II' i. 49 is i • 1678881.7452 • s } :: 646362.7991 •' 46520.3608 1678865.7839,646514-4927 ,.. .. s 3.2561 1678881.6989 a 646509.5040 1 1678880.1619 ., ..:,, to 90000 _- �I 646434-4949 1678881.1060 646353.5992 I II I .i..: � 4 } 646381.4964 4444 -�:� ` 1678880.7132 • • • 646381.5964 1678867.2136 , :�. 11 • •, �-. .. :w • / N M ' 1678862.6803 7.07 646372.5967 Yw 1678867.1468 ... - 646372.4966 It 1678880.6465 ........ ;r646210.2554 I 646363.4969 I 11 rw .: • sri8,,. •ii. I 1678800.4054 � :: •d • • 5• • •iL +► .: I. •_. 1 ,. II r r i .1 4.50 646359.1304 1678862.5469 � • I 64620 : � .;1678831.9379: 646354.5972 •: :•.. :- :.. 1444 A: 646354.4971 1678880.5131. • Y• 4 I A' 1678879.4458 1,. • }. A d' ! • ! 646210.601 4 8 i '• 4 �'� ' 1678865. 646200.8035 I N646206.1346 1678861.4130 I ■646201.6014 IS 1678865.8795646201.5013 • ••' ill 1678879.37911 HORIZONTAL CONTROL POINTS POINT NORTHING # a' 646192.5016 s r8 . „ 64619 1678865.81 646354.0513 646188.1351 1678861.2795 III II • " 646183.6019 1678865.7461 `r4 ill � ••�3IIS► II � 1678879.2457 I I r5 I 11 i:* . r 646048.4398 1678878.2447 f645907.91951678834.2020 646048.6056 1678864.7�55 III I 646044.13910 I I rl I ■ A 0.2123 �. ' .iM: i �1678864.6788';: 646039.60581. N: A All i' :• r:•' } ! I 646039.5058 1678878.1784 I !i. .5060 1678878.111711. - 8 f 646030.60611:1 1678864.6121 C57 646026.1395 1678860.0789 ai I _ j , 21.6063 1678864.5454 4444 - 646021.5063 1678878.0450 •. . • 645858.1021 • 1678876.8339 e • w 645858.1355 +i +► M • 4 646514.0988 � 1678766.1928 ♦' i .♦ r,4444,VIR 645838.6548 1678802.1877 Mrr • : ri • i ' 645828.8297 � • Ar d } i► 645887.8721 s 773.0517 I I II r 645883.9019 0222 ■ r 645883.9575 4444. .. 1678761.5224 1678806.6398I 645908.6384 1678737.2046 !' 645910.2970 1 1678737.2169 646513.80 40 w 913 2746 1678740.239 A A # • • r. #. N i n • 645895.1640 1678755.1053 M 1 645895.0528 1678770.1049 646488.5897 :8 645892.0306 1678773.0825 w�' s � .., � � 4444 C 61 646488.6955 I 50 24.041 r•IIN4II�M1 # f• # 00.5060 645985.16151! a 646021.2606 !}# 646452.6965 s ! •' , • • • ♦ 9 646030.2603 • • #. r49 4 646030.0602 lis: s9 !0 d 646025.5270 # 8/ 0 I I II . 646021.0604 -4444 -4444: ,. i " 646039.2601 } 2.13729 ' 64604,5.7933__,! j '� # s 646048.2598 1678742.7396 • � L. 1 *ti . ► 1'I 11 ■ �I 1 . �r a r 769.7389 ... 4444 j 4444. 646043.5265 _ 1678774.2054 . _ 1678801.6727 r .8 Y: .•' r I p I IIII 646039.0599 II I • i 646093.15851678756.5727 646362.7991 i • .1573 i 756.9 63 11 ,.. .. s 3.2561 �wN r 402 1 1 646187.7893 - I I I 11 I 1 1678739.2736. ., ..:,, to 90000 646192.2559 II I ,8AII•, 1678743.8069 646353.5992 I 4.50 L I UI L I833.00-51 • 4. 66187.5225 #, It :�. 11 • •, �-. .. :w 4 i 7.07 :... . , 646201.25561 I I , 4444�,/�..7- - ... - 646205.7888 _ . 4444. ! ........ ;r646210.2554 ... :. :.. .. 4444 d5}1678743.46' . •ii. I 1678800.4054 646210.0552 1678770.9395.. 4.50 •4 4444220 *, .. # +► � • I 64620 : � .;1678831.9379: , 4 646201.05551 ,•, 4444,. • 728 A: 646255.1541 1678757.7734 • Y• 4 I Al. e •},, 1� .+ 1678758.1736 w 646354.2514 1678745.0075 ■Mi 646200.8035 • 46 I 1678740.5410 646362.7512 1678745.0705 • ••' 646363.0510 1678772.0735 _ # HORIZONTAL POINTS POINT NORTHING 46020.6083 646358.5178 1678776.5400 1678803.5378 646354.0513 il 1678772.0068 :(. 4; ,# '. .555 ;� • ■ a 1678816.5038 _i 1678745.1446. 0 A+ 646376.7841 I I, I II I 646381.2507.: III 645909.5780 • L, • , I� f645907.91951678834.2020 I... e 1678772.2069 r-::: -: 9 r. 646376.5173 �. 1678776.6734 1678802.0213 ! •..8 645887.6868 :. # • I 646417.1496 ... 4444 .. 4444 1678798.0818 - 8 f s • ,.,. ' • 4444: ,L _# ' 0: 645894.8230 6 '. C57 r, 167879.2409. 1678816.1036 646489.1476 3.56 I 1678759.5077 4444 - _ III I I 646489.2492 4444. I 1678745.809111 4 646493.9612 4 .. 16787_•,6 d. 646514.0988 � 1678766.1928 �. 90000,00" A } i r L 6 M 646510.5136 } � I 1678777.6666 f r , I I II r 00,100,00 • Ai 90`00,00" 646506.7988 1678806.6398I } 646510.3284 !' 04 • 646513.80 40 1678806.1917 r' 646513.7430 w d. 4444 N i n • 3r50 646492.5639 M 1678838.2839 : M 646488.5897 ■ }. -yy 1678834.7903 C 61 646488.6955 I 50 24.041 r•IIN4II�M1 # f• # 00.5060 -4:444. . - jj 90#00,00" 646506.6950 1678820.6394 646452.6965 I 1678820.2392 9 f ., 646416.6 • #. r49 4 #• •. • . ♦ • a1 d 1678806.2060 4444.. 646380.5984 1678833.2052, - 44,44. 4444. .., 646376.0652 167ii it r ie I 4444.. .. II I 111 N6371.5 87 s I 1678833-1385 ' , rr 1.7988 .:.. 444'0_ SII 1678806.1 r ` ! ... 4444 j 4444. 4444... 1 � . M IIII _ ', (' , . 4444 Y I� ':' ! - . _ 1678801.6727 r .8 Y: .•' ..646358.33.25 : • • 01.53931 * 646362.7991 90000,00" #. • • 6i ,.. .. II • i 4444 �. _ I r. ♦ +� I 64635 C • •1678837.5383 ., ..:,, to 90000 1 I ISI IIII .. I I 4.5090000,00", 646353.5992 I 4.50 L I UI L I833.00-51 A.. .. 4.444 .. :�. 11 • •, �-. .. :w 646308.700 7.07 !o 1 4444 4444. 4 .7020 4444. 167881 .7717 4444 4444 . �: i I - 646205.3367 •ii. I 1678800.4054 C67 I 4.50 � s � • I 64620 : � .;1678831.9379: A: 1•!; 646205.0699 • Y• 4 I 646200.6034 i' •': r: s 646200.8035 646187.3372 C66 • ••' 410 Irs�`�.•1# +•r1678804.8 ;{meq{/ 4+yid I.. I I , NL8I� 52 ALL POINTS 646191.6036 THE FACE CE CURB 1678831.8044 646187.0704 7.07 1678836.2710 M ; i •1678831.7 646182.6039 FOR PARING PLANTERS WHICH �]/y Y a • / A -. 6 k : 646137.7052 g a n 90 00 00 1678817.9046 • .w '. 4444 } • •:• III I�I . } - 4444. • - • CENTER i.wR MF 1678817.5711 N • I I •'•''iL�i'• (�/�•� -}g@ V�! II r a / •! 646047.8077 4.50 1678803.73799 646047.60761, 1678830.7372 646043.0744 7.07 # . # +r 35.2037• 01000'00" Y i 646038.6078., 1678830.6705 646038.8,0801678803.6712 y, 646025.3417 4.50 M ! .• 799.0713 4w50 646029.8082 U 11111 I 1 1678803.6045. 646029-6081 !♦• • • 7.07 646025.0749 JL 90600'00" 1678835.0703 HORIZONTAL CONTROL POINTS 46020.6083 • 0 .5371 i 646020.808 F 1678803.5378 A`90000,00" il IIL_ �t i #4 •}� # ■ a 1678816.5038 _i 9000000 0 A+ 1678816.2370 I 645912.6002 1678831.2366 1 t: 645909.5780 1678834.2143 i f645907.91951678834.2020 _:0�. � _ .00, e I r. } �. 1.. d 1678802.0213 IIIII� •..8 645887.6868 :. 1678798.0510 • I I 4444. 4444 4444 .. .. 4444 645891.8453 ... 4444 .. 4444 1678798.0818 .. I:..., s • ,.,. ' • 4444: ,L _# ' 0: 645894.8230 w w . . 8 . - 1678801.1040 C57 645894.7119 1678816.1036 *i L FACE OF ' I A`90000,00" il M DATE 9000000 I r I FACE 90000 1 - 4444 Id. _ . .. � , ._..; 444.4 .�. _:0�. � _ .00, r. } �. s` I 0EL A T N ENT : / 03/27/09 ADDRESSED CITU OFBA�CERS"IELD COMMENTS -. C57 6-28 3.50 4/ agas7asa! 3.56 f r90000001!. �- 90"00,00" 4444 : 4444 .. } r 4 .. - . ' : _ '. d. _ d � d' �. 90000,00" A } i r s 9000 } M= Malmi 00,100,00 1, 90`00,00" 3.50 < ,00 _4444. -.. } • !' 04 • } } '. 4444 w d. 4444 90°00100" 3r50 M / : M 4444.:. ■ }. -yy 7 ". : C 61 35,69 50 24.041 -, -4:444. . - jj 90#00,00" I 1 I 0"... I I�1 .. . } .. ! ! 1 1 + + d I I L 90400,00 . d t 90*00'00"---- } •I•s 4.00 901,00,10 s -: 7.07 4.50 444'0_ a '- - -Y��`. : 90000100" 4.50 90000,00" w _ 444,4. ,.. .. .. :.:.; 4444. �....., i 4444 �. _ �. I •_. ., ..:,, to 90000 4444. :._ I T IT Ailit=ris "M I Job • Dote: r09 Drawn: DLRs, .' Ss • II Checked , B A MS ' A`90000,00" il No. DATE DESCRIPTION r I FACE 90000 1 :0 ' :444:4R 90,100,00" } • d R DIUS 0EL A T N ENT : / 03/27/09 ADDRESSED CITU OFBA�CERS"IELD COMMENTS •. C57 6-28 3.50 4/ agas7asa! 3.56 �- 90"00,00" 4444 : 4444 .. � •; • � 4444 4 .. - . ' : _ '. d. _ d � d' I w d. i s 07/09/09 } 4• • 1, 90`00,00" 3.50 < • !' 04 • } '. 4444 w d. 4444 90°00100" 3r50 i I • �. / 4444 4444 1 i - C 61 35,69 50 24.041 -: -4:444. . - jj 90#00,00" I 1 I .. . } .. ! 90600,0 A -' + + /sJ f A� 904,00,00 •I•s 4.00 •. 1 II 7.07 4.50 / r I T IT Ailit=ris "M I Job • Dote: r09 Drawn: DLRs, .' Ss • II Checked , B A MS L X111 �� Iw N I I li i� i �**5cmnl 1 it .11. ;I Ir, POINTCONTROL (CP) NAIL . '. 1. - AND SURVEY ► LOCATED OF THE EAST CURB OF THE MAIN PLANT ROAD 189.65' SOUTH OF CP NO. 1. NO. 71123 EV. 06/30/11 / tionSec4216/4217 of the government code requires a dig alert identification number be iced before a "permit � ex gill be to excavate valid. Call (2) wanting clays before you d. mEVISIONS No. DATE DESCRIPTION FACE OF CURB CURVETALE CURIE SNC R DIUS 0EL A T N ENT 03/27/09 ADDRESSED CITU OFBA�CERS"IELD COMMENTS C57 6-28 3.50 4/ agas7asa! 3.56 C5 3 6.26 3.50 90'00,00" e50 07/09/09 ISSUED WITH ADDENDUM C59 6.26 3.50 90`00,00" 3.50 < 04 C60 6.28 3.50 90°00100" 3r50 / / 1 C 61 35,69 50 24.041 81 *47'12"'5 + + /sJ f A� 7.07 4.50 9 0a 00" 0Dg 4.50 064 7.07 4.50 90000,00" 4.50 C65 7.07 4.5090000,00", 4.50 C66 7.07 4.50 90,000100" 4s50 C67 0 4.50 ! is 0 00 00 s + NOTE C66 {yy7 7e01 410 ai 0 90 00 0 ;{meq{/ 4+yid ALL POINTS ARE TO THE FACE CE CURB C69 7.07 4.0 90000 0 4.50 EXCEPT FOR PARING PLANTERS WHICH �]/y Y a O�(0 � 4.50 g a n 90 00 00 4.50 Y YRE 1 M CENTER i.wR MF ■ Lf ��irR4 (�/�•� -}g@ V�! 007 4 •Va 90,000,00" 4.50 C72 7.07 4.50 01000'00" 4.50 73 7.07 4.50 901,00,00" 4w50 C74 7.07 4.50 90600'00" 4.50 C75 7.07 fl a as 90 00 00 4.50 � 7407 tl ei✓6d 90 as 00 4p5D 77 7.07 4.5090000,00" 4r50 C76 7e07 4e50 901,00,00" 4.50 C79 7.07 4.5090000,00" 4r 50 Cha 7.07 4.50 90`40'00" 4.50 C 1 �(y �¢g s�ry}V T f 4. 0 ®✓ 8 m 0g0 0 00 4+5D •/(q C62 aj�g wj[q !Rad 4.54 90 00 00 4.54 C3 7.07 4.50 0 QCa 00as 4.50 C64 r f �'V 4.50 901,00,00" 4e 50 ^J 7 ^�^��04.50 901,00,00", C66 7.07 4.5090g0000 '®0 0 4.50 87 4.71 3 00 • a as 3, 04 p I _ []/��(}7/��(� C�1e/ I iii" i V M � a ar 1L 4J a� !i 2450 . L X111 �� Iw N I I li i� i �**5cmnl 1 it .11. ;I Ir, POINTCONTROL (CP) NAIL . '. 1. - AND SURVEY ► LOCATED OF THE EAST CURB OF THE MAIN PLANT ROAD 189.65' SOUTH OF CP NO. 1. NO. 71123 EV. 06/30/11 / tionSec4216/4217 of the government code requires a dig alert identification number be iced before a "permit � ex gill be to excavate valid. Call (2) wanting clays before you d. 7 1d- C4 CD cn R7-9 lu-) to �_C-_ � 0 ",-- 0 to " Pei C.� LJ mfn2a co MV) ' $ WLo (R7-9 ,.(R7-9)" ._(R7" 9) 3 ZP 0}16 7/1 \ / 2 x 50+00 5+ 5 5+ 55+00 56+00 5+ 5 ! " ` 00 i CIV R7-9 R2-1 � 6 6 — 6 0 0. is a ...... . . . . . . . M N X00 + 5 65+97.67 g � 123NOW f ui "N12 12 JL 00 '° C) S 1 t0 Qto oi A2 + z co� �`�i#r 4 R26 CA .. .s, �.. d • � QD 0:: t3 ..IT a /00 " 00 114011-- FAIR L A %T' 1 r,% k H"' I %Vm Ifit=mmm" uj LU (n R26 (CA� U—ZLz z 0 i /09 03/27 !ADDRESSED ► R 4 0 N � ion I ,, 161 Mn 4 0: f; trAKERSFIELD SPORTS PHASE 1 SOCCER COMPLEX I 7.9-166 s rima: ;a � s•M:...•• �^s � r�,^.::;.;: � �..�„� f =ap:�.a � u....� � �r._.,�.; r r.�..�:a.::a i d^a.:x � �..,..,» s e:��::: ! ��,:xs � ; a.,.�...x ..... a..� Al m0wj 1k. w K. �. *C= VA2 Al :-:4 m z •� :;a < z-. :M ° -x -:,; .. s�::x::a v s :�._ �,< s z.:::.a V a V' wirewrw� Wer mss tii Mme..=A J9 5 .,..o,.....,.t�.........11 c ..... �aa «..�.... .m�mr..-n.. �.w.M.., a �..A nr...,.�, ..-._-_.•.k,....,rU.......o. c 3 518 4 'S �F 4 c-� Job R 3168.01 Date: i3 Drawn: 1' Designer MS.s Checked By AMS E NE i A5.50 t .. Vin' _► �J- A 11 Mal -IV ♦�� xt"3 9 ;'ter %g, Mn A", AKERSFIELD SPORTS VILLAGE rr PHASE 1 SOCCER COMPLEX rN rr DESCRIPTION +I�ADD* STRIPING NOTES 9 PAINT CURB RED. 10 "FIRE LANE" "NG PARKING” SIGN AS SHOWN PER LATEST CALIFORNIA I UTCD. INSTALL SIGN ON POST AND BASE AS SHOWN ON PAVING PLANS. STRIPING HORIZONTAL CONTROL POINTS TABLE EASTING645861.10811.: 1678746.8526 645880.4044 1678720.6829 645870.2817 1 1678705.7989 645907.3675 !♦ [ ! 646-510.7064 1678717.9334 646513.3356 1678722.3727 `ar . ♦!� ii167876! 646538.7386 1678814.876811 i 646 503.6421 •7�iti! 00 A •� 11014#110=1 646503.4967 PF 645907.1008 1678877.1971 645869.10 5 1 1678865#0 357 645879.4437 I GA I I 1a 8s 0 E0r4. 645860.5374 1678823.8505 I 7.9-166 STRIPING CURVE TABLE E I NOmp 11 I 7.9-166 flAINUMNL r e x "KPI -0 STEEL PLATE lam ANCHOR PLATE DETAIL >" x 5" MILD f f 1.XPANSION ! LTS 1 SHRINK .. M-114 r liewtV '' ►� PUBLIC rr lrri WORKS DEPARTMENT CTTY U"Fi� • s 'w .�. ' :. P.G.C. SLAB NOT TO BE POURED UNTIL PAVING IS IN PLACE SAGUT & FINISH .05" 1 mm PAD. U, C4 (MODIFIED FOR 4` CLEEANO . s s : ri- �O 0 � 1 6AKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX REVISIONS !` CITY OF ' ". COMMEN 7.9-166 CONSTRUCTION NOTES VERTICAL POSTS EOUALLY SPACE 2*—LONG 0. dMAXIMUM 6" + ' ELBOWTYPICAL 500 GRAIDE 81 GALVANIZED AFTER • A ACCORDANCE WTK ASTM Al 23 COPE ENDS GRIND :: :.D 3/8 THICK ALL AROUND. PRIOR TOSMOOTHSHOP PRIME DING (TYPICAL) PRIMER (FIELD REPAIR PRIMER AS r: PAINT HANDRAIL PER SPECIFICATIONS A ~COLOR. TOP OF RETAINING c*4 ` ''. 3. VERTICAL POSTS TO i' . yy f f- : SPACED. ANCHOR CONNECTION 4. HANORAILS TO '.. PLACED ! A 3 6" ON ALL HEADWALLS AND PER PLANS AT THE BACK OF SCUPPERS. M-114 r liewtV '' ►� PUBLIC rr lrri WORKS DEPARTMENT CTTY U"Fi� • s 'w .�. ' :. P.G.C. SLAB NOT TO BE POURED UNTIL PAVING IS IN PLACE SAGUT & FINISH .05" 1 mm PAD. U, C4 (MODIFIED FOR 4` CLEEANO . s s : ri- �O 0 � 1 6AKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX REVISIONS !` CITY OF ' ". COMMEN 7.9-166 ME NUISANCE WATER OUTLET TO WATER QUALITY FILTER ` IDESCRIP ION I !ADDRESSED CITY OF BAKERSFIELD COMMENTS,!,. i TOP VIEW N.T.S. Rom, l-172141 UM -7 7[*RViral+1?nlWA-LlL &I at - SECTION N.T.S. r R AC BAKERSFIELD SPORTS R ... PULIC WORKS DE i►.RTMENT a. 168.0 BDate: 01-28-09 Checked By. AMS PHASE 1 SOCCER • COMPLEX n 7.9-166 UPON• • "ols BAKERSFIELD SPORTS CITY OF BAKERSFIELD, _NIA BJob SIL' ,. FACILITY DETAILS i WORKS Desl No.: 3168.01 MSB, RLP 01-28-09 ' r t By. .' strew We ftlorw Tee at v —.t 15. ray; date AL ;att 'tt t NOTE 11), i. Ggxaxtmat fto f th of r h t1wi the rigs rrr baso RM 0e�l�an owagf ha ftach dam nt* emwd 1 theht of th.4 Upow bwftvr« it U* to 114 tko ram Erngth 8xeoall 2 '"to acrd of baysor that 04 tumvo VP 000. S. Nman ft troy vorf, W of 466 azo 4. She 4hiiwz% hr# aaoms mh ploce okpw bolax 'tlouy tegtihcr, 7. QI' 6 wag ad at, ijw before ve-ftd e#aM tit wpw 9 t #3thl ik to 441*4$It WIL $, Sm 4riP d bG4 �f s€d tnix at ta��3a� a4 �nss� , ra 0"'j Wmw thoLed bt oftet to airrun gopr. =114X0 OF FLOW - 3kf" ' se boot Mpg TC* -7 SJOP6t a Veto Sea 09* 6 rse Sion of Ave avow bak can outswt END �laT 8_s dew X60 2), od M111- tawwr y a��beta t 7) L s r r• r f � s�ib,yr Note: ,srt rinstell f1ber roll ..V ,,�,; ,fir,�.,�.;�` ! clong a lord; contour, rrr IV r°�°rr� r�' IV �r r IV t € r d lgrt€ the ct",s�,r art r � focu of thu slope varies between �i�nEta�ll v #stat rale near 10' :ala' , slope sphere It transition$ r into 0 sWeper slaps FIBER ROLL INSTALLA-110N Cor struct sedirnent barrier and channelT'le runoff to at { sedirrent trcppf Q device Aeee :d Width os , c uir d to accomodcte r1t cicatd troffi ; OF TGUr 'urnes the vrctirniere ce of the largest n trL'icUor1 vehicle Ure, Match whichever 1s greater Existing Gracia PLAN Crushed 0a requte greater grain 3" but smoller tin 15'. Falter fabric r tie, 12" lie , tAnless other-wisc sped ash by ® soils englulcer ,SE.TIN TI . rush 099regote 'gr cuter than " but ear lier #t un ", Corrugated steel ponelu Ori ictal rpde 12' Mara, unie�s otherwise specIfiled by a Filter fabric SECTION A—A OTE: Construct sediment harrier crtd c anno"%zo runo"t to Sediment trapping sediment trapping da c a doAce E ' Corrugated steal poral min or++s as required to cocvmodotei ew fear- Vmes the circumference al` the icrglost construction vehide tire, Match wtaach ver is great r Grade gift BMV :IW,rr. , r. 7740 16TH STREET SUITE 100 PHOENIX, ARIZONA 85020 CONTACT:PHONE: (602) 567-1900 E-MAIL: ASTEVENSONOCMXENGINEERING,com EPT DESIGN 1214 EAST GREEN STREET PASADENA, CA 91106 fa (626) • FAX: (626) SCOTT !' E—MAIL: SHORSLEYCEPTDESI GN. W CR ENGINEERS 16719 E. PALISADES ..i FOUNTAINR►. it 6 PHONE.- (480) .R" r . A 40 CON TACT: JOHN ALCORN JR., P.E. EMAIL: JALCORNOCRENG.COM FLIGRO WEST, INC. 4820 MCGRATH ST SUITE 100 VENTURA, CA 93003-7771, '" 650-7000 (805) 650-70' fls ri i 'Me E 11 DESCRIPTION �.. I 'ADDRESSED CITY OF BAKERSFIELD I i 1 a 1 0 oid ■►: �._._ B Ar%, r I u tirORTS VIL .. Designer �. Checked By AMS PHASE 1 SOCCER COMPLEX NOT TO SCALE.... LEGEN11D p -JI I Ak L _F L L fi E -F KOO', 0 fi fi El Drift Job i Mr. 01 —28—ot Q t. -- -T Prinulmom-Zow?d rwr Aw, Nam ! ON" I f am SILT FENCE PER BMP—SE-1 CONSTRUCTION ENTRANCE 7.9-166 STORMWATER POLLUTIO PREVENTION PLAN 1#1 F F_ KOO', 0 fi fi El Drift Job i Mr. 01 —28—ot Q t. -- -T Prinulmom-Zow?d rwr Aw, Nam ! ON" I f am SILT FENCE PER BMP—SE-1 CONSTRUCTION ENTRANCE 7.9-166 STORMWATER POLLUTIO PREVENTION PLAN 1#1 w Uj z JJob No.:f. Date: p�. ��ecked By. AMS INSTALL SILT FENCE PER BMP -SE -1 AS SHOWNL INSTALL FIBER ROLL (10' SEPARATI ON PER * ALONG A UNTIL LAKE IS FILLED NTH WATER. IAKERSFIELD PHASE I SOCCER COMPLEX MIDESCRIPTION L V01 SIM DRAINAGE ARROW j�,8d � � SANDBAGS OR STRAW SOCK Q CONSTRUCTION ENTRANCE Section 4216/4217 of the goverriment code requires a digcdert identification number be Issued before a "permit to excavate will be valid. Cali (2) working days before you dig. 7.9-166 X ��--- DETAIL NUMBER X AX.XX DRAWING NUMBER 'I s DETAIL NUMBER DETAIL KEY 3 A2.1 DRAWING NUMBER INTERIOR DETAIL NUMBER ELEvA*nON KEY DRAWING NUMBER LM__r___ ROOM NUMBER Z161 `C�'4q 6 WORKING POINT AND/OR ,D#r MARK rer =X SAND OR - • •' .� v Y f:� s •' f. ['.s .. !. s ,. • _. a .« w • W. s • _. ♦ FILL H. Shelving C. Toilet accessories CONCRETEGRAVEL Closet Poles ■ J. CONC• M ONRY UNITSF C.M.UJ E. Toilet partitions K. ••_5TWX77ir• • ♦r • s f • _• CONTINUOUS L All areas indicated on the Drawings. -. WOOD # r , r■ .r r ORSHIM r PLYWOOD OR .�.� ,,, VENEER 1IIR�l11�111FIRESTOP A 1AiY-j#►�: INSULATION w!R IyICk�AY€i R!!x�*�• •'-f•Al• RR•lJ•E E*Erfi#!4-4 ■■■i>�I4AZ■IlElEllli ■rs•r•rrerrrrrer�e€MATERIAL PREMOLDED EXPANSION Et Ei! 11Y1# �litA•M#Ili'#i Mlfi ■r�ra•rr■■r■www.rrwirE ♦�!*+ SEALANT WITH .. • ' • : . • BACKER ROD � it A 'i • k � � k � i .•. � .� -� : - -: PLASTER ON #r, METAL LATH r GYPSUM BOARD Fire Resistive Ass s The project shall conform to Underwriters laboratory Fire Resistance Directory and building materials directory. Refer to Specification Section 07250, as applicable, for spray --ori fireproofing requirements. Any material substitutions to a listed U.L design number shall be coordintated by the Construction Manager, Contractor, Subcontractor and/or material supplier for compliance. The Contractor shall be responsible for all approvals -- for any material substitutions In the required U>I_ design assembly — by the Fire Marshal and Building Inspector having Jurisdiction prior to acceptance. For any change of U.L. design number, or any change In material(s) In a U.L.., design assembly, it will be the responsibility of the Contractor to coordinate all other related materials or assemblies affected by the change of material or U.I.. design number assembly. Provide complete U.L approved through—penetration firestop systems at all rated wall penetrations. • ALL CONSTRUCTION MEANS RESPONSIBILITY OF CONTRACTOR. CONTRACTOR ACTIVITY IS LIMITED TO THOSE TIMES AND AREAS INDICATED if A ACCEPTABLE • i OWNER'S REPRESENTATIVE. iRa PLASTER7. DETAILS NOT INDICATED ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED, NOTIFY THE ONWER'S REPRESENTATIVE FOR CLARIFICATION. 8. ALL MASONRY, r BOARD PARTITIONS AND/OR SHALL ! TO ACCEPT 9. PORTABLE, HAND FIRE EXTINQUISHERS ARE REQUIRED TO BE INSTALLED PRIOR TO OCCUPANCY. CONTACT THE BUREAU OF FIRE PREVENTION DURING THE LATTER iTAGES OF CONSTRUCTION AND LACEMENT REQUIRED PER THE CITY OF LOS ANGELES FIRE DEPARTMENT Z A k • D 10. ENVELOPE CEILINGS MUST SATISFY THE FOLLOWING CONDITIONS OF SECTION 704.2.6. G. - • •' .� v Y f:� s •' f. ['.s .. !. s ,. • _. a .« w • W. s • _. ♦ • a. r � H. Shelving C. Toilet accessories 1. Closet Poles ■ J. �i E. Toilet partitions K. ••_5TWX77ir• • ♦r • s f • _• F. Under pre—fob. curb for all roof—mounted equipment L All areas indicated on the Drawings. �; r , r■ .r r r t� ■ r :.. i •: .. • ' • : . • � � it A 'i • k � � k � i .•. � .� -� : - -: #r, s r r. ;'► r. r r r Nl r s iR r » w ■ r r s � ■ i ■ r R ■ s �� - -'.♦' ', i:.. • s-. _- tt..' ,'.,� ..f - �, s- r '♦ a...s'. .> • � • ,. •�'. :� s.: •,'. • � ...- i y -a _. A �, '. R,.. .; __ l.. A �.. * • + �:k t ■ f ■ r �► ;■ r • i� r - - r ► s • #sail � �.s � w r , *.r� r !' r r R r • « ` w � lir ♦ r , r. r r ; r � r, ■ „�,; ;� 'A1' ■ R. sr �•: -r -�� r-. :r r i' R r r w # • ■ a r r -' r i rr � i r i i i r w iiR, ■ : , '! Ik r r ■ r . R f• w 0114 FAN 9 1 Fire Resistive Ass s The project shall conform to Underwriters laboratory Fire Resistance Directory and building materials directory. Refer to Specification Section 07250, as applicable, for spray --ori fireproofing requirements. Any material substitutions to a listed U.L design number shall be coordintated by the Construction Manager, Contractor, Subcontractor and/or material supplier for compliance. The Contractor shall be responsible for all approvals -- for any material substitutions In the required U>I_ design assembly — by the Fire Marshal and Building Inspector having Jurisdiction prior to acceptance. For any change of U.L. design number, or any change In material(s) In a U.L.., design assembly, it will be the responsibility of the Contractor to coordinate all other related materials or assemblies affected by the change of material or U.I.. design number assembly. Provide complete U.L approved through—penetration firestop systems at all rated wall penetrations. • ALL CONSTRUCTION MEANS RESPONSIBILITY OF CONTRACTOR. CONTRACTOR ACTIVITY IS LIMITED TO THOSE TIMES AND AREAS INDICATED if A ACCEPTABLE • i OWNER'S REPRESENTATIVE. iRa PLASTER7. DETAILS NOT INDICATED ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED, NOTIFY THE ONWER'S REPRESENTATIVE FOR CLARIFICATION. 8. ALL MASONRY, r BOARD PARTITIONS AND/OR SHALL ! TO ACCEPT 9. PORTABLE, HAND FIRE EXTINQUISHERS ARE REQUIRED TO BE INSTALLED PRIOR TO OCCUPANCY. CONTACT THE BUREAU OF FIRE PREVENTION DURING THE LATTER iTAGES OF CONSTRUCTION AND LACEMENT REQUIRED PER THE CITY OF LOS ANGELES FIRE DEPARTMENT Z A k • D 10. ENVELOPE CEILINGS MUST SATISFY THE FOLLOWING CONDITIONS OF SECTION 704.2.6. Reacted Ceft ftm 14. PROVIDE At 11- GRAFFITI FINISH AT THE FIRS` 9 FEET, MEASURES FROM THE GLADE, AT EXTERIOR WALLS AND DOORS. SEE SPECIFICA11ON Items shown on the architectural drawings are to be located per the architectural drawings. Not all Items are shown on the architectural drawings. Coordinate with mechanical do electrical drawings for location, mounting conditions, quantities and types of all lights, grilles, diffusers, exit signs, and sail miscellaneous items. Provide fire retardant treated wood blocking as specified in Specifications Section 46104 — Rough Carpentry — for the following Items (unless another backing material Is noted). A. Crab bars G. - • •' .� v Y f:� s •' f. ['.s .. !. s ,. • _. a .« w • W. s • _. ♦ • a. r � H. Shelving C. Toilet accessories 1. Closet Poles D. Stair raise J. Coat Hooke E. Toilet partitions K. ••_5TWX77ir• • ♦r • s f • _• F. Under pre—fob. curb for all roof—mounted equipment L All areas indicated on the Drawings. :.. i •: .. • ' • : . • � � it A 'i • k � � k � i .•. � .� -� : - -: ! ! } i �� - -'.♦' ', i:.. • s-. _- tt..' ,'.,� ..f - �, s- r '♦ a...s'. .> • � • ,. •�'. :� s.: •,'. • � ...- i y -a _. A �, '. R,.. .; __ l.. A �.. * • + �:k Reacted Ceft ftm 14. PROVIDE At 11- GRAFFITI FINISH AT THE FIRS` 9 FEET, MEASURES FROM THE GLADE, AT EXTERIOR WALLS AND DOORS. SEE SPECIFICA11ON Items shown on the architectural drawings are to be located per the architectural drawings. Not all Items are shown on the architectural drawings. Coordinate with mechanical do electrical drawings for location, mounting conditions, quantities and types of all lights, grilles, diffusers, exit signs, and sail miscellaneous items. Provide fire retardant treated wood blocking as specified in Specifications Section 46104 — Rough Carpentry — for the following Items (unless another backing material Is noted). A. Crab bars G. Door Bumpers B. mirrors H. Shelving C. Toilet accessories 1. Closet Poles D. Stair raise J. Coat Hooke E. Toilet partitions K. Millwork F. Under pre—fob. curb for all roof—mounted equipment L All areas indicated on the Drawings. SIVWe a • Provide 18 go (minimum) steel backing panels at signage locations (where attachment to gypsum board Is required). Span panels three metal studs (minimum) horizontally. Refer to signage issue sketches for signage locations. M • rical Operings Size and location of all floor openings, roof openings, and gall openings required to accomodate duct penetrations, equipment, etc. shall be coordinated and verified with Mechanical and Electrical Trades. Me hl " al E ` r mt Pads Provide concrete pads for all mechanical and electrical equipment as required. Refer to Mechanical and Electrical Drawings for location of all equipment and verify size with Mechanical and Electrical Trades. Roof E t and Operings Refer to Mechanical and Electrical Drawings for location of all exhaust fans, vents, mechanical or electrical equipment, etc. Eire Ex • • s Types Provide 2A -108:C type fire extinquishers at all typical locations unless noted otherwise. mal Cin Notes: 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BECOME KNOWLEDGEABLE E VICINITY . OF INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS O' THE WORK.PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY COND111ON INCONSISTENT WITH THE CONTRACT DOCUMENTS BEFORE PROCEEDING NTH THAT AREA OF 2. THE CONTRACTOR l.A' R SHALL OWNER'S REPRESENTATIVE -■P ALL UTILITIES IDEN11FIED ON THE PROJECT FOR REMOVAL OR RELOCATION) DURING THE COURSE OF CONSTRUCTION TO BE IN CONFLICT WITH WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REMOVE OR RELOCATE SUCH U11LITIES ONLY AFTER RECEIVING DIREC11ON TO PROCEED •.#* - 1!: OWNER'S ''P.- Ilk iw.:.k. TIVE 3. D• NOT SCALEDRAWINGS, P DIMENSIONSe ! REPORT { AND ALL DISCREPANCIES BETWEEN ACTUAL COND17IONS AND DOCUMENTS TO THE OWNER'S REPRESENTA`TIVE. i ALL DIMENSIONS ARE TO BE CONSIDERED NOMINAL UNLESS NOTED OTHERWISE. SPECIFICALLYDIMENSIONS SHALL BE TO FACE OF FINISH, CENTERLINE OF COLUMN OR AS OTHERWISE INDICATED. A 5. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO FROCEEDING WITH THE WORK.ANY AND ALL DISCREPANCIES BETWEEN ACTUAL f%.%OOND111ONS AND DOCUMENTS SHALL BE REPORTED TO THE OWNER'S "'EPRESENTATIVE PRIOR TO COMMENCING WITH THE WORK. BARRIER34. EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY PAINTED LINES, RAILINGS, WALKS,.'. APPROVED • MEANS. DEVICES35. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING SHALL A APPROVED !- REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS �V N EGRESS4 co NIL ��41 300-1m 36. MEANS OF SHALL A MINIMUM INTENSITY OF 1 FOOT-CANDLE AT THE FLOOR LEVEL. 37. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POVF71? SYS 717,111. i CAFIRE CODE, ! ! _ k BOXES O 3- BOX ;� i EMERGENCY P RESPONDERS AFTER .. HOURS, ! ! i APPLICATIONS FOR KEY BOXES SHALL BE MADE TO THE BAKERSFIELD FIRE DEPT., R i •► `.:. INK 1501 �. .YI!'. ;. -:Pk i. A 93301. ! f 39. FIRE EX11NGUISHERS (IN CABINETS, IF OUMOORS): A MINIMUM OF ONE 2A10 ;C EX11NGUISHER NOT TO EXCEED SEVENTY-FIVE FEET TRAVEL DISTANCE FROM a 7 k POINT BUILDING. Applicable Codes 2001 CALIFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE NTH CAUFORNIA AMENDMENTS) 2001 CALIFORNIA PLUMBING CODE 2001 UNIFORM PLUMBING CODE WITH CALIFORNIA AMENDMENTS) 2001 CALIFORNIA MECHANICAL CODE (1997 UNIFORM MECHANICAL CODE WITH CALIFORNIA AMENDMENTS) 2001 CALIFORNIA FIRE CODE (2000 UNIFORM FIRE CODE OF THE WESTERN FIRE CHIEFS ASSOCIA11ON WITH - A A 2002 k { ELECTRICAL 4! k ELECTRICAL CODE Building2001 CALIFORNIA BUILDING CODE — TITLE 24, PART 2 2005 CALIFORNIA TITLE 24 ENERGY CONSERVATION CODE 1998 AMERICANS WTH DISABILITIES ACT -*ef erred ApprOvals:_ Signage Sunshades Stormwater roMm r revmtkxi Notes: Compliance to the Water Quality standards and any Erosion Control Plan associated with this projectbut - following ..,#• requirements. l.Sed*ments and other pollutants f be •- on - untiiI properly disposed of, and may not be transported from the site via sheet flow, swales, area drains, natural drainage courses or wind. 2.Stockpiles of earth and other construction_ , _, materials shall protected from being transported from the site by the forces.of wind and water flow. 3.Fuel, oils, solvents and other toxic materials shall be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected • - weather. Spills must be cleaned up immediately and disposed of in a proper #inner. Spillsmay r be e f into the drainage, , allowed f settle or • into soil. 4.Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid wastes. 5.Trash and construction solid wastes shall be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by.wind. 6.Sediments and other materials may not be tracked from the site by vehicular traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being depostled into the public way. Accidental deposits shall be swept up Immediately and may not be washed down by rain or other means. 7.Any slopes with disturbed soils or removed vegetation shall be stabilized to inhibit erosion by wind and water. ?..Stormwater pollution prevetion devices and/or practices shall be modified, needed as the project progresses to ensure effectiveness. PUBLICBAKERSFIELD SPORTS VILLAGE 0.� '... Designer:Checked ByDate: 03-27-09 PHASE 1 SOCCER COMPLEX 7.9-166 Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate will be valid. Call (2) worming days before you dig. SHEET NO. VCJ . ............ .................. .... ^ ` ..�=���==����=�����== .. .. ... ... ..`^..^......^..^................^.................. ` .���. '.'.'.^.' .'.'.`.'.'.'^'.'.',^^,�,�'.' ...........''' .'.'.'.'.'.':.'.'.'.'.'. .,^...,............................,.. .............. `...... .^....................... ............... ......'''''''''^'''''^'^'`'''''^'^''''' - ... .. . . ......................... ...'.'.................'.......^.`............. .........���........ ` fli Designer Job No.: 2007-100 CITY F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 1; Date: 03-27-09 �'Checked By '14. AKERSFIELC ) SPORTS VILLAGE PHASE 1 SOCCER COMPLEX REVISIONS N o. DATE I DESCRIPTION 1� 1 � 03/27/09 PLAN CHECK COMMENT REVISIONS ��_�,� / / / / ��( ��^�( _�, | / / / / ��( �_| / / � / / RER elm Section 4216/4217 of the government code requires a dig alert Identification number be Issued before a op permit to excavate* will be Call (2) working days before you dig. ;a�ma� 1. WIDTH O HEIGHT RATIO r AND 2. STROKE WIDTH TO HEIGHT i AND +'3. CONTRAST"'" i"i • BACKGROUND. err 4. SANS SERIF CHARACTERS. i ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM. 4 i i THE _ 0. HEIGHT. I • CHARACTERS AND BACKGROUNDS SHALL BE OF ��..�. NON—GLARE! "' COLORS. ADJACENTMEN WOMEN 7.SIGNS / PICTOGRAMS SHALL BE INSTALLED ON THE WALL • iii" LEADING TO THE ROOM it WAL11 AIM= .E O . ; . WL DRALL9 SPACE THEY DESCRIBE ON THE STRIKE SIDE OF THE APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON 16.0.2 INCH SPACE BETWEEN 17. DOTS RAISED MINIMUM 0.025 INCH MOVE BACKGROUND. 4 G1,2 SIGNS / PICTOGRAMS e'C""ITY OF BAKERSFIELD, CALIFORNI1. P GRAB BAR SMALL STALL mit 24" MIN. LENGTH V -4i 16 T • SCALE: NTS REF: x a a Q FM M z 4" MIN. EXTERIOR cs 18" MIN. INTERIOR cp REQUIRED CLEAR SPACE DOOR WIDTH PLUS 24" MIN. EXTERIOR 18" MIN. INTERIOR ELM 24" MIN. EXTERIOR & 18" MINIMUM INFERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS.-°°° .� T R c14 48" MINIMUM FTW F DISPENSER (WHERE OCCURS) • e • • r ! FINISH i ! !{# CAPACITY ` 36' MAXIMUM f2 • ` • s..A 42* GRAB .A 8FRONT DM DOOR OR •1. MINIMUM ENTRYWHEN SIDE DOOR QLEMa NOTES: i. BETWEEN LAVATORY ! EDGE WATER CLOSET TANK is WHEN TANK WATER CLOSET OCCUR :,. r r MIN. CLR. TO EDGE OF BOWL WATERWHEN FLUSH VALVE CLOSET OCCURS. BETWEEN LAVATORY TO FURTHEST PROTRUDIN EDGE OF • CLOSET,f ZA Dom ...:. ,,`` 1 . MINIMUM 10' HIGH SMOOTH SURFACE AT OOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL ., .,_ i R i, M 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. OPENABLE BY SINGLE EFFORT LEVER—TYPE - •• j - (NOT R , - UIRING GRASPING). !U4. MOUNTED • O '. 5. MAXIMUM 8.5 1%. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR. 36* TO ' OR SHAPED HANDLE ! f l im T! u A NARROW FRAME WITH A BEVELED MP EDGE T( t :■ #a ,! VERTICAL PLANE) r INSTALLED AT THE BOTTOM OF t!!.. NO SIDE OF PROVIDINGREQUIRED ! UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR. (PER CITY OF LOS JANUARY ANGELES MEMORANDUM OF GENERAL DISTRIBUTION NO. 80, DISABLED ACCESS POLICY NO, 3, DATED • 1988) &,O, LOTS REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS l�1 O N N O 7.9-166 N 0 r Cd d I �• V1111.011rMILS i'" • '! i i"". ,;. is �.-r■■ #rY■ ��YY i �1. '1 Z.�j..u: aa�a e� Section 42164217 of the government code requires a dig alert identification �— number be Issued before a to permit to excavate" will be APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON 16.0.2 INCH SPACE BETWEEN 17. DOTS RAISED MINIMUM 0.025 INCH MOVE BACKGROUND. 4 G1,2 SIGNS / PICTOGRAMS e'C""ITY OF BAKERSFIELD, CALIFORNI1. P GRAB BAR SMALL STALL mit 24" MIN. LENGTH V -4i 16 T • SCALE: NTS REF: x a a Q FM M z 4" MIN. EXTERIOR cs 18" MIN. INTERIOR cp REQUIRED CLEAR SPACE DOOR WIDTH PLUS 24" MIN. EXTERIOR 18" MIN. INTERIOR ELM 24" MIN. EXTERIOR & 18" MINIMUM INFERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS.-°°° .� T R c14 48" MINIMUM FTW F DISPENSER (WHERE OCCURS) • e • • r ! FINISH i ! !{# CAPACITY ` 36' MAXIMUM f2 • ` • s..A 42* GRAB .A 8FRONT DM DOOR OR •1. MINIMUM ENTRYWHEN SIDE DOOR QLEMa NOTES: i. BETWEEN LAVATORY ! EDGE WATER CLOSET TANK is WHEN TANK WATER CLOSET OCCUR :,. r r MIN. CLR. TO EDGE OF BOWL WATERWHEN FLUSH VALVE CLOSET OCCURS. BETWEEN LAVATORY TO FURTHEST PROTRUDIN EDGE OF • CLOSET,f ZA Dom ...:. ,,`` 1 . MINIMUM 10' HIGH SMOOTH SURFACE AT OOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL ., .,_ i R i, M 2. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3. OPENABLE BY SINGLE EFFORT LEVER—TYPE - •• j - (NOT R , - UIRING GRASPING). !U4. MOUNTED • O '. 5. MAXIMUM 8.5 1%. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR. 36* TO ' OR SHAPED HANDLE ! f l im T! u A NARROW FRAME WITH A BEVELED MP EDGE T( t :■ #a ,! VERTICAL PLANE) r INSTALLED AT THE BOTTOM OF t!!.. NO SIDE OF PROVIDINGREQUIRED ! UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR. (PER CITY OF LOS JANUARY ANGELES MEMORANDUM OF GENERAL DISTRIBUTION NO. 80, DISABLED ACCESS POLICY NO, 3, DATED • 1988) &,O, LOTS REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS l�1 O N N O 7.9-166 N 0 ED Cd d I aa�a e� Section 42164217 of the government code requires a dig alert identification �— number be Issued before a to permit to excavate" will be valid. (L Call (2) working days before you dig. imllgl[ W rrrlr U. ft W SHEET NO. < IM G1.02 "wal- w D"U"OR SCHEDULE DOOR FRAME TRESH. HDWR. THICK MATERIAL FINISH MATERIAL FINISH DETAIL (SHEET A4.1) 1-3/4" STL PAI NT H M PAI NT Family Restroom CMU, PNT J CIVILI, PNT 1-3/4" STL PAINT HM PAINT omen's Restroorn 1-3/4- HM PAINT HM PAINT Men's RestroN w A�ii!II!Y��rr��Jag 1-3/4 HM PAINT HM PAINT CMU, SEA1 ED 1-3/4" HM PAINT HM PAINT �an Closet/Storag CMU, LED I SEA 1-3/4" HM PAINT HM PAINT Iff CONC, E A[,.E1 g 1-3/4 HM PAINT HM PAINT — STL PAINT STL PAINT lConcession EM 1-3/4" H M PAINT H M PAINT 1-3/4" HM PAINT HM PAINT 1-3/4" HM PAINT HM PAINT STL PAINT STL PAINT. 1-3/4" HM PAINT HM PAINT 1-3/4" HM PAINT HM PAINT 1-3/4" HM PAINT HM PAINT — ALUM. ALUM. ALUM. ALUM. 10% FREE AIR SPACE W/ INSECT SCREEN LOUVERS FINISH FLO "A" *$A. 2 P* "B" IV) ffD$' REVISIONS No. DATE DESCRIPTION 1703//27/09 PLAN CHECK COMMENT REVISIONS 0 0 04 3 4T cf) 0 !To's File Name: Job No.: 2007-100 Date: Via. 7.9-166 ROOM FINISH SCHEDULE South Wall East Wal I ........... ........... ...... ;Room Name Family Restroom CMU, PNT J CIVILI, PNT Change Room 1 C0NCSEALEIj gills omen's Restroorn CONC, SEALE[Y,,, I CMU D"IT ........................... ........................ ................ ........ Men's RestroN w A�ii!II!Y��rr��Jag Electric CMU, SEALED! CMU, SEA1 ED SEALEIPL CMU, SEA I ED CMU, s%EA- I ED CMU, SEALED �an Closet/Storag CMU, LED I SEA CMU, SEALED CMU, SEALED Change Room 2 Iff CONC, E A[,.E1 g no .Storage/Maintenance : rp CONC, SEALE CM1. EArLED CMU, SEALED lConcession EM 10% FREE AIR SPACE W/ INSECT SCREEN LOUVERS FINISH FLO "A" *$A. 2 P* "B" IV) ffD$' REVISIONS No. DATE DESCRIPTION 1703//27/09 PLAN CHECK COMMENT REVISIONS 0 0 04 3 4T cf) 0 !To's File Name: Job No.: 2007-100 Date: Via. 7.9-166 I 41 Plumbing ....................... ...................... ............................................................................................... * I'a, A, 3— Occupancy ..........I............................. Number of Occupants 50 per field8 fields ..... . .......... . . ... 400 total occupants ............. I .............. ................ 268 Male ............................ .............. . Female ........... I ........................ ................. 7 6 ) I D F O ROOF HATCH ROOF PLAN C2 A1n02 RESTROOM8 CONCESSION BUILDING SCALE: 1/8 U= i #—on REF: 7 6 P1 20 J Water Closets Lavatories Drinking fountain I .............................................................. Service sinks Male I Female Male Female I per: 125 1 per'.65 I per:200 I per 200 1 per: 500 1 required .............. 2.I4'i1xturesrequired .... . . ............. 3 &iures .required ....'.......... .................. .......... 4 s ::required 1.3 res "required ....... ..................... ...- .. 3fixtures required 3 fixtures required .. .... -- 1.34res required ....................... 3 --*,'fixtu res required ...... 1 fixturerequir ................. .............. ............ ..... ..................... I required .... ter closets ?.rovided 3 :urinals...:,..... provi e 5:, water closets v, 1lavatories ?provided ti lavatories provided 2 fixtures ..provided I provided ftmuy tamely .................................... ................. ........... ............ ............... ................. ....... ***'*, ......................... ...... ' ................................... water closet provided lavatory provided ...................................... ................ .......................................... ..... . ................................................ ......................................................... I . ............ ........................................... ............................ ................................................... ................... ................ ............................. .. ............................. ....................... ....... .............. ...... ..................... ToW Total .................. .......... ........... . ................. ......... . . fixtures ries p rovid provided ...... . ... ed .......... CI FIELD, CALIFI ORNA SCALE: 1/8 on REF: File Name. - REFLECTED CEILIt BAKERSFIELD' SPORTS VILLAGE Job No.: 2007-100 1 Designer. PUBLIC WORKS DEPARTMENT ROOF PLAN Date: 03-27-09 Checked By. PHASE 1 SOCCER COMPLEX REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 2 3 01,0907 PLAN CHECK REVISIONS REFLECTED CEILING PLAN LEGEND (SEE SPECIFICATIONS FOR FIXTURE TYPES) ALL CEILING HEIGHTS NOTES: SHOWN ABOVE FINISHED FLOOR ALL CEILING HEIGHTS ARE 8'-6" U.N.O. CEILING HEIGHT FROM TOP OF CONCRETE CEILING TYEES-, EXPOSED CONSTRUCTION 3—COAT PLASTER CEILING LIGHT FIXTURE SYMBOLS: LT—A, FLUORESCENT STRIP 13 LT—B, SURFACE MOUNTED FLUORESCENT 10 LT—C, WALL MOUNTED FLUORESCENT LT—D, WALL MOUNTED FLUORESCENT 0 6" RECESSED CAN 2' X 2' RECESSED FLUORESCENT W/ PARABOLIC LOUVER 2" X 4' RECESSED FLUORESCENT SURFACE MOUNTED EXTERIOR FLUORESCENCE LIGHT SUPPLY AIR GRILLE RETURN AIR/EXHAUST GRILLE SEBEFD ORE yo CM NN Section 4216/4217 of the government code requires a dig alert Identification number be Issued before a "permit to excavate" will be valid. Call (2) working days before you dig. 7.9-166 IG PLAN & North SHEET NO. A1.02 11. 6 5 5 6 TA -4 PTD. TYP. TA -1 COUNTER TA -5 TA -2 TA -7 TA -3 TA —4 ..........................................................•••--•--••--••--.....---...-•-•....•-• •. -- . t -------------------------------------------------------------------•-------------------------------------------------------------------------- ------------------ .._- --------------- -------------------------- •-------- •-•------- \ _. ..... ...._._.._.---•-----••-------•--•-----•-•......--••--••.------•-•---•---•--•-......-•-------•---•---- ----------•--••---•...........---------•-------------•-••---- •------•-------------------------------------------------•••-------------------•---------........... ----•-. ......... ---- --•--•_---....... -----------• -•--- •. ---•-- ............... -------••-•-. -----------•------------•--------------------•.•. -•---------- -• - - - ----•-........-•-------------------------------------- -- ---------------------- ---------------------------- \------------ - ..... - - .................. •----•-•-•••......•--•-... •--------•-•......••...... ........ .....-- -- ------------- •.----------------------------- ---------------------- ...------ ---- ..�_._.... r rn �� I I I F nl as e „i I .. ................ ....................__ a.....--••----••-•---- CID 13 S I I o. o -------------------- -. .. ------------•--•--•--------------------------------------------------------•••....... ........... ---------•-••-••-----•-----• ----- ---- . --------- I I I ------ - ----- - --- ------------ --- ------------ ---- ---- -- � ------ ---- ------ -•............................... -------------•---------------------------------------------•--------------•--------------------------•---------------------•-------------•------------....._...... ILL I . .... &...a I I I INTERIOR ELEVATION 11 At SCALE: 1/4 1 #_0" REF: H G F T TA -6 TA -9 -------------------------io.............. ------I-----------------------------------------------------•------- I I ---------------- --------:,. ..................................... ..................................... - ------------------- •\ ---------------------- - -- ----------------------- •-------------------.--- ............ ..... ...... ..... - ...................... --------------- I ............... I i .1 ...... / ------- - ------- - ............... ............................. ..................... ...... \ ................... &.... •••• •••• - ..................... ........................... „ l .......----•-----•-...... - .. /------• ...... .................... &--• •--••------•----•--•- A ........... ................ .. .......{•---------- i ....................t ------ 6A o.... ............. ...................... ........... ............................................ N.... .............. ------..................... ................................... ........ --•--- - ----------------------- i r INTERIOR 9 Alm 3 ELEVATION 7 REF: I W. T ICT—A-735)---- INTERIOR A-3 1'A-4 DOORS,INTERIOR ELEVATION 8 (*10 Alm03 "=it I:DSCALE: 1/4 —on PRECISION CUT CMU STAINLESS STEEL 5 TOILET PARTITIONS, TOILET • PAINTED TO MATCH WALLS, TYP. ---------------- ----- ................................... --------------------- ...... ------------------------ ------------ _..._.....--•-..... ........ .................................................. ---- -- ••• .... ----- ...•c ................ ........................................... ........................... ---....................................... ------------------------------------------------------------------•----------•------------------- --------------------- -------•--------------------------------------.......................... - ...... ........... ..•............ .... ................... .... ...................-----•......•--- •........... .................. ........ ------ ---- .a •--------- 0 ---------------------------------------------------------- ------ .a ----- ----•- ...... •-• ...............T ---••--•--------------------------------•......-•---....... -•---• ---- .... --•-••----........ ...---••-.------------..........................---...._....._._...._..._............---............... -.................... .... ... ... ... . . ...................... ---�" = `---`—` M --------••-- .. .................................. ........................................ ------•--•- ---------••---••---••--- ------------------------•.Q ---- ...._........ __ 0 ---------•- •-• •--^ i-- ----------------------------- -------------------------------------------- J --- --•. ---- --- ---------------------------- I ----------- ......---•-•-•-••----•--•--•. ----------------------------...-----------------......--------•------- ............................ � ------------------------------------------------------------------------------------- ---------------------------- _----------------------------- ---------------------- TA -4 INTERIOR 9 Alm 3 ELEVATION 7 REF: I W. T ICT—A-735)---- INTERIOR A-3 1'A-4 DOORS,INTERIOR ELEVATION 8 (*10 Alm03 "=it I:DSCALE: 1/4 —on PRECISION CUT CMU STAINLESS STEEL 5 TOILET PARTITIONS, TOILET • PAINTED TO MATCH WALLS, TYP. H 5 TA -4 rCOUNTER TA -1 _.•............ ----------------------------------------------1---------------------------------------------------- ------------------------------------•--•----•----..._..----- --------------------------------------------------- ........... ..................... . ......................... ....................................... ...... I .............................. ---------------------------------------------------------------•-•.......--_..... I ...............................................................................•-•-•-•--•---------------•-- ---------------- ----- ................................... --------------------- ...... ------------------------ ------------ _..._.....--•-..... ........ .................................................. ---- -- ••• .... ----- ...•c ................ ........................................... ........................... ---....................................... ------------------------------------------------------------------•----------•------------------- --------------------- -------•--------------------------------------.......................... - ...... ........... ..•............ .... ................... .... ...................-----•......•--- •........... .................. ........ ------ ---- .a •--------- 0 ---------------------------------------------------------- ------ .a ----- ----•- ...... •-• ...............T ---••--•--------------------------------•......-•---....... -•---• ---- .... --•-••----........ ...---••-.------------..........................---...._....._._...._..._............---............... -.................... .... ... ... ... . . ...................... ---�" = `---`—` M --------••-- .. .................................. ........................................ ------•--•- ---------••---••---••--- ------------------------•.Q ---- ...._........ __ 0 ---------•- •-• •--^ i-- ----------------------------- -------------------------------------------- -----------------------• - fi- ----•------------�v........---•--. --- --•. ---- --- ---------------------------- I ----------- ......---•-•-•-••----•--•--•. ----------------------------...-----------------......--------•------- ............................ � ------------------------------------------------------------------------------------- ---------------------------- _----------------------------- ---------------------- TA -4 42" GRAB BAR (BOBRICK 6806.99 X 42) 0 0 0 SCORE a .......---•-•............... ............ .......... ................. .... ....... o i 0 0 0 0 ------------------------------------------------------------------------------------------- --- N /RECEPTACLE (BOBRICK 3039) ` TA -6 TOILET TISSUE DISPENSER (BOBRICK 2740) -w� o TA -7 TOILET SEAT COVER DISPENSER 5'-4" ` _ `" _ �-- p I (BOBRICK 4221) ,------- TA -8 SURFACE MOUNTED PAPER TOWEL DISPENSER i -"Sir (BOBRICK 262) ,..,.o, SCORE TA -9 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL (BOBRICK 254) PADLOCK LINE SEALED � /CLINE CONC. r �' ^, C J • WALL 11-60 9 — I i i i 3'-4„ o _ _ 3,-10„ 3 GGii — 1'-6 ------ , „ ---- „ „ 4 3 11,$ H 5 TA -4 rCOUNTER TA -1 _.•............ ----------------------------------------------1---------------------------------------------------- ------------------------------------•--•----•----..._..----- --------------------------------------------------- ........... ..................... . ......................... ....................................... ...... I .............................. ---------------------------------------------------------------•-•.......--_..... I ...............................................................................•-•-•-•--•---------------•-- ---------------- ----- ................................... --------------------- ...... ------------------------ ------------ _..._.....--•-..... ........ .................................................. ---- -- ••• .... ----- ...•c ................ ........................................... ........................... ---....................................... ------------------------------------------------------------------•----------•------------------- --------------------- -------•--------------------------------------.......................... - ...... ........... ..•............ .... ................... .... ...................-----•......•--- •........... .................. ........ ------ ---- .a •--------- 0 ---------------------------------------------------------- ------ .a ----- ----•- ...... •-• ...............T ---••--•--------------------------------•......-•---....... -•---• ---- .... --•-••----........ ...---••-.------------..........................---...._....._._...._..._............---............... -.................... .... ... ... ... . . ...................... ---�" = `---`—` M --------••-- .. .................................. ........................................ ------•--•- ---------••---••---••--- ------------------------•.Q ---- ...._........ __ 0 ---------•- •-• •--^ i-- ----------------------------- -------------------------------------------- -----------------------• - fi- ----•------------�v........---•--. --- --•. ---- --- ---------------------------- I ----------- ......---•-•-•-••----•--•--•. ----------------------------...-----------------......--------•------- ............................ � ------------------------------------------------------------------------------------- ---------------------------- _----------------------------- ---------------------- TA -4 42" GRAB BAR (BOBRICK 6806.99 X 42) 0 0 0 SCORE a .......---•-•............... ............ .......... ................. .... ....... o i 0 0 0 0 ------------------------------------------------------------------------------------------- --- N /RECEPTACLE (BOBRICK 3039) IZ 11:44 :44 III , SII •ELEVATION 0 6 TA -2 TA -5 I----------------------- ---------------- ----- ................................... --------------------- ...... ------------------------ ------------ ------ .. ....... .__ ---- -- ••• .... ----- ...•c ................ ........................................... ........................... ---....................................... ------------------------------------------------------------------•----------•------------------- --------------------- -------•--------------------------------------.......................... - ...... ........... ..•............ .... ................... .... ...................-----•......•--- •........... .................. ........ ------ ---- .a •--------- 0 ---------------------------------------------------------- ------ .a ----- ----•- ...... •-• ...............T ---••--•--------------------------------•......-•---....... -•---• ---- .... --•-••----........ ...---••-.------------..........................---...._....._._...._..._............---............... 18"x30" U.N.O. (BOBRICK 292-1830) ---�" = `---`—` — TA -2 ---------••---••---••--- ------------------------•.Q ---- ...._........ __ FOUNTAIN -----------------------• - fi- ----•------------�v........---•--. --- --•. ---- --- ---- --•- I ----------- ......---•-•-•-••----•--•--•. ----------------------------...-----------------......--------•------- ............................ � ------------------------------------------------------------------------------------- ---------------------------- _----------------------------- ---------------------- D TA -3 TA -6 TA -4 TA-9 --------------------------------------_---------- I---------------------------------------- ---------------- ----------------- --------------------------------- •-•...................... ............ ------------------------- --------_________________ ............................................ ........... ................ .................... ......•---_.... a .... o_ ..................................................... - i-------------------------------- ----------------- I N 5 \-LOUVERD DOOR 40 i 1 IN C File Job No.: 2007-100CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT I c (:2a: Al.E3 Y,"ELEVATION CALE: t/4"=1'-0" REF: M.O. 3-4 5-a 1 —4! M.O. INTERIOR CMU COURSING TO MATCH EXTERIOR, TYP. ALL INTERIOR WALLS TO BE PAINTED. BENJAMIN MOORE, "SIMPLY WHITE", 2143-70, TYP. _ — CHANGE ROOM 1 BENCH SEE SPEC 2b FAMILY 5 RESTROOM 3 101 4 SEALED 1' CONC. 4'-10" 20 °Q I SEALED �g CONC. 16'-10" No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 01 09 07 PLAN CHECK REVISIONS 7 7 D TOILET ACCESSORIES LIST TA -1 FRAMED MIRROR W/ SHELF 18"x30" U.N.O. (BOBRICK 292-1830) ---�" = `---`—` — TA -2 SOAP DISPENSER (BOBRICK 2111) FOUNTAIN TA -3 36" GRAB BAR (BOBRICK 6806.99 X 36) 0 w„ TA -4 42" GRAB BAR (BOBRICK 6806.99 X 42) 0 0 0 SCORE a TA -5 SURFACE MOUNTED. PAPER TOWEL DISPENSER 0 0 0 0 LINE /RECEPTACLE (BOBRICK 3039) ` TA -6 TOILET TISSUE DISPENSER (BOBRICK 2740) -w� o TA -7 TOILET SEAT COVER DISPENSER 5'-4" ` _ `" _ �-- p I (BOBRICK 4221) ,------- TA -8 SURFACE MOUNTED PAPER TOWEL DISPENSER i -"Sir (BOBRICK 262) ,..,.o, SCORE TA -9 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL (BOBRICK 254) PEDISTAL DRINKING t FOUNTAIN _ w„ 00 0 0 0 SCORE a 0 0 0 0 LINE -w� o 2'-1 2 � — ---',_WOMEN'S 5'-4" ` _ `" _ �-- p I w 1gRE 103 OM 7 074 , 1 ,------- BABY CHANGING -0*- I 5 �®„ i -"Sir COUNTER SCORE \ SCORE .. PADLOCK LINE SEALED � /CLINE CONC. r �' ^, HASP TO WALL 11-60 9 — 5' 4„ o 3'-4„ o _ _ 3,-10„ 3 GGii — 1'-6 ------ , „ ---- „ „ 4 3 11,$ I 1 6„ — _ 3 A,2.o1 -iP►s 6,-0„ _ ----- 3'-4„ og 3'-0„ M.O. „ ,p, OFD i rn MEWS _ _ ------ �� '-4 g R ROOM 7_ 5 �\ SCORE LINE _ PAD L CK HASP �, ® �� SEALED -----``- _ � TO L SCORE �� �„ CONC. crA2 y LINE 3 `01 2 1 t BABY CHANGING COUNTERr o i o0 4% 0 0 117 BENCH, SEE SPEC. ' CHANGE 1 A4.02 ROOM 2 108z SEALED CONC. SEALED CONC. ELECTRIC 105 w� t CART 106 Q04 SEALED CONC. Bi` 11 t:NLAKULU FLAN CONCESSION BUILDING• 1 A1,03 SCALE: 1/4 .. �'RESTROOM COMPLEXChecked By PHASE 1 SOCCER INTERIOR ELEVATIONS N 0 0_ m 0 ALU r rW� V� QEF ORE yO� .� o p OL W too Q J22 Section 4216/4217 of the government code requires a dig alert identification �— number be issued before a "permit to excavate" will be 0 valid. 0— Call (2) working days before (n you dig. J W W (A ir W Norm SHEET NO. Q m A1.03 r 11 ol C( SL 1 x3/8", CENTERE 2x2 FRAME 0 1z # poll .. a NIMBN P - 0111 1 za W_ 4 - 0*0 1 all I i.. 1 11 i 11 PROVIDE BLANK PLATE BOTH SIDES 10 GA PLATE--,,_ -------- ft --ft ------- it ------- SCALE: 2"=1'-0" REF: 41 AFT1110 PEMCO #211 AV EXTRUDED ALUM. THRESHOLD SET IN MASTIC DEPRESS SLAB EDGE 1/2" AT DOOR W/EASED EDGES. SET EXTERIOR ASPHALT OR COCRETE FLUSH. SLOPE AWAY FROM BUILDING. CONT 1/2" EXP JOINT FILLER AND SEALANT, WERE OCCURS SCALE: 3"=1'-0" REF: 2x2 FRAME Di* 'A..n., 4 PIC YJ 1W %7r1 F-1-19 ovirl o1ur_*2 [%1 *01 &Ilk MM I ioTi 0, 1110;0r: SCALE: 2"=1'-0" REF: 6 1 A4.0,9 2* GO FROM BOTTOM OF DOOR TO TOP OF SLAB. C-4 LIEXTERIORNESLAB TO BE MAX. BELOW INTERIOR BUILDING SLAB 8 EQUAL SPACES ( DOOR TYPE B DETAIL 2 A4..01 SCALE: N T S J REF: CONT C9 x 13.4 FRAME MITER AT 8* W. C.M.U., WELD AND GRIND SMOOTH 8"x2"x12 GA BENT PLATE STRAP ANCHORS AT 24" O.C. HORIZONTAL OPENING V� MASONRY J :0, 00 pool 4 4 4 Aq CAULK I _T TOT91 n^1 I I in III I L Ar% < MASONRY OPENING STAINLESS STEEL COUNTER—TOP, WERE OCCURS ION 1 MASONRY OPENING 0 NIS 2" CMU WALL CONIC. MASONRY BOND BEAM, COORDINATE WITH STRUCTURAL DWGS. 1/4" SHIM BACKER ROD AND SEALANT (ALL SIDES) HM FRAME DOOR, SEE SCHEDULE 16 GA GALV STL. TEE ANCHOR (3—ANCHORS PER JAMB) ^k AS a 114" SHIM SEALANT (ALL SIDES) REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS 0 C-4 3? C14 I 0 0 DETAILS SHEET NO. A4.01 0 ED A N IL ""y 19042 d 8-31 U C W co *jORE < ver (L J > Section 4216/4217 of the government code requires a dig clod Identification number be Issued before a "permit to excavate" will be valid. 0 0. Call (2) working days before Co you dig. DETAILS SHEET NO. A4.01 FAA ♦ a SCALE: 1 1/2"=l'—O" REF: Changing Counter Detail SCALE: 1 1/2"=l'—O' REF: i CORRUGATED MTL TUBULAR STEEL 4"x4" SEALANT ALL AROUND FLASHING CMU WALL � �� TRASH ENCLOSURE GATE DETAIL C4 A4,03 SCALE: 1 1/2"=l'—O" REF: POST SPACING REFER TO ROOF PLAN A103 —METAL END CAP 04 C%4 CENTER LINE OF POST TYP. 4"x4" STEEL TUBULAR POSTS AND TOP AND BOTTOM R CENTER LINE OF POST TYP. METAL FND CAP 4 t /9 7/8" 18GA CORRUGATED MTL STEEL PANEL. CFNTRIA FURRING wo (n. swvm r.1 IANNEL 9957). [101111ONTAL 'l F1,11,111' t , Detail - Plan - Screen WaIIPost SCALE: 1 1/2"=l'—O' REF: PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Date: 03-27-09 REVISIONS No. DATE DESCRIPTION 03/27/09 PLAN CHECK COMMENT REVISIONS lig 2 0 0 C4 3 C4 1 co 0 SEE STRUCTURE. NOTE: SEE STRUCTURE SHEET S401 FOR ADDITIONAL INFORMATION. Detail Screen Wall at Roof SCALE: 1 1/2"=l'—O' REF: BAKERSFIELD SPORTS VILLAGE Designer: Checked By PHASE 1 SOCCER COMPLEX METAL FURRING CHANNEL WELDED/GRIND SMOOTH STEEL CAP TUBULAR STEEL 4"x4" TOP RAIL SEE STRUCTURAL DETAIL NO. TUBULAR STEEL 4" RD. POST SEE STRUCTURAL DETAIL NO. TUBULAR STEEL 4"x4" BOTTOM RAIL SEE STRUCTURAL DETAIL NO. SEALANT ALL AROUND FLASHING HOT—AIR WELIV ROOFING MEMBRANE TJI — SEE STRUCTURE 7.9-166 I u. co a: W V SHEET NO. < DETAILS OD A4.03 TM 0 0 0 • W ORE yap Q CZD pT a. G) W loll J 17, 2 J Section 4216/4217 of the government code requires a dig alert identification number be Issued before a of permit to excavate* will be 0 valid. a_ Call (2) working days before you dig. 7.9-166 I u. co a: W V SHEET NO. < DETAILS OD A4.03 SINGLE E L INE DIAGRAM NOTES GENERAL NOTES 1TNSEOER SITE AANFOR.MR AND FEEDER PROVIDED � k u.�ERS. " 4-, . . r , O' I A.. VERIFYEXISTING XIST.. ON Dr Y NS, PRIOR Rre ID.-zrUB.RED INTO CLOSEST PULL BOX BYH.CONTRACTOR. COORDINATE WORKWr$H ELECTRICAL THISIT1CONTRACTOR. .. THE ELECTRICAL WORK SHALL BE INSTALL ED IN ACCORDANCE T.ITEI THE }T NATIONAL E "` {C.L E AND ALL LO A L ORDINANCES. ELEGTRIGAL ROOM �A8�#rm��7 F �L��. �A��; �S .t � ELECTRIC �Y� � 'PLANS CAL, FOR A HIGHER STAN A. THAN APPLICAB E CODES, I � , T�__o THE PLANS SHALL GOVERN. )30,01-3 LAB�"SERVICE3, FED FROM PAINEL"HT", IN ELECTRIC I00M U� RUNS AR SHOWN L IAGRAIMATCAL. EXACT LOCATIONS�AB�E "`�� , �� FROM A�L`'ELECTRIC R�.N� SUT FIELD CON DTO.5EEB PANE 11 H ( 60/3 I "G. X1/4#6 #10 GNDFIXTURES � 4 ALa�L �La.,�TT�.IAL� ��UIT��E�a A �:�� AI�TL� I��I`:�'TT.�O��'"��IA.E 11 1 BE, LISTED D B ,t A EV OGNI ED TEST �sr. T ,LAB AND s.�3e. r.k.�, � Ar s LABEL D.,.�EL sw F 3/4 XIO GO � GLAD 200/3 3"G. H/4#4/014 6ND .APPROVAL. )60/3 5 COI T.RAC OR. S IAI.L., FURNISH, INSTALL AND CONNEC17 ALL MATERIAL ANi,;+' o ( EQUIPMENT EOR U -I S WORK O U, NIJ�O1HERWI F NO `FE D.."G. 4#6 #Ij CND �T GONE5510N ® CMAINTE FURNISHD/S OHNE TSWITCHES AT REMOTE MOTORS. 5EN5FORME 41" 1)200/3 60/3 T 01 �O 1 1 1 I 7 ALL. SPACES AS INDICATED ON PANELS OR SWITCHBOARD SHALL B 480:120/208V ( PANE ANE OMF" ESTE W H: HARDWARE AND BUSS N FOTO FUTURE BREAKERO 3/4 XIO GO ER �-- �-- �� � � �� � � � � 5EE SWITCH.. GLAD _ � {-�2}-}� y C CHECK Rr �..(KT 4 A dPLANS /frNS FR �R ✓WI N � .B f R . NSAu.FN <> E—®I—I/2 G. �4#21 SWITCH OUTLETS.. )10013 I _ - `—I ®_9 GROUNDINGAND BONDINGSHA1.1, RE PER CODE I?I...US ANY ADDITIONAL I e PROVISIONS SPECIFIED O SHOWNT ON DRAWINGS. PANEL 3/4o� XIO GOPPER I 1 " � GLAD 1.0 ALL, CONDUIT .RUNS SHALL CONTAIN A. CODE SIZED GROUND CONDUCTOR. 'TOR. 6n It I�; 11 TfIESE In -ANS ARE NOT COMPLETE ETE L NI TIL APPROVED BY TFIE AUT14ORITY I 1 SLANG JURISDICTION. I "G. H/4#6, #10 GND 60 1CONDUCTORS Q 9 k . � ��� r F .2 A��L�� �A�;€.a �.�r E;� � CONDUIT. I �. 1 I PANEL 13 ALL CONDUCTORS SHALL L BE COPPER WITH T-IEHN/THWN INSULATION,. 1211 1 1/2" &ALV I N I ZED 5TEEL < > GEIEGKER, PLATE B.E.S. GONGRE/2® LOADING GEI�ITER PRODUCTS #C -11-130- G I X30 1=L.U5H F'ULLBOXI UNO � ------------� GOVERIN6-7 BOTTOM Mir, 01 •� 0 2 6ND TO PANEL 11L2" VV B .I 191.4,., 1 / V GROUND ROD 5EE -0 BONDIN6 D I A6A-PANE. 11" GONNEGT T BOND TO METAL PIPING 6RpUND ROD 5Y5TEM5; GOLD WATER ePIPING, GAS PIPING, ETG. BONDING D1,46R,4M-P,4NEL "HI" FiNisHED vRno ' I F] LI 1 1 1 1 1 1 Iti�I I i- METAL LAME 611 EN .12 5GALE:NONJ CITY GF BAKERSFI--D. CALIFORINN11A 5Y5TEM5; GOLD HATER 1919 1919 INC7, ETG. u GROUND AGGE55 BOX 5GALE : NONE LUC-7, TYPI it II 1 • i � ■ 101 '-NEUTRAL BU5 MAIN f3ONDIN6 JUMPER,#6 #2 GU r---6ROU BU5 GONNEGT TO- BOND TO METAL PIPING GROUND RDD SYSTEMS; GOLD WATER G 5EE PIPING, GAS PIPING, ETG. BOND I N6 D I A6RAM-TRAN5FORMER "Till � 5GALE: NONE File Name: PUBLIC DEPARTMENT Job No.: 2007-100 Date: 10-15-08 Drawn: BAKERSFIELD SPORTS VILLAGE Designer: Cheeped BY: PHASE EFS COMPLEX REVISIONS No. DATE DESCRIPTION 47 SINGLE LINE DIAGRAM, SYMBOLS GENERAL NOTES, DETAILS rn 0 O N I 00 o W cn F ry LIJ CL ,SYMBOLS ® CONDUIT EXISTING IL iL CONDUIT CONCEALED IN WALL OR CEILING CONDUIT CONCEALED UNDER FLOOR OR BELOW GRADE CONDUIT STUBBED OUT AND CAPPED CONDUIT TURNED UP CONDUIT TURNED DOWN --- HATCH MARKS INDICATE NO. OF #12 WIRES IN CODE SIZED CONDUIT (3) MAX. IN 1/2- C., (5) MAX. IN 3/4" C., A_3 (8) MAX. IN 1-C., NO MARKS = 2#12 1 HOME RUN: LETTER INDICATES PANEL, NUMBER(S) INDICATES CIRCUIT(S). �— GROUND CONNECTION DISTRIBUTION SWITCHBOARD OR PANEL PANEL, BRANCH CIRCUIT TYPE, SURFACE AND FLUSH SIGNAL TERMINAL CABINET, SURFACE & FLUSH FLUORESCENT FIXTURE 2 OUTLET DATA: BAR INDICATES WALL MOUNT, LETTER INDICATES ® SWITCH CONTROL, NO. INDICATES CIRCUIT. BOLLARD FIXTURE SURFACE MOUNT STRIP WALL SCONCE LIGHT FIXTURE CO PENDANT LIGHT FIXTURE ADJUSTABLE WALL WASH LIGHT FIXTURE DOWN LIGHT FIXTURE EXIT LIGHT WITH ARROWS AS SHOWN ON PLANS, WALL AND CEILING MOUNT. A LIGHT FIXTURE DESIGNATION, LETTER INDICATES TYPE, 100 NO. INDICATES WATTAGE. SEE FIXTURE SCHEDULE. FC MECHANICAL EQUIPMENT DESIGNATION. 1 SEE MECHANICAL DRAWINGS. SPECIAL RECEPTACLE — SEE PLAN RECEPTACLE, DUPLEX, 15A, 125V, NEMA 5-15R +18" U.N.O. DUPLEX RECEPTACLE MTD. ABOVE BACKSPLASH DUPLEX RECEPTACLE W/LOWER HALF SWITCHED GFI GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE DOUBLE DUPLEX RECEPTACLE G - RECEPTACLE, DUPLEX, 20A, 125V, NEMA 5-20R +18" U.N.O. JUNCTION BOX 4" SQUARE, 1-1/2" DEEP U.N.O. 2 MOTOR, NO. INDICATES HORSEPOWER DISCONNECT SWITCH, NON-FUSED s® SMOKE DETECTOR TELEPHONE/COMPUTER/DATA OUTLET, TWO GANG BOX W/1 GANG COVERPLATE & GROMMETED OPENING +18" U.N.O. CABLE TV OUTLET +18" U.N.O. MOTION SENSOR EXISTING SWITCH E s SINGLE POLE SWITCH QUIET TOGGLE TYPE RATED AT 20A 120/277V A.C. +42" U.N.O. FACP FIRE ALARM CONTROL PANEL GFI GROUND FAULT CIRCUIT INTERRUPTING LST LABOR SAVING TANDEM MLO MAIN LUGS ONLY W/ WITH C. 0. CONDUIT ONLY F. B.O. FURNISHED BY OTHERS, INSTALL & CONNECT U. N. 0. UNLESS NOTED OTHERWISE N. E.C. NATIONAL ELECTRICAL CODE N.I.C. NOT IN CONTRACT (E) EXISTING (N) NEW (R) REMOVE (RL) RELOCATE S/M SURFACE MOUNT U /C UNDERGROUND CWP COLD WATER PIPE AFF ABOVE FINISHED FLOOR H ACR HEATING AND AIR CONDITIONING RATED CIRCUIT BREAKER NOTE: NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT. Drawn: BAKERSFIELD SPORTS VILLAGE Designer: Cheeped BY: PHASE EFS COMPLEX REVISIONS No. DATE DESCRIPTION 47 SINGLE LINE DIAGRAM, SYMBOLS GENERAL NOTES, DETAILS rn 0 O N I 00 o W cn F ry LIJ CL 7.9-166 w LL ry W SHEET NO. Q E-0 M 0 1 2 3 1 IL iL • 1 7.9-166 w LL ry W SHEET NO. Q E-0 M 0 1 2 3 1 M SERVICE. 277/480V 34) 4W SERVICE: 120/208V 30 4W MAIN BKR 300A I OOA I BUS: 400A LOC SEE PLAN SQUARE D'NQOD'PANEL BOARD LOC,.-. SEE PLAN SQUARE DNF' PANEL OA PANEL "HT MTG,: FLUSH IS ERVICE.- 277/480V 30 4W ............ MTG.: FLUSH 200A �L M pT _F§`GS 225A T R L M SQUARE D.NF' PANE LBOARD 0 L R I REMARKSC LOAD E T 1 G S 0 L R I I R I R R I 0 E T L C G I 8 LOAD R REMARKS ... ....... - OA 0B OC C ---------- ----- -- E .......... P C C P E (PA (PB OC T INTERIOR. 544 0 17 1 20 1 --- 2 --------- 60 3 128 3 C PANEL "H 1f EXTERIOR 712 12 1 20 3 4 1 20 5 632 (M OC 2880 BOLLARDS . ...... ...... ) 164 41 1 20 5 6 0C 7 8 20 1SPA SPACE 246 SPARE LCP1 1 207 .......... ...... ....... .................. 8 200 3 SPACE SPARE PANEL "FiZf _11Z,XTI�RORIC=_ -1-- 1 120 9 10 12 20 1 SPACE 500, SPACE 1 00 1 20 11 12 ............ ....... ............... SPACE ARE SPACE VENDING 1500 1 1 20 13 14 60 3 (5870 SPACE ON, TRANSFORMER flTiff 1 11 2 0 15 16 "N' SPACE 6200 v 1 20. 1 20 17 18 PANEL 288 SPACE SPACE 5100 4f SPACE 20:21 13 14 19 20 60 3 SPACE 1 SPARE 20 231 24 e- V. 1 1 21 22 PACE SPACE 1 20 2 ........... .......... 7 ........... ....... 23 24 S PACE SPACE 20 - ----- - ----- - ----- --------- - ------- 19 20 25 .. ...... .. 26 ------ 1 SPACE 29 SPACE 21 22 27 28 1620 SPACE SPACE 35201 3480 3480. ,TOTAL 28 24 2930 OA 5870 SPACE SPACE 0C 5100 AMPS- 47.661 25 26 31 32 SPACE �A.I.C. RA11NG- SPACE --------------- 27 28 33 34 ------- SPACE SERVICE, 120/208V 30 4W SPACE MAIN BIS R,, 60A AMAPA. M k k 4, $5. N, 5 i 29 30 35 36 SPACE ............. ................... MTG, FLUSH f6WOfA .6 31 82A 37 38 P T ............... SPACE T P R L M REMARKS 33 34 39 40 R I SPACE I R SPACE I LOAD S ---------------------REMARKS (P A 35 36 E 42 C ............... SPACE P E . SPACE OC .......... ................ 544, 712, 1 64 ...... . ........ . .... ............. ... . ...... 37 38 ............. 1 2 SPACE 5998 6832 5 A61 IRI 1° CONTROL TOTAL WATTS 19596 100 6542 39 40 3 4 B-� 7544 SPACE (VC 5510 ,AMPS= 21. 57 i 100 1 ---------- ...... L 6 20 1 MINIMUM BKR q A. I. RATIING= 101 000 AMPS SYM —1 CITY OF BAKERSFIELD, CALIFORNIA NOTE5: 1. FOR OUTDOOR TRAN51FORMER MOUNTINC7, GONGRETE PAD 5HALL V41DER THAN TRAN5FORMER HOU51%. TOP OF 5LABE 5HALL ABOVE ADJAGENT 6RADE. 1/2" HILTI KINIK BOLT 3 V41 3 1/2" EMBEDMENT (2) EAGH 51DE 3" FROM END5 OF GHANNEL. U5E q116911- DRILL B (0" GONG. 5LAB. P41TH #4 f W g _-c REBAR @ 12 O.G. A EAGH KAY. '12 1 TRAN5FORMER ANGHOR DETAIJ 5GALE:NONE 450-01 UTILITY TRAN5FORMER GONGRETE PAD 31000 L55 AT 28 DAY5 No. DATE ` 2 �k 3 N LI -10 GHAR67ER 4 LI -4 LI -6 I 15PARE I I 5PA v N EXHAUST FAN EXHAUST FAN CONTROLS SERVICE: 120/208V 30 4W BKR: I OOABUS* I OOA LOC SEE PLAN SQUARE D'NQOD'PANEL BOARD PANEL "HT MTG,: FLUSH IS ERVICE.- 277/480V 30 4W _FMAIN BKR.: 200A . . .... .......... 0 ........ ........ k ........ . ........ .... _F§`GS 225A LOC.- SEE PLAN LOAD SQUARE D.NF' PANE LBOARD 0 L R I I R I R 0 E T R I L C G I LOAD S R EMARKS IVITG.: FLUSH 0C C E R L C p E 15--- (PC wwww'_ - - C --- ------- --------- ----- C T :P .... lk ....... M 1 REMARKS LOAD E T 1 0 R I ........... . . I R 0 �E T I LOAD 4 REMARKS 20 3 C G S L I R R I :L C G 8 1 20 5 0A (M OC 2880 C E P C C p �E C 0A (PB 0C 7 8 20 1SPA SPACE LCP1 ..... .... . ............ ........ .... 1 2 11 20 9 SPACE SPACE SPARE _11Z,XTI�RORIC=_ -1-- 3 4 20 11 12 20 1 SPACE 500, SPACE 1 00 5 6 13 14 20 1 ............ ....... ............... SPACE ARE SPACE VENDING 1500 1 7 15 16 20 1 SPACE SPACE ON, -------- -- ------ - 1 9 10 18 201 1 ................. SPACE SPACE 1 20. 11 12 640 PANEL 288 SPACE SPACE 1 20:21 13 14 SPACE SPACE 1 11 20 231 24 e- V. 1 1 PACE SPACE 1 20 2 26 60 3 7 18 S PACE SPACE 20 27 28 19 20 . .. ..... ......... .......... SPACE 1 SPACE 29 30 21 22 23501---"-27201 1620 SPACE SPACE 35201 3480 3480. ,TOTAL 28 24 OA 5870 SPACE SPACE 0C 5100 AMPS- 47.661 25 26 SPACE �A.I.C. RA11NG- SPACE --------------- 27 28 ----------- - - - ------- SPACE SERVICE, 120/208V 30 4W SPACE MAIN BIS R,, 60A US: 100A 29 30 SQUARE DNQOD'PANELBOARD SPACE SPACE MTG, FLUSH 31 82A R L M P T C SPACE T P R L M REMARKS 33 34 E T 1 C G S ----------- R I SPACE I R SPACE I LOAD S ---------------------REMARKS (P A 35 36 E P C ............... SPACE P E . SPACE OC STORAGE 540 --------- -------- 37 38 -- -- - ------- - 20 1 2 SPACE SPACE IRI 1° CONTROL 100 39 40 3 4 20 1 SPACE SPACE IRRIGA110N CONTROL 100 1 20 42 6 20 1 SPACE 0 0 .......... ----- ------ 1 1 20 7 1 .............. 8 20 1 0 0 0 LCP2 TOTAL WATTS= 0 Ao 1 20 9 OB `0 - - - ---- ------- 20 1 ------ ------- --------- - --------------------- ---------- - ----- - - --------- - - ........... EXTERIOR AMPS= 0"' 4 1 20� 11 12 IMINIMUM BKR A.1,C. RATING= 10,000 AMPS SYM SPA,RE 1 20 PANEL 11HY 14 ,SERVICE: 277/480V 34) 4W _IMAIN BK R� 60A 1 20 15 US- 125A. LOC.: SEE PLAN ,.SQUARE DNF'PANELB0ARD .......... 1 20 17 18 MTG.: FLUSH R L M P T C C T P R L M ........... REMARKS LOAD E C T G 1 S 0 L R I I R ........ I R 0 R I L E T C G I LOAD S REMARKS O A (PC !C E P C C P E C (OP A (P B (PC INTERIOR 128/ 4 1 20 251 2 - --- ----- ---------- ---------------- ------- - - — ----- -------- - ----- -------- SPACE EXTERIOR 632 12 1 20 3 4 BOLLARDS 2461 1 1 20 5 6 SPARE A A, (D))l 6001 100 1 20 7 8 ...................... .......... TOTAL WATTS 1340 OA=11 640 1120 9 10 �100 AMPS= 3.719 � 1 20 11 12 1 20 13 14 .................................. 1 20 15 16 1 20 17 18 128 632, 248 ........ ...... 0 0 0 TOTAL WATTS= 1008 OA 128 OB '632 (PC=: 246 AMPS- 1.21 -- ---- ------------------- .......... . - 'MINIMUM BKR. A. I C.. RATI NG= 10 000 AMPS SYM CITY OF BAKERSFIELD, CALIFORNIA NOTE5: 1. FOR OUTDOOR TRAN51FORMER MOUNTINC7, GONGRETE PAD 5HALL V41DER THAN TRAN5FORMER HOU51%. TOP OF 5LABE 5HALL ABOVE ADJAGENT 6RADE. 1/2" HILTI KINIK BOLT 3 V41 3 1/2" EMBEDMENT (2) EAGH 51DE 3" FROM END5 OF GHANNEL. U5E q116911- DRILL B (0" GONG. 5LAB. P41TH #4 f W g _-c REBAR @ 12 O.G. A EAGH KAY. '12 1 TRAN5FORMER ANGHOR DETAIJ 5GALE:NONE 450-01 UTILITY TRAN5FORMER GONGRETE PAD 31000 L55 AT 28 DAY5 No. DATE ` 2 �k 3 N LI -10 GHAR67ER 4 LI -4 LI -6 I 15PARE I I 5PA v N EXHAUST FAN EXHAUST FAN CONTROLS File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 Drawn: BAKERSEI ELD SPORTS VILLAGE PANEL SCHEDULES, DETAILS Designer: Checked By. PHASE 1 SOCCER COMPLEX A 7.9-166 Lij F 7 V) ry SHEET NO. < 2 3 SERVICE: 120/208V 30 4W BKR: I OOABUS* I OOA LOC SEE PLAN SQUARE D'NQOD'PANEL BOARD MTG,: FLUSH R L M ------------- P T . . .... .......... 0 ........ ........ k ........ . ........ .... REMARKS LOAD E T 1 C G 8 0 L R I I R I R 0 E T R I L C G I LOAD S R EMARKS (V A 0B 0C C E P C C p E C (PA V3 (PC AUTO FLUSHERS 350 1 20 1 2 30 3 2880 CHARGER NORTH 720 4 11 20 3 4 2880 SO X20 1 20 5 6 2880 MECH, CONTROLS 500 7 8 20 1SPA LCP1 500 11 20 9 10 20 1 SPARE _11Z,XTI�RORIC=_ -1-- 900 5 ---- -----_-------- 1. 20 11 12 20 1 500, EXHAUSTFAN 1 00 1 20: 13 14 20 1 ............ ....... ............... ARE VENDING 1500 1 20 15 16 20 1 ON, -------- -- ------ - 1 20 17 18 201 1 ................. 1 20. 19 20 60 3 640 PANEL 288 1 20:21 22 600 1 11 20 231 24 1 20 2 26 60 3 SPARE 1 20 27 28 1 20 29 30 23501---"-27201 1620 35201 3480 3480. ,TOTAL WATTS 17170 OA 5870 013 6200 0C 5100 AMPS- 47.661 MINIMUM BKR �A.I.C. RA11NG- 10,000 AMPS SYM --------------- PANEL 112" ----------- - - - ------- SERVICE, 120/208V 30 4W MAIN BIS R,, 60A US: 100A LOC.: SEE PLAN SQUARE DNQOD'PANELBOARD MTG, FLUSH R L M P T C C T P R L M REMARKS LOAD E T 1 C G S 0 L R I I R I R R 0 E T I L C G I LOAD S ---------------------REMARKS (P A OB (PC C E P C ............... C P E . C 0A OB OC STORAGE 540 3 1 -- -- - ------- - 20 1 2 .................... .. 20 1 SPARE IRI 1° CONTROL 100 1 20 3 4 20 1 IRRIGA110N CONTROL 100 1 20 5 6 20 1 IRRIGAIION CONTROL 100 .......... ----- ------ 1 1 20 7 1 .............. 8 20 1 LCP2 500 1 20 9 10 - - - ---- ------- 20 1 ------ ------- --------- - --------------------- ---------- - ----- - - --------- - - ........... EXTERIOR 4 1 20� 11 12 20� 1 SPA,RE 1 20 13. 14 1 20 15 16 .......... 1 20 17 18 1 20 19 20 .......... - ........... .......... 1 20 21 22 -------- --- 1 20 23 ........................ 24 1 20 251 26 - --- ----- ---------- ---------------- ------- - - — ----- -------- - ----- -------- 1 20 271 28 ---------- 1 20 29 30 A A, (D))l 6001 100 0 0 0 TOTAL WATTS 1340 OA=11 640 OB 600 �100 AMPS= 3.719 � MINI MUM BKS �A.I.C. RAIING= 10,000 AMPS SYM File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 Drawn: BAKERSEI ELD SPORTS VILLAGE PANEL SCHEDULES, DETAILS Designer: Checked By. PHASE 1 SOCCER COMPLEX A 7.9-166 Lij F 7 V) ry SHEET NO. < 2 3 =...... CERT16F" ... ICATE OF COMPLIANCE (Part I of 4) LTG ...... ........ ... � ....... 1- ..... � ..... � .... 1- ..... .. ... 11.,"."��,"�%�.,%"�"..'�.I..��,�.,�..,.%,.%�.-.,�.,�.,��.� ...... %�,,�"Ill.-�I.I.I.I.I..,.",.-.v ............ _.1.-._._...----.V- .... _ ...... e_- ...... q--.-:- ..... �.., ..... � ...... �%.��..�.,��,.��.%�.,.,,�.�..�....��,�"".,�� ... �.,���..�.,�.-.V.�,.,�..�..�..,..%,.-.,..%,.%.,.,�'..�.."".,..,.",� ... q------ .... ____.- ... �.,�.%�.�.I..��..%.V..�..�.�.,�.""�..�,,�.,,,.�.I ... . , , � PROJECT NAME I DATE � I � . r . . : . q ; I � � Bakersfield Sports Village , 1, 3/25/2009 . II I .. .. .. .. , 1 I I I - -1 � � , , -1 �.. I.., I I 11 11 11 �, 11 � - I. .1 .1 - - - _ ".. �. _ I_ _ " � ___. ''. , ''. , , �, I I 's PROJECT ADORES$ .1 : � ; � : a : � ; ; i Gosford Rd. and Taft. Hwy : ............. 6...- 11 0��i,111111..,., ..... o-.,... : � . �.. _ _ �. _...." .. .. .. 1. I " �... " _.. � ............ ____ _ ''. �, ". " " __. _ �, ___ " �. �. �. " , , ''. _ , , , , " _ " " ". , _ _ " , _ " _ , �, __ _ _ _ " �. _ _ �. ., , _ " , _ , , ,. . _ ., , � Building : . e � I i � PRINCIPAL DESIGNER - LIGHTING JELEPHONE ,� ; d : I % : ., � . � . . . i I John Maloney 661-831-7851 � � : � : � 11 1. I �. .. . �. �. 11 I I.. 11 11...- 11 11 11 I I I ".. I 11 11 I., 11 11 1. I 1. -1 11 1. 11.1.1 1. I—— 11 11 11 11 I I I I 11 11 1. 1. 11 11 1. I I I � 11 � �. �. � I . ,� . I 1. I I I I 11 : .. .. .. _____ , _ ,,,,,,,, 11 I "I 1''.., 11 11� � . . � I'll, � I DOCUMENTATION AUT14OR TELEPHONE ., ct)az�'ed t�ylfDale` : ,: . : i I . ; .; ; : ; . � ; I . � . JIMPE Electdcal En2ineerinq � (661) 831-7851 .. f1_'�ft-M1r1"tAw4,i We .; I : � a .IGENERAL 114FORMATION .1 . � : I DATE OF PLANS BUILDING CONDITIONED FLOOR ARFA CLIMATE ZONE : 1. : ; . ; . ; I � 0 sq�Ft. 13 . : . :1 ..... ................................. �.... ... .............. .. ... I .... 11.1 .. ...... "'..".11.- .... 11 ...... : ................ ................. ..... ... � ..... ........ .. � ..... ........... ; .. � ]::: - - ----- , , - ... � ::.:::: , .. , - � - - 1-.. 1-1 ... I—: � . . . : I Sul-LDING TYPE : NONRESIDENTIAL � � X.. . HIGH RISE RESIDENTIAL i� HOTELfMOTEL GUEST ROOM, : i: �1.1.1111 .: ...... I.:, . �. 1.1 �; w . q : I . �. : ; � r CONDITIONED SPACES x UNCONDITIONED SPACE$ INDOOR & OUTDOOR SION$ . I I j 1.111.11 ... ; - - ... ............ .......... I .................... � ..... � ..... � ................... � ..... � ......... .................. � ... _ .... ....... � ........ I ... I ......... -1- ......................................... 11 .... I ...... ...................... � ......................................... � ................. � .... � .................................. � ........................... � .................. .... � ......... I ... I—— ... I .......... I ... -1-11.-.I., .................. � ........ --11 .... I ...... � .......... I ...... ................. � � -1.11..1.1' , 1-11 i % � � � :PHASE OF CONSTRUCTION )C NEW CONSTRUCTION ; ,; . . � ADDITION : ALTERATION q . � . .111,11-1. � � �, _ _ _ �. �... _ ''. �, _ , _'. _ ___ �, � , _ , ".. '' _ _ __ L:�. ,:,.:.,,: , , ...�,,��Ill''".,.,.�.���,.�,:���.,-".�I -.:,]:-.---1 111. ... 11 1. � 11 I 11 I., 11 1. I... 1. - . 1-11 ".V.. '' . � ; ; I I : ��. METHOD OF LIGHTING : COMPLETE BUILDING : AREA OATEGORY I i. TAILORED PERFORMANCE : . . . � ... I— ... 1: � ..... � .1.1-1-..".. i.. "... . '=MPUANCF_ 1--.11 : . . : . 1, COMMON LIGHTING � . : .1 ......... A . I � : .1 ..... .. --- 1. 'OF COMPLIANCE L�Lj . . '� This Certificate of Compliance. lists the building features and performance specifications needed to complymith Title 24, s: � zI . I �.Parts I and 6 of the California Code off Regulations. This certificate applies only to building lighting requirements. ; , � . . 1. � . I The documentation preparer hereby cer6fies that the documentation -is aocurate andcomplete, i I . . � : ,I I . I � -1 � I I I . I I 1. .I...."11I.I... I I'll I I I—— - I , ; . AIGNATURE DATE I : I � . ; I I . ; I . I . . ; ��ll-i.11".�-.�-.��w.,��.�"v�.%�I.I..I - ,------�.,�%,�1-1--.".,�..'��..'.�..�.. ��� . ...... .. 1.�,.�.,�.11��.,-...-.,-�.%�,,,,,..�--.�,�....-,-,�,-".�..,.,--. 1-1,'..%��"��',,��.."%�"Z."..���.�--.�"-l-1.�l.,'..Vl���� ..... . �%',.�.V�.%.��.%,%.�l,-,V,.,.-.,.I ....... �"""-,-'..",.,�.,�".,�,"...%,%��.%.�.I..�-"�,.�,,�.-�,-�--"�...� ...... -11 I-, _,_� � . � I z � The Principal Lighting Designer hereby cedifies that. the proposed buil-ding design -reprosented in: this set of ioonstruction documents . I : . I I . 1. is consistent With the other complianos forms and worksheets, with the. specifir,ations. and with any other calculations submitted with j � : ; . ; �; this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections I 10, 1 1 9, � ; ; � I : . : : . 1, I X - 132,146,148 & 149 of Title 24, Pad 6, ; � I � I . . 1, ; � )s Tho, fA o n r, $t, s peaffli ca t io na, m a ot t � 0 mo, V ire riw,m, s of Ra it 6 f S a r. tJ, or, 5 I 0 - I 0, 'I W), . I i . . : �, i . � �;,f I vt, : � !^ The iiislaltaVav oeffiffeates met the �"ufrerrmft of Part. 6 (10-ITsa a), � . , . . .1., : � . ::_::k ; w : I . : w � )k, Th* openation & maintenance information mew. the requim-ments of Pert 6 (10-103p�). i � ; I q � : ' . : . I Please Check One., ( ,These sections of the Susziness and Professions Code are printed in full in the NonresidentialManual.) ; I , . : : . .. ; . 1 w . I , . : ; � Y I t,ere I : ,. 1, ,by 0, ir", amt I am efg,bie undef tm p*Ai0arts of Divis;ion 3 of the Business and Profa,iwiens Gode to sign this doowm"j a- ihe peteon � I I -1 � 1. M-VonsVe for i% prepamtioo; and that I am Vcwnr-04 in the State of Caflfomlg of, a r*l eaginm or, ele,ctdca.� ongineor, of I am a limnsw wenitact. : � . � � � : I : � : � : � _._ � � : I affirm. th* I am. eligibia, Under the pravis�ons of D;Ms�on. 3 of the suqOass and PmfWsions Code. by Section 56372 or 6-737.3 lo sigf,,,� this document �; � i . � � ....... I � ! � afs44,,e porson respoosibte for its preparalion', oM 0,,at I am a. 44�en�ed contracW pert ing .' ,. : � , Voark, : I � I . ; � . � . . : . I 1. � : . I affli'm that I am 6i9lNe under the exernplion to V�Mslof, 3 of the Bus�nass and �� Is � ; . . , , 11 Gig is dooument bec,atise it wtafns to a : ; i . . ; .1 -1 . : �. s.�fu&ureotlype,of,,Vo*desm'bed.asexe,mipumuaftttoau'sinesse:p�dprofes oil e iops X, 8 and 6737-1, � I � . i ... ....... I � ....... .. ...... .......... . ............... -1 ....... I ...... ........ __ ........... 1-11 ... 11160 I .... I.... ....... ....... � ......... � ............ _ ............ � .............. , , , '"""'" '' , " I I �' �*i dioA.L"�idi4ti4,G,,b,ii�id�i'�k�'- hA"" , " " , , , " , , , , , ..... , " " ** " i ;�i;b , - � ex.01 L ; . i c : . 509 1 � . . I ; I . John .MaL.on . , Lt, *t � 21, �� �� �� �� �� �� I ... �.. . I I 09TIENTMANDATORY MEASURES - -1. --,"t, I I I I ___ , , , .1, . I .. .... -_-._-_._1-- __j � I . . 11.1.111.1. 11.1-1-1 ... 1. . I... 1.1.11.1 -...-1-.--.1 ........ .. . ... .... .... -.--11----- ..... I.. : � . ..1..1..1-..1-..-- 11 .. 1. 11 I. 1.11. � : % 1: I e: � Indicate locabon. on plans of Note Block for Mandatory Measures � : I 1: pI 1. 1. I.. ...... �. I 11 11 � . I .1 � I 11 11 r, I 1. I 11.1 11 11 I 11 I... I—. . 11 1. . 11 I 11 1. 11 11 � I �. � 11 I I ..., 11 "..., I .1 I 11.1 I i � . ..... �.., ..... -.1 -V-111 I : I . � - - , , � je tL . ,CE,.E0R-MS,,&.W0ftKSHELT§,. ..... .. - - - - ----- -.,x -.-I-- -�-1-14_011,eoi`box4b � . JGHTING COMPUAN _ _ m____ , K$110. ot is. lipcwdedj __j � . � I �i . �Ix. LT13-1-C. Part$ I of 4 and 2 of 4. Certificate of complianoe� P � I of 4 and of 4 are nequired for all $Q�miffals � ' � . . " � � . SU i . . . �_: : i�': LTG -1-C, Part 3 of 4� Cedificate of Compliance, Pa.. 3 of 4 SU I ittal is required only if Control Credits are claimed . � . �. ' . . ; , : 'arj�� bmi w , q A.: LTG -1 -C, Part 4 of 4: Certificate of Compliance. Part . bmittal is required when lighting. controls are installed . - i : � ; : ��Y: : _X., LTO -2-C: Indoor Lighting Schedule : ,: i - . �i ; LTr3-3-C: Portable Lighfing'VV*rksheet : _1 - ; � . ." e :f.:1LTG-4-C: Lighting Controls Credit Worksh,eet � , , . � s . * I . , I - 1. -5-C,, : -x LTG Indoor Lighting Power Allowance i . . I . �� E.1; LTG -6-C � Tailored Method Worksheet w . �, : � , : � � .... ::: LTG-7-C� Room Cavity Ratio Worksbeet : . I : I , ., , : I " " I LTG -,B -C, : � � : ; ' . Common Lighting Systems Method 'Worksheet I I � . I . . �: " � �:: LTG -9-C: Line Vottage Track. Lighting Wo*sheet : �. I 11 I I I I � 1. I I 1. 11 -1 I I 11 I I 11 -1 I...., I 1. I 1. I �. I L . ".. I 11 I I I.. I 11 ".. 1. ".. � � I � * 111.11 11 1 � E,nW9yPFQ 4.4, by Energi$04- um, Murnwr 707f, 1JrQb U�Iwfbor Pww " d, 14 S 1. , . I ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES I..... ..... .... .. .. ............. _,__ � f .. ................ I i , , 0 ! f PAGE TOTAL �, f I ...... 1.1-11-1111-11 ........ ... _ ____ e-1111-11, z ,,,, COMPLETE BUILDING METHOD (From LTG��C) ' ' ALLOWED ?�� L -J", AREA rOATEGORY METHOD (From LTG -54) WATTS �- --1--__-_1__1--, ! 1p.__., ; � i TAILORED METHOD (Ftom: LTG -64) ALLOWED LIGHTING POWER L___; I : : I ; , t 0 , i______..1_ ....... � .... .. _.__ _. , -11 1ALTERN=-_QQhRQ6jjQ9 ... . . ..... . ... .. . ........ �_ � � ,_j PERFORMANCE MMOO 11111-111111111 ... .. .. . "....",..,..�....�..��...,...".,...'�.1.1.1111.�ll.�.�."....�...".�.....'..'I V.__, ti . i COMMMON LIGHTING SYSTEM (From LTG -8-C) _--- .. ..... ..., � ..... .. .. .. I , : DATE ; I I—— . .111, rXILLOWED INDOL)R LIGHTIN2 P9WEX MK ON5570-WON I ED I SPA � C I E 1. flFro � m I . L I TG -5 11 -C I I I—, 1.11 -1111.1 � � I "I I � I I -.1 I 111-11-1-1 -11 I—— 11 11 LA%.2&2.X'rN".5.U.0_.9 ..... W. MA ...... CH 1. � MR.I. U 1 U. 7 M KAM.'. U.3 ... R..T.='.�-..'."P�i!"iq..i"ii�!,.,�.!I I ��,���ll,��.,�,,��.�,�-���-.��--�- .... -.-1-1,w1= ,�____1, _____________" �^1A1-1^1^1-^11^1^1- 1^---1-___-1 r ----------------r - � � I 1 i CONTROL LOCA ON CONTROL i .1 I i , CONTROLTYPE I TI � � ---- - --A-', `_f&_� � I i I NOTE T i I Cbe�, if ; ' ., � * CATION i I , lRoom, " IDF � I (Auto rime S"ch, Dimmtng, etc.) 3 1 SPACE CONTROLLED I , � . 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WILDING CATECORY (From Sootion 146 ToWe 141�-S) ----1 ...... ���l-l�11.1-�-1-1-1--�-��-.,-,�,.,�------�-,�-�--l".--,.-�,-�.1--l�l---� --------- � -------- ---------- ,. 111.1-1-11- 1. -11__ __ _ I—— 11 -1 _. 1-11-1..".. -1111-.... I., 11--1 1. - ... .1 .1 �, I I'll, I -1. -1 ""' 11, I I—— .1111111111- I I 11 ---11 �. I., I 1. I 111. .,.,..-----.�.�-,---�-�-��-�.,.����---"--�.��� ... � ... _ - ---- ____.___________ ..��..��.�l-.-----�-1--�11-1.1-11,11-1 --- 1_1_1_-_1.1_-1--- i� ------ __ ... ... ': ...... o, I .... -, � ; : �� ..... .......... ^ ------ ., � ------- __ I , i - LOWED , ; WATTS � , ; i i COMPLE,,M_ 1 1 Ail, I � 1 i; PER SF i I BLDG. AREA " i WATTS � -1-1 ---- ....... ... � ....... 1--_-1_1__1--1-.-4 ; ; F1_1 ----------- � ------ I ---------------- � f__ -------- 1-1 ------------------------ � �,�-.--�--.--�-1-�1--l�--�11-11-�,�i , � ; i � f i �i � i : � i 11�_,: 1--_.-1-----1.11- 1-----._-. I'll, J L1.1111.1-1 ... ..... __ 11 I.."...- IJ �.".,."."�.�."�",.."",.''.�",..��.�i 1__ ____ I I I...", 11 --....J __ --"-,�11-1111"-�,,�-�--,�-",�".�,-"--,----------,---""---,-,-----------,-,-,-,----,-,-"--------"-,-",-,-"-,-,---,-,--,--,-,---,-,--', "I�1.11,��,�l,,.�,,��ll,�-"-.--�,�-,-���� _________ ------- � ------------------------------ � ------ � -------------------- __ - ---------------- � --------------------- � ----------- ___,", I'll-11-�-111,11-11-11,11,1111,-1--,--,--,"I . ......... . �,-----,�--l-�'ll""I�'ll,�-�11:1�""2,2-,---",�-,---�,�,,�,,�-�,,�-�,�,----�,-"�--,--,-,-",-""",-- _.1_.1. ...... 1-- 1..-_11_1_1_--- ... ---1 ... --1, I'�,.�l.--,,-,�-----�.-�.-�-,----.,�-�lI � i ; i i WATTS � � ; I AREA 1 1 ALLOWED I i � � I ; : � 1 WATTS ! � PER SF I � (SF1 � I I i � , File Name: Drawn: K I Job No.: 2007- Designer: _ NT Date: 10-15-08 Checked By I..... ..... .... .. .. ............. _,__ � f .. ................ I i , , 0 ! f PAGE TOTAL �, f I ...... 1.1-11-1111-11 ........ ... _ ____ ........ ....... ...... .... .. .. 01 ............................. ,---,, 15& 1 / ;� - -1-111- -1--1------- I () SUILDING TOTAL I �11111_1_11_1_1_1_1_1� I 1 1, 1 I �-11-1_1_ , ... � .... � �''. � .- ", � __,__,_______ 0 � _1_1� '4 AREA .... .. ____.____.,__,-, � � � 3/25/2009 1 5 � T WATTS i��;, ,,,,.,,,.�,O-N-E-,P-$,-P,A,-!;--E-$,-,,-,-,-�-.�,-""-�',,'���"""""�".,-,"-,-"�",--"^ ... �,"-�'�"-,-----""��,-,-",,-,--"",,.",-�"""----,",---�-,�"-,-�-1",,",-",--,-,�,"��"""""--,--",-,�- I 11 I Gosford Rd, and Taft Hwy '? , ; 5 ..... � � i�_,*iW,*i'i**** ......... ....... ..... i -7-771-7-77, I � I ; TOTAL ALLOWED WATTS !, i �� " " � 0 � 1 �*' " -11 1-11 "I'll ,I -11".11 _, � 1.11,11. .. 11-1",_ .... __ -1 1-1_ , __ (Fmm L7G-6-C at from computer run.) -1-11111 -111.11 ,... ..... . '_ ----11''111 -1--.--, I � I I 11 -11 11 I __1-.____,_____ -111 --- j � I I 11 I—— I I I I I I 1-111 6'ii�Ai6E-fi--^-^--------""-'----"-------,--,-"--^ ----- - - -------------- - ^-^"---^---^--,----,---,-,-"--------"---------------"-----,---,^,^,-"^-------,-,,----,-,----------------,------^--, � ^ """ 1 FUNCTION TYPE _X 1, OUTDOOR LIG14TING j ; -OUTDOOR SIGNS [ ] INDOOR SIGNS ., ." I, � ......... ; -1 ... 1. I I ; ''] ,I , i I . I "I--,.,----.,,-,"--"-,."--",�,-."�-"-,-----,V--,-,.�--,--"�",-,-Y,�----�,11�1,11-1-�.'I Complete Suilding. and Area Catagory IVIethods , 11.i� -1-111:�Ill"---",-".,"--'--Y-'--f ......... -----,---�-,---,---�,�1,11--,,,�'ll.�l,".,.,�'ll'I."�.�.11,111,11,,�Ill""--11--"-, . I _7 � WATTS : . �. ; I AREA i ; I 1 i ALLOWED � Category (f roM Section 40 TablO 146�8&C) -.1-111.1 "I."..-- 1-1----.- _,______ ... I—., 11-1 1-.- �..",�-...'�.111"."-",-""".�11--l"� 1-1 -I.---,, 11.-11-11-11111-_ � , i ; . : I PER S,f ; , _11-_------_1 .... -_-11.1- ., ... 1-1-1- -4 �_ 1-1 11-1 - ___ � -1, I'�,,�'ll-��1109"-,�..'�,.,�"".-� * 1 ` '__._.,._ WATTS ! ... ... _.._..___--A IThiscertif e applies only to building fighting requirements,, : 1 i , � I_ 0.60ii 724] , 1 " � 4341 1- . �, � I � - , � ��. .1-1 �, � 1- � ..1-1--1 Mechanical Room _ . . ........ ______ ... ...... . _____._ ......... . . ........... . ...... ���.,-,�-----�,-----.,"-,---------,,-,.".,�".,-,---"",.,� I I I � 1.111. � , I." ,,,, I I'll � �, , J - _____ I., ,� � : ; ; : i " ; 1 642 : 0 .70 i I ....... ........ . 1111-1111--1111 �1____,,_ . ......... I i H � -A � 449� � I ! Room 1P ,�l-VI-y�ll-��ll""�y,.",�-.��,--.-�11.11,11.11�'ll,��.1--l��--�1,1,".."--%,-"."",,--"-,-.Y,.,.y,"".",."-�"-�,-"�,-"--"".-,""",%11-1.1,1�"-.��.1%1.�,,�,11.�",��,"V,l�"?""./.,Y,.,.�,.,,�,�,�,�-..,%�llwl.1,�'.1-�,�-,,-,-,,---.,,/,-,-",,,�5'.� ,��.1.11,11.1�.,�"..".".",.".,�'ll,�1.11,11,�..� ...... � ..... .- 1111- 11-1 11 1-1 �l".�I.I..",�,,��,�1.1111.�-,�..-""��.",-.�.,�,,�I 1.11.-11-1-11 "I'll-,-- t 11--1111111111.1- � � ?- I � � 0.8n il I ; 2 8 0 , 11111- " i � ; . � I I � ; i � i , � : 1.-1-1-..1.-11--. 1-111".."11.1111 ..... ... ....... _ ......... ..... � 111.� 1, , , � , � ", _, IS, -111-1-111 t , 11-111-111 : i i � � � . , ; : j-------------4 � I ,,' 1 , , 1 I I i 1 , I' , � I 1 2241 � 1 , , , " , , , "I I 11 11 1.11-11. I, � � ".11.111111111-', . ....... �. 11". -11 1-_----1-- I I'll ". I'll I ..", � 1. 1.1-11. I I 1. I—. 11, 11.1 1. ---111 I., 1. 11 I 1-111-1111.1--_ ....... "I�.1111,"-.--�"-"""",",",-.--"-",-,-".%,."",,.,".",-."I'l�,%l-. 1111111_1_�__1111 -I'll , ; , � 1. 1. I... 1. I -1, .1 _1-1 _ . ... ...... . -11.1-1 111.1 11,111-11-11111".-11, 11 -------- I � � � - � 11 11, 11_11-1111 _1111_ , ,� � I I i , � ; : I I ______ " .,-_-1-----__"_-, ,_,._.,_,_1 I'll. "I,--,---�'ll-Il.-.""".,..,-.l.-I'll-I'�-.11-:�ll,� 1 i 'I", F"""", , '�! PAGETOTAL L I?, 6 46 , � ..... �. � � � _ � " I i I I '. i , , ��.�1-111--l-.,",�.1-11,�,,��,,���-�,,��-, ,' I � ___. . ... ... .. ____'. , , �� ! , -,------, " % 1�,l 08" . 1. � �'. � '' �� :� 11 " " ..-- I hereby affirm, that I am eligible under the provisions of Division 3 of the Susiness and FIr essi , . of ons Code to sign this , , , X 'I eng n r I ...... document as the responsible for its and that I am licensett in the State of California as a 60 i es "I _ "I -11, _11 _1 I I I _1111 � BUILDING TOTAL i 1 646 ; , I I � % I I � � -41, � I I � I � "I r "' �� 1 "I �_ "" , "' """" , " , , I - � , 1 108" _ - �� 111 -.1, _ I. " �-U � , � , , , �' � � 'N" 't"), ": , " * , � , , � � � , � , � , , , , * , , , , , AREA , , WATTS � � � � � � � � � � � � � � � � i 4 60, r"r, I` 6'Ni 6 , S PA 6, E i � " -1----1-11--- ��Ill""I",,--,.",.,,,.�".��,��,�ll,�,1-1�,1111,11,�ll,�,11.1,111,1�l",�,ll,�,,��,��,.,�,���,�.",�.111-�,�1.1��,,�,,�'ll,,,��'ll',��,,�,�,,�",,-,"-,""�""�",�""",�,�-�""�",�""","�,,��",�� , � � , � � Y, , � � , , � � � , , � � , , � � , ��' � � � �' . ..... � .... �""�,�",�,�"""."",",""��"1.1.,,.,��l".-���.,��,�,�,�,,�".,,�, 1-11- .... "I�Ill".,�'ll',�,����,�,�,��",�,,� � � �' - �� � " ....... __,. i %_.11.1; because it partainsto a structure or type of work described as x f, pursua , to Business and Professions Code S X, TOTAL UNCONDITIONED SPACIES ALLOWED WATTS I f ..... i � . ...... _ .... . ... ----,- , 11 I............... ....... ... _ -, _ .... ....... - _ .... .. . � . ..... a__ .. .... .. .................. .. . ...... . ... ..... - - - - - ". .. _.- _ .. . .. .... ..... � .... __ __ .... . ........... _, _ ...... ....... I ... 111. .... ... . ........................ . ... .. .. ... ..................... ....... � ....... � ....... ", .......... I ... .. ...... , . .. ................. -1 I Slia I 1 PRINCIPAL LIGHTING DESIGNER - NAME i SIG IWE i . ;: - '0, . John Malon. r� i(From LTG-S�C and LTG�6,C) . .... .___ . ........ ............ � ....... ..... . j I I � I I I I I I , , �A by EnwqySOt uSv,NWy,3x_-: 7676 1 11 I—— ... . ,�,,�",.�,.,�,�,,�""."�",.. -11 1-1. 1, ", " "" � " 1--. --'.-11---- � __ .... __ " I'll", I I I I I � I I I job N�nftr; . 11 I I -11- I'll, 11 I'll, 1. -111.1.11 111. I'll 11-1- _ ". " " . "" 11, ,. .11, I I 11 � 11 11 11 .1 I I I '. ........ 1. 1- I __ 11 11- I I ps"� $0 14 I 1. � � I 11 I I I 11 . I I I 11 - File Name: Drawn: K I Job No.: 2007- Designer: _ NT Date: 10-15-08 Checked By . � � X I All Luminaires with lamps rated greater than ITS Watts in hardscape area, includIng.parking loft, builcong entrances, canopies, and all � � , , ..., I., � � outdoor salos artas m"t the CtAoff RequIramonts of Section 132(b) I : 1, : . Not Applicable � . I � 11 � X � All permanently Installed outdoor lighting meets the control r1equimments of Section 132(c)l ��:,,,_,' - . I I . ._,,.,.,., I I . I I I 11 ''I'll I .1 I I . I .1 I 11 1. I � . 111. 1.1111.11''.."111111111 -111-11 -11-11.111 111-111 11 I'll, .....". 111.11.1 . I � " aulkling facades� parm"g tot,$.., garages, capopies, and owoor $010$ areas moot tho Mulia-Level L�ghonq Re , quirements of S"bon 132(c) . . .1 .11, . . I . � 'Cable I . ; 1-1-111 Not Appil ... 11111-111.1-.11-111.11.1. 111-11.1-1.11. 1.1111.1..".,."",.,�..,.".".".,.,�..,.,-..",."..-."I ......... ___11--1.--.1- ..... '�ll"�'ll�'Irl'�.'�+.r�."..'..'..'..'..I ...... I .......... � ... � ..... � ............. _ ... ___--.-1 � ... ............................... 1- ... I ...... � .................... � ......... � ................ � ........................ � ......... 11 ..... � .... ..... ....... ............. � ....... � ....................... _---1 ... .... -1 ; : Energ�Pro 4.4 try Eperg�Soft Usw Nurnbef: 7678 job Nurfftr Paqe� 7 of 14 . � I � I I I � 11 � I . � � I I I .1 I I I I I I I � . � 11.1 11.1.11.1-1111.1.11.1 1.1111-1 ''I'll 11. I . . .111, I I 1. . I � I 1. � -I PHASE 1 SOCCER COMPLEX z 4 = ky, A uoaz - M � F "M 7.9-166 M 0 N I cu (N I V_ o �_ W Cn �__ :2 0:� W a_ T_ N r11._ 0 rl*- ZUZ ir IrIfel 1111� � CV - - N I F'A No. I DATE � - 15& 1 / L6f 1�i_iIFICATE OF COMPLIANCE (Part 11 of 2) OLTGA:!�.j I , -4. '4 ________._, .. . r,--"---",-----,",--,-,---"""-----"-*-,-""---,-------",-"--------"------,,---,--,-----------"----- 6� � PROJECT NAME ,I ^ � i Bakersfield Sports Vill e 19 .... .. ____.____.,__,-, � � � 3/25/2009 1 5 � T It I.... - _ I ... ., . _ . , .1.11 .... ---.I.. -.....1..1-.- .... .."_� .............. _ ...................................................................... � ............................ _ .... � ........... _ ....... ___ ............... ....... � ................. ........... � ... .. _ ................. I— ...... .................. r. .. ... - i PROJf I .CT ADDRESS I . ... .. - - - , 11 � I I 11 I Gosford Rd, and Taft Hwy '? , ; 5 ..... � � i�_,*iW,*i'i**** ......... ....... ..... i �11----,---,V--,-,.,-,---�1--l�-��1-1--l-1.1---.-,--",�-,---,-.---,-�- _-1-1- -1-11, 11-111-1-1--�-1-11-1.�""..�--.--,- ,-.,--,. � 604;�ftg 1 PRINCIPAL DESIGNER - LIGHTING I ficew ______ 1, r 5� I � I ; � ; . I i ; i John Maloney i 661-831-7851 -1-1-1-- , -- - --- 1_____1 ------- ,----,---, -I,,---- ----�,�-,-"---------�--l"�----,. - -1--_11 ."",.--,.,..",,-.-,.---,.".,.,- ., i I i 5 ; � "'. " � __ � N 3 / / 1: DOCLMENTATION AUTHOR ITELEPHONE ',� Che�ed ; by/Date ; T , � � JMPE Electrical Engineerir;2 j,1`,,, L661) 831-7851 � elf �"-",'w,l !2!2�;j � I I , use i __ 10 ENERA L_INFORMATION ...... I .............. I .......... I ....... I ........ 4� I I 11, . 1 DATE OF PLANS 'j, TOWRLIONTINGZONE _,_ .. .. . . i I .. ... .. '"', �i . � -i , I LZI 1.:;,.�;:j LZ2 LZa . .......... .. .. I LZ4 I j ........... � ............................ 11 .......... ; 11 1.11.1 -I. -I .... 11-1 .. ..... -11.1 ...... �.�..�1--�.�.-.,..,,.,.�l.--.-....-..--.-.�'.1111.�-1-1.1--l..-.,....--..,,- .... I ..... I..... . .............. . ---1-1 ... ........ - ..... ............... __ -11-11-11-1----,-,---1--l-11-111--I ... I- - .:�;:,.�,;i;�,�.,.,.-,-"-"--"-I ..... . __..._.1.-._.11.1.11 I I . I 11� . ,I � . . ................. .............. . ........ � ...... ".., ......... _, � � ^ """ 1 FUNCTION TYPE _X 1, OUTDOOR LIG14TING j ; -OUTDOOR SIGNS [ ] INDOOR SIGNS ., ." I, � ......... ; -1 ... 1. I I ; ''] ,I , i I . I !I __ _ .... ... .. . _ - .. I_ � _ I. ... - - . - - - __ ... -1 ... ..... � ... � ........ I.I�..,.",�,��.11.11.11.1'..�..� ........... � ...... ............. � ......... ............ I— .............. � ....... � .... � ........................................... � ............................. I 11_; , 1 PHASE OF CONSTRUCTION -,,'5 i ADDITION [""" ERATION ,.( I NEW CONSTRUCTION � I . ..., I ...... _."i 1-1-1-3 ALT ; � � ....................... � ............................. -1-11 ... I I I il I JISTATEMENT Z5F WIMA-01 ...... ' � ., ",-m.,.,_, I I This Certificate of Compliance lists the outdoor lighting systemspecificAlons need to comply voth Title 24, Parts 1 and 6 of Wie I � ,I I . i , CalKomia Code of Regulations. 1� i IThiscertif e applies only to building fighting requirements,, . , ' , The documentation preparer hereby certifies that the documentation is accurate end complete, i� �, ..... ....... -1 ........................................ I ...................................................................... I ............ � .......... I .... ..... � ................... I ..... I .............. I ............... -111.11 ............... ................................... � ......................................... � .................... � ......................................... � ........... � ...... ............ � ........ � ...... � ................... i I DOCUMENTATION AUTJ40R 'SIGNATURE i : I : i . ...... � .... � .... � ........... ................................ I ..... t � DATE I i ,I ; I i . i ,I ; ,I 1-1----"-"---,-�-,----�------,-�- I ------- --,------,----------------,----�----,-,,-....�1.11--ll"--""�,,�--------"-- "I-----,--""""---,------."--",---,.,"-----.,-', I :1 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design. represented in this set of � � ,I I ,I 1; � , I corstruction documents is consistent imith the *ther compliance forms andworksheets, with the specifitations, and Mh any other i, � I I'calculations submitted. with this permit application. The proposed builiding has been designed to met the lighting reciulwaments I I � *, 11 1, I I contained in Sections 110, 119,130 through 132, and. 146,and 149 of Title 24, Part 6. I ,I ,'I , ,I ,I � I �j Please Check One, (These sect -Ions of the Business and Professions Code are Printed in full in the Nonresidential Manuel.) � � I � I � . 11�. I :� 11 " " ..-- I hereby affirm, that I am eligible under the provisions of Division 3 of the Susiness and FIr essi , . of ons Code to sign this , , , X 'I eng n r I ...... document as the responsible for its and that I am licensett in the State of California as a 60 i es I I I t ,I person preparation, i or electrical engineer, or I am a licensed architect, I � I � 1; � ,I I I � .... ... 1 , 'i I affirm that I am eligible under the pravisions of Division 3 of the Business and Professions Code by Section 5537,2 or I . � IL",-, . 1�.... I ,I , I i 673:7,3 tr, sign this document as the person responsible 'for its preparation, and that I am a licensed contractor performing I ,I I i this work, �i . I I I I I ; . ' � ........... % I affirm that I am eligible unde the exemption to Division. 3 of th u.siness Professions Code to sign this document i ; ; f ,h ,, r i ; "" ,. ,I I � 11 I I i %_.11.1; because it partainsto a structure or type of work described as x f, pursua , to Business and Professions Code S X, i 1; I I � Sections 5537, 5538 and 6737A. I NJ\-, . � � 1; I I............... ....... ... _ -, _ .... ....... - _ .... .. . � . ..... a__ .. .... .. .................. .. . ...... . ... ..... - - - - - ". .. _.- _ .. . .. .... ..... � .... __ __ .... . ........... _, _ ...... ....... I ... 111. .... ... . ........................ . ... .. .. ... ..................... ....... � ....... � ....... ", .......... I ... .. ...... , . .. ................. -1 I Slia I 1 PRINCIPAL LIGHTING DESIGNER - NAME i SIG IWE i . ;: - '0, . John Malon. r� I � � ... ...... ... ... .... ._- ..................... . � , i tic� # I i 17, - ,-A 11, : C- I 3a el - I . .,;, I ; I J__- ,."I ,_-___-_,___ 11-11-t- __,__,__,_ �.�--..�-%.,��%.%V�",.%.V%,�"I..'�.1'.1�"...,.�.,-,---�, 1-11-11-111.1-11. --,"'I'll -1-11.-- -1111- 11.11�11-111-1�.-,--"""-.,----""- 11111,111-1--_". 11V11_.-.-,_,___,_- I - -1 i 7 I ... ,.,.-.-"_-_g , . I , I I � ILIGHTING MIRFLIX0 E FORMS & WORKSHEETS . � .� ..... .k ... b.o.xi.f.worksheet �s included) ... ... �... _.. I ''I'll'', 11.11,11111, ........ ""a .... .......... 1i I .......... � ........ � � hX�0LI - I �0',O'u 1. i �5 TG_I_C1. Cortificate of Oornpl�anoa Required on pians for all submitt 11 ,�Io �iqblfinj, Pad, 2 of 2 may be inuorporated:h si,�U�as on Ibe plans, ,I I 16 I i SI4erLTG-1-C or OLTG-I-r. may be osedfor Ogns as f0flovis', I I � ,I I I i, � I 1, U�se LTC -1-C if the Vmj�ectconsWvt- sofely of imoor &igns, ,I � I I 9 2, Use LTG -f -Cif ft, rmject consists of iw,00r 1�1'wljng. outdoor or indoor signs, but no otbet outdoor ii9M,ing. 1 I . ,I ,I 3, Use 0LTG,1-C if the pr*ct consists solekyof outdoorsigns. I 1� I I . 1 4. UseOLTGA-C iftbepr*cttons�sWof outdow�ighting�,o,�,Aoorcri-nd.00rsigris, butnooftrindwurhgWifigz ,I i� f 11�,,'OLTG-2-C: LIGHTINGCOMPLIANCE SUMMARY. Applicable parts required for ALL outdoor 5ghfing allo�Nsnces (F-14cept Signs), I I i I !, '� , , 11-�,,01.TG-3-C: AREA r,,ALCULA,Tt0NS WORKSHEET. App1jW6k_- parlss requireti for all outdoor area calmlavons. 1; ^ x z !�[�,OLTG-4-C- SIGN LIGHTING COMPLIANCE RtAui-rod fof al; intemally and oxtemally illuminated sigog, Im both indoor arid outdoor , , � . 1;, I � I S�,gtns, ______ - --------- -------- ------- - __ --,-------�---�---,--,------�-,---�----,-,- I-----,--,-- � ,I . 11-111.1-�,���'ll-I'�,�.I.-�."I I _1_____1 ------------------------,--�l---,-�-�---------,----"-----I , .oft bf�v Nurftw. 7678 job Mitnter 1. ... Efief�qfl* 4.4 by E',rWrqyS . ., _1 ... 11, ..... ....., .... ... I ... ... 11.1 ... ............ ................... 1+11.1-11- ............................. � .......................... � ......... : ............. 1. ... I ........ ..... I .... � ... 11 ... ........ 1-1 .... .............. � .... ...... I ......... � ... ............. � ............ � .................................................................................. � ...................................................................... , '. , f. I 1; Pagm, 0 4 , . !� ............ 1.1. ...".. __ � - . � � X I All Luminaires with lamps rated greater than ITS Watts in hardscape area, includIng.parking loft, builcong entrances, canopies, and all � � , , ..., I., � � outdoor salos artas m"t the CtAoff RequIramonts of Section 132(b) I : 1, : . Not Applicable � . I � 11 � X � All permanently Installed outdoor lighting meets the control r1equimments of Section 132(c)l ��:,,,_,' - . I I . ._,,.,.,., I I . I I I 11 ''I'll I .1 I I . I .1 I 11 1. I � . 111. 1.1111.11''.."111111111 -111-11 -11-11.111 111-111 11 I'll, .....". 111.11.1 . I � " aulkling facades� parm"g tot,$.., garages, capopies, and owoor $010$ areas moot tho Mulia-Level L�ghonq Re , quirements of S"bon 132(c) . . .1 .11, . . I . � 'Cable I . ; 1-1-111 Not Appil ... 11111-111.1-.11-111.11.1. 111-11.1-1.11. 1.1111.1..".,."",.,�..,.".".".,.,�..,.,-..",."..-."I ......... ___11--1.--.1- ..... '�ll"�'ll�'Irl'�.'�+.r�."..'..'..'..'..I ...... I .......... � ... � ..... � ............. _ ... ___--.-1 � ... ............................... 1- ... I ...... � .................... � ......... � ................ � ........................ � ......... 11 ..... � .... ..... ....... ............. � ....... � ....................... _---1 ... .... -1 ; : Energ�Pro 4.4 try Eperg�Soft Usw Nurnbef: 7678 job Nurfftr Paqe� 7 of 14 . � I � I I I � 11 � I . � � I I I .1 I I I I I I I � . � 11.1 11.1.11.1-1111.1.11.1 1.1111-1 ''I'll 11. I . . .111, I I 1. . I � I 1. � -I PHASE 1 SOCCER COMPLEX z 4 = ky, A uoaz - M � F "M 7.9-166 M 0 N I cu (N I V_ o �_ W Cn �__ :2 0:� W a_ T_ N r11._ 0 rl*- ZUZ ir IrIfel 1111� � CV - - N I F'A I I , -4. '4 I I . I$ I VY a '_ _.i _. -1_7 - . . i. -1 - I � 14�1 , I , , - I.- if ill 114V-:-, P11-1 . . - '. ' - 'iL177L,7 _r- � 1: 7 I 77'. I I - . .... ".. - 4� I I 11, . a a 0 _j Ld LL_ V) ry W I SHEET NO. y ����w 0 1 2 3 1 1 , i : --------"-----------.-----------�-----,-,---------.---- -----,---�---.--,--------,�-,--�-,--- ________________________ - -- ---- _____________ __ ---,--------- I -I'll'', -1 -11111---, -1 _11111-11-1 1-1-- I I I I -1 I I I �_,_, __111, _---________ � 1\ 1\ 11 Uw,,, Nurntmw "W6 Job Num�".' P"ez 80-14 yft 4A pnergyp"o 4,4 by EnworSa Uow Nwyw,�, 7W5 '04> Nomawf. ........................................... ........................................................................................... ............... ............................. ....................... ---- ............................................ ............. ....................... CN 7 D - x 7 CITY OF BAKERSFIELD, CALIFORNIA KLUMINATED AREA CALCULATION WORKSHEET (Part I of 5) OLTG-3-C::] ........... ............. ................ .......................... ..................... .. .......... PROJECT NAME ............... - ................... ........... - DATE ........................ ................. - Bakersfield Sports Village G;jross.; Murninated I that Rre > 6 fimes of andther Amas obsbvcled Sub total -A amMs 312512009 111ardscape, - Method.'Q1 I ..... . ............. rllr roals" Outdoor Dining 22,54 X Hardscape for automotive vehicular use, including parking lots, driveways and site roads, .... . . . . .. .. . . .. . . . . . . .. .... ............ .......... .. . . ...... ........... .................... - ........................ ........................................ ... .... .. ...... . .......... ............................ ............ ..................... .................... ........................... ......................................... .............. C D E ........................ F G H ................ ........................... ............ ....................... ......... ............. ................ Aeuw, rNmA, k,,m, t Amos (SF)t*,Stibtra,�l ftom vifthin the Murninottd Area ............... ................ ............... .......... Area beboeen ....................... .......... .. ..................................... ................ / ............................................ ............ ........... ..................................................................................... ................. .............. .1 ...................... ........... ............................................ ..................... LAMP furnMofres that apps #g are6 fimes the Mleas A rea s $ub total of rnw.=qtd of anotber ob:slructeO OrOas Ugahlg,, A ication ap r ou'Wilig PP47�B) tm tllre to subtract 11)vininoW. Area Ole (If Applicable) Areas I TYPE (C D+E+F) (13,G) B. and pe for pedestian use, including plazas, sidewalks., walkways and. bikeways LENS f REMARKS A B C D E F G H ................. - ................ .......... A=W' Nnre'*V"' a f' Ama tetween N*TALUX OR EQUAL F32T$ 0 are � 04 timps the afeas Areas Sub total of GE F Moun" heig t of anoq*f h obstructed areas WIRE GUARD STRIP t.AI/WtRE GUARD Sta Ug Applieation d, rfoe ap=r S814111 to subitact Illuminated Atea (If .......... ............. ............ ................ ................ oth14 =res ......................... ........ ................... (C + D + E + F) (8 - G) ............... ................................... .. .. ................ . ........ ............ - ............ ......... ......... . . ................ .......... ............... ............................................ ..................... ............ ............. .................. ................. - ............ .................. .......... ..................... .......... ............................. ........... - .............. .............. ........... .............................. ....................... .......... ............ 0 ... ....... .. ......... .. .. .. .. - .................... - .......... ..................... . ...... ................................. ............... .......... ........................ .................. .................................. ........... ................ ........... .............. ...................................... Checklist .......... ..................... ........... .............. .. ............ ..... ............ awas has been apple eaw'q� ero"Ve acqua€ t_'Ys, erft.eamas' 6f, 147 fes)? A - G&',,fpfW ft;"se Mum*age"afeashatare m ftbouods -of I W'406ktw and are.'*Oin a lumimirp a� is sw tvm #ye ["irnirfaire mou"tirl Wght' wWn ft hns nwke. iln the mfft,-, of 0* pakft"ro, '.en apy aw-'s riot are' h#fto buildogs, voider oanmes, beyovA KENALL ............ ISURFACE MOUNT EpprgyPto 4.4 �,y Ene., Ont Nwnbew. 7678 Job Nurnbv Pap', 10 Sr 14 �'ILLUMINATED AREA CALCULATION WORKSHEET (Part 2 of 5) OLTG-3-C ..... ........ . ........ ... ...... ... ..... . . .. .. ..... .. .. ............ DATE 3125/2009 .... ... ...... ....... w.. ..... .......... Um -ter K74 4ob "limoor P- 4,4.s�g.'T'.t�q . , - , . tt ........... % ........... ........... .......... .................................. 11 ............. .................... p-.- ........... ................................ I ....................... . ........... I .................... 1-1 ........................... .... : mm? 0 11 - Job No.: 2007-100 Date: 10-15-08 'ILLUMINATED AREA CALCULATION WORKSHEET (Part 4 of 5) OL=TG-3-C ........... .............. ......... ...... .............. ti,OT MME Bake eld =5/2009 Ornamental Lighting., Canoes, Vehicle Servioe Station Hardscape, and Outdoor Dinin Pi A Q E F ......................................... .... .............. ..................... ............... .................. ............ ........... ... .. .. . ...... . . ................. . ......... Areas JSF) to Subtract ftw. tMdWn The Illumi�ifiJA48",* FIXTURE SCHEDUILE ............ ......................................... ........... ... ....... .. ........................... ..... ... ........ .... ....... ... . . polar or luMnaires I Oveflapping areas il G;jross.; Murninated I that Rre > 6 fimes of andther Amas obsbvcled Sub total -A amMs Area of A Lo 4 n glicafion the mountin hoigfhl apffigfiap or by s er to subtract Illuminated Area ............. rllr roals" Outdoor Dining 22,54 '2 .... . . . . .. .. . . .. . . . . . . .. .... ............ .......... .. . . ...... ........... .................... - ........................ ........................................ ... .... .. ...... . .......... ............................ ............ ..................... .................... ........................... ......................................... r ........... ...... ...... . ........... ................ . ................ ....................... ................... ........... ............... ................................... ............ .. ........... ............ - ........... . ....... .. ................... . . ... . .................. . . . ........ . ....... . . ......... . . ... ......... ........ .... ...... . . ...... .. ............................ ......................... ............. . . .. ........ . . ........... ... .......... ..... ............... ..................... . ........ ................... ....................................... 4 ..... . ..... ..... .. .. .. .. . .. .... .... ................. ........................... .-S . . ... . .. ...... .. .... .. ...... ........................... ................... .............. .... ......... .............. ..... . . ............. .................... . ......................................... ........... .......... . .... ..... ... ... .. .................. ............... ....... .............. .............. . ... . ......... ........... ............... ..... ................ .................. . 111-, ............. . ... ........ .......... ................... ...... . ........... .............. . ..... .............. . . ........... . . .. ..... .. ....... . .. . ..... . .. .................. . . ............ .............................. .,.. .. . . . . . ... ........... ..... . .. . . ............ ... ....... ......... ........................... ........... ........... .......... .... ............. ................ .......... ......... . ....................... .......... .. ..................................... ................ / ............................................ ............ ........... ..................................................................................... ................. .............. .1 ...................... ........... ............................................ ..................... C_— t Of 14 V 7b Eoerf,,:yft 4A byE;fiWV .$ l It 144, Wff lber pp";o: 17 O ............ . --.1....-.'-- ............ I 1 -.1 1 11-11-1-1 .-.1 REVISIONS No. DATE DESCRIPTION ,SA 27 471 Drawn: BAKERSFIELD SPORTS VILLAGE Designer: Checked By. PHASE 1 SOCCER COMPLEX FIXTURE SCHEDULE, TITLE 24 7.9-166 IN r%� � FIXTURE SCHEDUILE A 7M —77- LAMP TYPE MANUFACTURER CATALOG NO. MFR I TYPE WATTS BALLAST LENS f REMARKS N*TALUX OR EQUAL F32T$ A132 IA-232-277V-EB$1-WCV15-4FT-B GE 3500K 32 ELECTRONIC WIRE GUARD STRIP t.AI/WtRE GUARD KENALL ISURFACE MOUNT B/32 MK4Z-48-F-MW-CP-1-F32T8-RS-1-277- I I GE F32T$ 32 ELECTRONIC CLEAR VANDAL REStSTANTW/ LIFETIME .277V 3500K PCCYCARBONATE r.MH GRDCO GE 7OW I FLAT 1:0a -FT -70 CMHE-277-XX-XX CONSTANT 32000K 70 ELECTRONIC CLEARr„rSUrrrRFACE MOUNT.rrEXTERIOR :277V GLASS XX=COLOR BY ARCHITECT COLOR............................. ... ..................... 1 . . ..................... 4 ............. . .. D/46 GARDCO SYLVANA 42W TRF 42 ELECTRONIC FLAT CLEAR I SURFACE MOUNT EXTERIOR I 108--FT-42 TRT -277 -XX -XX 3500K GLASS XX=COLOR BY ARCHITECT FW HADLBHF-1-42P-RS-D',/-2FW-PAH-CS-8 GE 4ZN PLT 42 ELECTRONIC JEMPERED GLASS WATERPROOF, VANDAL RESISTANT W/ .277V I LIFETIME WARRANTY GAR DCO LED 42'BOLLA.RD BRM32-42-DR-COW-360-277 COOL WHITE 35 LED DRIVER 1 DEMAND RESPONSE :277V 80CRS COLOR BY ARCHITECT Drawn: BAKERSFIELD SPORTS VILLAGE Designer: Checked By. PHASE 1 SOCCER COMPLEX FIXTURE SCHEDULE, TITLE 24 7.9-166 IN r%� � A 7M —77- ry SHEET NOii. E-0.3 2 3 PANEL "H2 PANEL "L2 TGP 2 "— PANEL "H3 11 kq/4#61#10 C7NP-- I"G. kq/4#61#10 6ND BE53011 3"G. N14#4101#4 6ND .. ...... 'Cl -5 f3E5301�`� � w. � �:�� ` j BEST H3-5 3/4"G.N/2#121#12 CND H3-5— BE-5301-1 3"G. H/4#4/01#4 67ND I"G. W4#61#10 6ND(2) 1"G. W2#121#12 6ND 1-13-5 BE5301-7 K/TRAFF G RATED LID, 4 TYPICAL 5EE rF E-0 J H-: 41 3/4"G.Yq/2#12,#12 6ND 1-13-5- PARTIAL ELECTRICAL SITE PLAN NOTES LIGHTING CONTROL PANELS "'LCP1" ANDffLCP2"1 SHALL BE LC&D BLUE BOX, MODEL #GR1408LT/8-DTC-HL-SM. < 2> SURFACE MOUNT. 12 x 12" x 4"' TERMINAL CABINET WITH PLYWOOD BACKBOARD. TELEPHONE LINE FOR LANDSCAPE CONTROLS PROVIDED BY OTHERS. COORDINATE WORK WITH SITE ELECTRICAL CONTRACTOR. No. DATE 2 �r 3 A A- SITE LIGHTING CONDUCTORS SPLICED IN PULL BOXES SHALL BE MADE WATERPROOFWITH ILSCO SPLICE KIT OR EQUAL < 4> COORDINATE CONDUIT FOR LANDSCAPE CONTROLS WITH LANDSCAPE CONTRACTOR. < > SURFACE MOUNT 12"" x 12"' x 4"T ERMINAL CABINET WITH PLYWOOD BACKBOARD. DATA LINE FOR FUTURE BY OTHERS. COORD4.,. w...,,;w - a,f INATE WORK WITH SITE ELECTRICAL CONTRACTOR. HI -5 3"G. N/4#4/01,� 46 Wi4fb" #1"" 0 HI -5 PANEL 11H 1 11 1 2'# 12" --) I A 11 0 -ff-r 5ND G. N/2#121 1#12 C -5 41 HI Xu b HI -3 VIA �`H6E A', FAM H 1 -5 OUTDOOR AREA -7 E5301 Fit ------ TRAN5FORMER "T146 bb IRR16ATION PANEL 111- 1 11 c, L GoNTRoL- b 111G. W436j#101#4 6ND 2 "G.O. GONGESSION "G.0 r GONGE5519N� %1 HI -5 STORA6E KITGHEN, C-7 MAINTAINANGE 41 4ro hr STORAOEi / ._..,.....,,.,._. 46 3"G. W4# /01#4 6ND I z bil H3-3 VIA LGP (2)1"G. W00I'1#10 6ND W/2#I,#12 (5ND HI -5 BE 5301 T, F b b fF 469 I 46 b 314"G.W2#121 6ND "i\ VI .......... H3-5 -51 "HI Air" -5 ... . . .......... . . C 143-5 GHAN6E Cv 41 46 RK 41 5TOR. )3"G. H/4#4/01#4 6NO ......... (2 b I't. PV4#61#10 6ND . ........ . jp- -; h........... r13-5 BE53011 3"G. W4#4/01#467140 BE53011 314"G.NI2#12Al2 67ND (2)1"G. N/06AI06ND H3-5 I„G. H/2#121#12 67ND H3-5 46 PARTIAL SITE ELEGTRIGAL PLAN CITY OF BAKERSFIELD, CALIFORNIA File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 N Drawn: BAKERSFIELD SPORTS VILLAGE Designer: Checked By. PHASE 1 SOCCER COMPLEX DESCRIPTION 7.9-166 0 --- -11111M %iHEET NO. 7 0 1 2 E-1 Im • �r • • • --- -11111M %iHEET NO. 7 0 1 2 E-1 Im am- c_A__1 yqp A�+- OUTDOOR AN AREA cvF1 A i j_ -1/2"G. N/I8/2 GABLE, 1yp1G1"% A, f� p C7F1 VEND MAGHINE-5 6F1 yqp �!qp ENLAR6ED ELEGTRIGAL-RESTROOM AND GONGESSION PLAN OUTDOOR AREA rte' f vi� r—"Ml ri,LAR6ED L16HTIN6-RESTROOM AND GONGE55ION PLAN CITY OF BAKERSFIELD, CALIFORNIA i GHAN62E 0 w] 0 GHAN6E RK TOE. i PANEL 111-11 11 TRAN5FORMER "Till EEG. 5 Zi LI —1 "G. P4/13#10, #10 6NO, LI-2,4fo 30A, 3P, 208\1 GHARC7ER GHAR67ER GONTROL5 LI -5 5 BN� 5EEr �E-O.V 6f I w 11 File Name: PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Date: 10-15-08 i. Designer: No. DATE 2? �3T 70wZ"EVISIONS DESCRIPTIOr ELECTRICAL PLAN NOTES 1 CONTRACTOR SHALL PROVIDE JUNCTION BOXES, CONDUIT, CABLING AND TERMINATIONS FOR AUTO MATICBATHROOM FIXTURES. TRANSFORMERS F. .0., COORDINAT: WORK WITH PLUMBING CONTRACTOR. < 2> EXTERIOR RECEPTACLE SHALL BE GF1 WITH LOCKABLE WEATHER PROOF IN -USE COVER HUBBELL #WP26M OR EQUALt TYPICAL. 5GALE: Ilb"=I'-O" LIGHTING PLAN NOTES < > WALL MOUNT MOTION SENSOR SHALL BE SENSORSWITC H DUAL TECHNOLOGY MODEL #WSD-PDT-2P,, TYPICAL. < > CEILING MOUNT MOTION SENSOR SHALL BE SENSORS ITCH DUAL TECHNOLOGY MODEL #CMR -PDT -2P,, TYPICAL I N 19 8 E.F. CT Fo U 4F c n 4 0 MOTION 5EN50 GONTAGT5 LIJ EXHAU5T FAN GONT OLS n ftoftn 4MG/W7 of So Lij govalummet ad& 0- dwt 1din"Humm a < mwigw- be bsLvd holes N Cm here 0 7.9-166 -� 5GALE: 1/&"=I' -O" V) ry W BAv KERSFIELD SHEET NO. SPORTS VILLAGE ELECTRICAL RESTROOM AND CONCESSION PLAN < PHASE 1 SOCCER COMPLEX LIGHTING RESTROOM AND CONCESSION PLAN E-2 I I N a 3 N a A AMP AC ALTERM477NO CURRENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMP INTERRUP77NG CIIAPACMES AMP AMPERE APS ARIZONA PUBLIC SEWCE A7S AUTOMATIC TRA NSF ER S W TCH AUTO AUTOMATIC BC BYPASS CONTACTOR BKR BREAKER C CONDUIT CKT CIRCUIT CB CIRCUIT BREAKER COMM COMMUNICA77ON CON CONDUCTOR CPT CONTROL POWER 7RANSFORMER CT CURRENT 7lRMSFORMER CTRL CONTROL CU COPPER E7NCL ENCLOSURE EXIST MS77NG GEN GENER47OR GND GROUND GRS GALVANIZED RIGID STEEL CONDUIT H HIGH I CURRENT IC INS7RUMENTA77ON CABLE INST INS7RUME7NT JB JUNC77ON BOX L LOW LCP LOCAL CONTROL PANEL LTC LIQUID 77GHT FLEXIBLE CONDUIT M MOYOR OR MET'E'R MAL MALFUNCTION AJAX MAXIMUM MC MANUFAC7UJREMS CABLE MCC MOTOR CONTROL CENTER MCP M07OR CIRCUIT PROTECTOR MFR MANUFACTURER MIN MINIMUM NTS NOT TO SCALE OL MOTOR OVERLOAD P8 PULLBOX PNL PANEL PR PAIR REQ'D REQUIRED REQ?(S) REQUIREMENTS SCA SHORT CIRCUIT AVAILABLE SES SEWCE E7N7RANCE SEC77ON SLD SINGLE UNE DIAGRAM SPC SPARE CONDUIT SW SWITCH U77L UTILITY V VOLT VA VOLT—AMP W WIREIWA7T WP WEATHERPROOF XFUR 7RMSFORMER GENERAL ELECTRICAL REQUIREMENM A I • " t / / " • ri i- - r r 0A r''r r • t r •IF T.a► • r . -r r - - rr� �► t �t • » w r ,* ♦ t r , _ r �, , t IF ♦ i l r mfAFW - i r�. ' ' • ' r ii , IF �, r ,• f. r i ,a Ap .7- Aw a'• �� i r • r_ r • r ,t - • r i - " Al , r �r i r r r r:. .7r • r r i4wi .._FF _ i _ • r f: ♦ / Ir idiA AT - • • i - i - r �► • err , - - , • t , P • w y s r / r w rlr i" to • I r- • �/ l r ', r All • al r , r Ti wIF, i i t •fir t ' "i � r ♦ • U401 r;tUlt"i jv REVISIONS No. DATE DESCRIPTION 1 / / FUSE 2 % / 3 i ®R0i DISCONNECT ITCH It"11 A p CIRCUIT BR — UPPER NUMBER INDICATES AMP TRIP RATING — LOWER NUMBER IND"7ES POLES CONDUIT AND WIRE K /o1.__ BOND TO METALLIC COLD WATER PIPE —SSSGND, C CONDUIT SIZE IN INCHES ® GROUND ROD GROUND WIRE SIZE CONDUCTOR SIZE aw NUMBER OF CONDUCTORS EQUIPMENT GROUND EXAMPLE 1:.3-2/0, 16 GNP, 2"C THREE 2/0 CONDUCTORS, UAM oNE No.s Awe c�OUND wIRE OR ID POWER 7RANSFORMER INA 2 CONDUIT VF TT I Ex PLE 2. —ISO, I Y "C FOUR CONDUCTOR CABLE POM UNDOMUND JUNCTION/PU X — WM 1/''0 CONDUCTORS SIZEDPER NEC OR UN OTHERWISE IND"TED INA 1%" CONDUIT ON THE PLANS MMUN104770N UNDERGROUND JUNCTION PVLLBOX — SIZEDPER NEC OR UN OTHERWJ,NDIW ED ON 7HE PLANS IN ��T a t 1 •1 '1 5/07/09 . C ML ST PARD LEGENrD (NOT ALL SYMBOLS ARE USED) DENOW EXISTING .. -- . - -- . • DENOTES FMRE DIRECT BURIED CONDUIT CONDUIT RUN EXPOSED -�- -------- BARE COPPER GROUND RING CONDUCTOR CONCRETE ENCASED CONDUIT CONDUIT HOME RUN CONDUIT INDICATE OF 112 CONDUCTORS, LONG SMKESINDICATE CON&ICTOR, CONDUCTM, ♦ DOT r GROUND :.i :.: r CMDUCTOR 'r .. Q¢oFESS/0 0 v u No: 16786 x SEP. 30, 2010 f L"N;ftR • enginmrs 16719 East Palisades Blvd., Suite 202 7.9-166 Fountain Hills, AZ 88268 Phone: (480) 816-5541 Fax: (480) 816-5540 KEL Des*er. KEL V1JA4M ELECTFUCAL NNOTES Ch�ced By. CA 1 , A USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 1 i SHEET N0. SEO OF 40 2 3 0 REVISIONS No. DATE DESCRIPTION .2 .3 N .4 t-- ,9,,7,q 4Z�tt,O � � 0 C7 NO: 16786 m SEP. 30, 2014 150 75 0 150 300 �4 TR I imm�C ,F�4 SCALE FEET 06-7-09 ngineers 16719 East Palisades Blvd., Suite 202 7.9-166 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 He Name: 07060 own: KEL 1 CITY OFBAKER'SFIELD,L I I BAKJ3VW9MmD VKMLAce PHASE A PUBLJO WOFKS AdIRAOMI'll No.: 16&01 e: KEL I w lb � �'p Dote: 5/07/09 Checked By: CA 1 ��11;13A%M I OVERALL POVVM PLAN USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. SHEET NO. SEGO of 40 0 1 2 3 PROPOSED LOC4nON OF UTZU7Y TRANSFORMER, SES AND SWITCHBOARDS 'SEE SHEEr SE07 FOR SINGLE LINE X4GRAM m L 0 0 P400 P400 P1202 P1202 P1204 P1206 P1205 P2200 P1206 P2202 P2200 iS -02 _j VO4 P }moi j P2205 2206 P005 P2206 CS f/2 it P005 51 -2" SPC CSPC2 ij� 14 rFUPdRE 1-2 1 1 19-2t g "C(FU 1-21 Z;0F, 6 6 P005 524 Owl -T_ D-11, L F T I I < two Fl/102 A, 10 j 0 1 Ph?06 "Y am ------ CSPC2 A 2, ------ S25 .-T T 7 di 1> P1206 A-1 S23 . . . . . . . . . . . . . ..... 400 ca CEPTACLE W 161262 coP120,3 A-1, A-8, A -t10 A-2 ---I SION 2 N1, L f57Z g kTy7v IN. H P1202 < P1201 A -Is, A-8* SIGN Ic/ c_ c_ S/9 I MKVA MINI -POWER CENTER 3 rg�ZM JU wt II H __A -J, A-3, A--4, A-45 A 4�—A7A-SF. 4 SIGN-' P1200 S14 P1104 P1102 PW3 P W4 A-5 P1100 P//Oj P/ 03 PCV6 P//011 A A-4 -4 S15 CSpc/ S13 P1102 1 P/101 F_ A-6 11 A T LI EE SHEET E02 E A OR"EVISIONS q z-1 No. DATE DESCRIPTION P400 _P220 03 I P2 P220. P22041 W.20 P2201, 2 4r, A A 3 A -,.8t A-10 77P 4 SIGN P2200 o_ P2202 P2204 P2203 r-1 it J P2205 P2206 kE.NERA L b D TE.S J,iF M05 A-8# A-10 I. CONTR4CTOR SHALL WNTAIN 12 V4 77CX 12-2"C(FUTURE) SEPAR477ON WHERE ELEVRICAL CONDUITS CROSS "C(FUTURE) IRRIG477ON LINES. SEE CML PLANS FOR UTILITY CONRXIS. SWEEP CONDUITS UNDERNEA rH NEW K IRRIG477ON LINES. 2. C0N7R4C`7VR SHALL AWNWN (3) FEET HORIZONTAL J SEFAR4 77ON WHERE ELEVRICAL CONDUITS RUN NN 1"2' PARALLEL TO IRRIGATION LINES. 3. SEE SHffr SE08 fVR CONDUITICONDUCTOR SCHWUM "1,, �\\ .. I ... I ................. 1', / i k0 J-11 . . . . . . . . .. _,�_ . Pw, ,. ........................... ..... ..... ............. t . .. . . . .. . . . . . .• .• . . . . . . . . . . . . . .• . . . . . . ........ . ... ............... ..... ..... ....... . .... ......... ......... . r .... 1 P00 ..... P002 JI. . ......... ...... . ..... .......... PW/ IP002 — �7 - 7-j-- -7/ 7 7 ,7 7 7 77771 A .......... A P002 Pi ---------- V I I am 016 "a mummmmmom am ammommmmm "=MONO 4m P0041 r Jf 2 7 7 7"T F5712 Z.1* 717 .......... .... .. .... 0 duo mwmwi� 400 POO.3 POO -4 .. .......... .... .. 4 mmwm P2100 P2101 P2102 P=3 P2104 P2105 SfGN KOM (D P400 P005 P1202 r P2200 CSpC2 P1204 P2202 1-2#*SPC P1205 P2.204 P2203 24-2#*C(FUTURE) P1206 p2205 2-2"C(FU7URE) P2206 P1200 P2100 P001 P300 0,+` 1 P002 A-2 P/100 P21 p003 CSpCI P1101 P2103 P 00 4 P1102 P2104 pOO6 P1103 P2105 POW P1104 P1105 P1200 P2100 P001 P-300 P1100 P2101 P002 A-2 P1101 P2102 pooy CSpCI P1102 P2103 P004 P1103 P 2104 pOO6 P1105 P2105 polo P1200 P2100 P001 P.300 P1101 P2101 P002 A-2 P1102 P2102 P003 A-4 P1104 P2103 pOO4 CSpCj P1105 P2104 P2/05 P009 P1102 P2100 P001 A-2 P1105 P2101 P002 A-3 P2102 POOJ A-4 P2103 P004 A-6 P2104 P009 SION <D STUB -UP AND CAP FUTURE CONDUITS 4W 20 0 40 80 SCALE FEET 11INUTM-119 o1FESs/6 te G P, LC o,,� , 4- 0 c/) N©:16786 SEP. 30, 2010 5 'low, zj W, !'• X C17Y COMMENTS7.9-166 engineers A& 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 Flo Name: 07060 Drawn: KEL in A V HIM— am— J6%No.: 3168.01 Defigner. KEL VLLACE dwwLgww�- �mj ldft� 0`30011"T'60 OF (Omft;�' mg& Lirm%annim, MIA PUELIC WOWS min n Date: 5107/09 Chaked B 11110 CA mm r F4=M USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. a I SHEET NO. SE01 OF 40 0 1 2 A Iii r� �. r r IF SHEET NO. SE01 OF 40 0 1 2 A Iii . ............ L N (17 -P-2200Sr A-1 A-2. P 220.9 POCA -P2204 P22041 P400 P400 P1202 P1202 > P1204 P1205 P1206 6 P P1206 2200 7,,6,v A Q P2202 P2200 MMI p pf --P,2204 -b'2' --,,P2202 p 1-2"Spc- 2211 P2204 12 1XI P2203 j;t IsJII REVISIONS 0. DATE_ I DESCRIPTION 12 122110 ISSUE'-') s -^1;+k--\ As, t*So- 10 &t L -J P2200 Pw.5 I SIGN P2202 P2"6 CSPC2if I t�� I I. -m- X I I g w J11 > . . . . . . . . . . . . . . . . P2204 PW5 P220.3 1-2"SPC I! I I CSPC2 V is 12- 1 P2205 p" #C(FMURE) 1, "'t", - 1 'K 1-2' P2206 kE.NERA L b D TE.S P005 �g 1-2 10 ffi'fr" AN zo. L ec (ch -8 -10 IN 12#' VER77CI A A CON7RACTOR Sh(4LL MVNTAI 6 6 SEPAMTION WHERE ELEC7RIC& CONDUM CROW 12-2#10(FUTURE) f 77ON LINES. E S SEE CIVIL PLANS FOR UnUW V.-Ast, oir S.1"i S24 1-2"'C(FUTURE) IRRIGA w r__ry0-r- CONFUCTS. SWEEP CONDU17S UNDERNEAnY AIEW 000 IRRIG4770M LINES. .0 2, CONM4CTOR &MILL AWN)AIN (3) FEE I HORIZONTA 4mo aw 411 MAP tx 400 AOM am 4MUNWAII am SERAM77ON *WERE ELECTRICAL CONDWS RUN 1-11 g b A PA RA U E L TO IR RZA 7 YON L INES. fl;06 4( '0 AA A.SEE SHEET SE a FOR CONDUITICONDUCTORL SCHEDUIE A. L Alr7 CS/12 KEM. NOM. \Ji A ...... ..... ........... S25", ....... ........ I .................. P400 P005 P1202 .............. .................... -7 . ..... P1204 aQ) !9 ...... .. ............. ............ P2200 .... ............ ... .................... ............. --1 . . . . . I --f ........... P1206 ............. P2202 P1205 ................... rrr ................... 7 N .. 1 1-2"1 ....... P2204 P1206 24-2"C(FU7ZJRE) P2203 A-1 c in P2205 if . . . . . . . . . . A P2206 all "c(Fzj7URE) 2-2 S23 F2 POO/ P1200 P2100 P001 PJOO PW& . ......... f't t98 -T A-9, AA' m• Z, RECEPTACLE P062 P1201 P2101 pOO2 A=4 P120 v - r - P1203 00 P2102 p003 CSpCI lu PH pi FY A-2 .... /01 P2103 pW4 pZZCl SIFN[ -vJ A•••pOO6 & 'I P1102 P2104 .... ..... P1103 P2105 I ... Polo 2s_ P1104 A/ P002 LIJ P1105 V) 1 P1200 P2100 P001 P300 Pwo -v: r .... .... POO/ F P1100 P2101 pOO2 *aa pmw r Ill 2 Uj P1101 P2102 p003 CSpCI py$fw9,*w5 P002 ....... Uj P1102 P2103 P004 :.. 1 :...: }.:... .::1C P1103 P2104 pOO6 - - ---- ----- V) P1105 P2105 polo e5ftl 4 pt f57Z AJ LLJ P1200 P2100 P00/ P300 M. P2101 P002 V) P1102 P003 V. P2102 7 4 7 P!!®! .... P1104 P2103 P004 CSPCI A-31 AI Uj P2104 PM p2 ... ......... P1201 .2 P1105 L ..... .... Z P2100 P2105 ZX ........ .... P20 P J CSPC/— C. .... P2102 qA of .... P1102 P2100 PWI A=2 i ... P2103 m S19 MKVA MINI -POWER C&WFR P1105 P2101 P002 A-3 A P2104 P2102 POO.3 P2105 P2103 P004 ftog 3 SIGN P2104 MW SIGN A-7 A -9s A-Eg X;= P2105 f>zZ61 0 CSP CI+ - ice; 11 Az; c, I pr\,. C) 0 0 =M A -Jo *04 esw-up AND cAp Funjw comuns C. .......... a 4 L Pow P/2?00 S14 V71 ......... 400NOWAwmas Imp A. am "100I AM wompsmalm"m am A. 4M 6AWNWONWANOW QW 400MONMWLWMM OW 0010INWANOW OW 4NOWNWAN1111M SM 000000001 400 J8 am ...!itPvmjw=.w4" pw -wmmwmos aw 404KVAWANNWR 4w wo T-71 P1102 .. . . .......... k P1104 .... ......... IPII05 P P003 P004 004 A-5 f� _ ,, two J; P 00 P/ FOO 40. P//Oj PI P006 P1105I a, S15 I........ r op F 3/3L KEY -MAP A-5 ooiil� 11 hil F 40 20 0 40 80 .......... yi ' ''P15 SCALE FEET P#02 00 —P-0-0-4 i ---1----1%:.:.:.i:,:.:.:. -- FESS, .... .... .... 0 7PNO: 16786 U-1 SEP. 30, 2010 m Smagon 4216/4217 of tho -P-0" ."Imilb code so ho a 11I Wiwi P1/0/ TR MMIbW be INWW bofam a 7 -pwmft to m mvaW *M be J.W7 W (2) woo Wg dap bofom MA YIN! . TCHLINE SEE SHEET SE02 Ow C/TY COMMENTS engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 7.9-166 Phone: (480) 816-5541 Fax; (480) 816-5540 Flo Nome 07060 Dmwn: KEL %m AmftI "11mic wcom BAKERScOM v SHEET NO. ITY OF OBAKAPER"SFIELDN', C`;AL1F0"R&N1A Job No.: 316&01 Defigner. KEL SOCCM ISE Date: 5/07/09 Checked By. CA SE01 OF 40 USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR wHom IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, ING. 0 2 3 IAS' I I �n4 I n1 1-71 / / W -A 471 / / 110 m-rej-kam DESCRIPTION CENERAL NO IS TE- COAMCTOR ShW-L MVAffAIN 12#1 WR77ro& SEPAWnON WHD?E R '.'-"M1C4L CONDUnS CROSS IRRIrA77ON UNES. SEE CML PLMS FOR U77Urr COMFUCM SWEEP CONDUDS UNDERNEATH NEW IRRIrA nON UNES. 2. COWMCTOR SMU UVJVrXN (3) FEET HORIZOAffAL SEPAMWN WHERE abCMIM CONDuns RUN PARA U A TO IRMA UON UNES. 40 20 0 40 80 1 6=d -m m momi SCAIIE FEET X CR engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 OFESS G-PILC 11Q 0 NO: 16786m X SEP. 30, 21"01 0 X 7.9-166 I Omwn-. KEL BAKUNWOM I It . SVELAGE PHAW I "I Deeigner. KEL low go, % WI 11affilb-I moms" p1mm Chm*sd BY CA 9-5 aff-IIIIII , Up Imp, -mIm USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 191 SecItion 4216/4217 of the govagalml code ir>as a dig dwt mmmbw be Issued beftm a `permit to moavaW- WIN be vdkL Cd (2) working dep boft* you ft SHEET NO. SE02 OF 40 3 Flo Name: 07060 Job No.: 3168.01 Date: 5107/09 Ie CITY COMMENTS I I REVISIONS No. DATE I DESCRIPTION 271 371 Sri 22NERAS. LES 0. CONTRACTOR S114U MUNTNN 12## VERTICAL. S8MM77ON WHERE aWMIrAL CONDUITS CROSS IRRIGATION LINES. SEE CML PLANS FOR U77U7Y CONFLICTS. Si a -P CONDUITS UNDERNEATH NEW IRRIGATION LINES. 2. COAMCTOR ShOLL AWAMN (3) FEET HORIZONTAL SMMMN WHEREaECMIM, CONDUITS RUN PARALLEL TO IRRIrA77ON LINES. .3. SEE SHEET SE08 FOR CONDUITICONDUCTOR SCHEDULE. 40 20 0 40 so SCALE FEET cR engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 gomm-&M OF S' G-p'l-CO 0 -p cl) . m NO: 16786 w SEP. 30, 2010 ;v 7.9-166 Dmwn: KEL Detigner. KEL BAKERS=MM PHASE I Chalked By CA I. PILM USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. X r m SecVon *216/4217 of the govsrnrnent code tlec tam 43 ck 4016d -- fwn*w be b@44W befam a *pwm1t to movater will be valkL Cd1 (2) waftq dc" before . you dW SHEET NO. SE02 OF 40 0 V ItY! PI -I I 1771 / / WE DESCRIPTION 2 a LE -RA- L N 0 TES I. COAMCTOR SMU MAIWAIN 12## WR77G& SMMT10N WHERE EZ '.'-'*M1C4L CONDVITS CROSS IRRIG4770N UNES. SEE CML PLMS FOR MUTY CONFUCTS. SWEEP CONDVITS UNDEWEAM NEW IRMA nON UNES, 2. COMMMOR SMU AWNTAIN (3) FEET HORIZOMAL SEPAM77ON WHERE F7 ',"M1C4L PCONDUITS RUN ARAUEL TO IRRIGA770N LA"PWZ F- ka- STUS-UP MD W MURE CONDUM I Ir ---i� CAM ld :R[N 4; �w0IM3 T -Taf-- U, Flo Nam�% p7cids' Date: 5/07/04 engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 01FESS/0 co NO: 16781601 m m 20 0 SEP. 30, 2 ;v 7.9-166 Drown: KEL "Illillit�i� I -- %M Defwar. KEL BAK8VY98mD txo%jm V1.LAQE PHAM 1 ~ a PIN OR P41 OM Fln=M Chadcad By. CA FIYA USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT fORWrIOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. If] Swt%n 4M6/4Z7 of the matert code f &MISAMM&P.91 I.TMEff-ow MAbe booed beftm a * perm ft to ewvdavaW wIN be kL Cd (2) wo"ft dap beftm you dig. SHEET NO. SE04 OF 40 0 A ) 40 L La 0 w V) F -- U-1 ULJ ULJ 'bi cn U -i z .j 2-71 / / 371 / / 4-71 / / DESCRIPTION GEN-E.R.A L N-0 MS_ I. COAMCTOR SHALL MVWNN 1211 WR77 C& SEPARATION WHERE EZ '.*'*M1C4L CONDUHS CROSS IRRICAMN LINES, SEE CIVIL PLWS FOR UTILITY CONFLICTS. SWED" CONDUHS UNDMVEAM NEW IRRIGATION LINES. 2. CONTRACTOR SHALL 900AIN (3) FEET HORIZONTAL SEPARATION WHERE aECMICA CONDUITS RUN PARALLEL TO IRRIGM01V LINE; J. SEE SHEET SE08 FOR CONDUITICONDUCTOR SCHEDULE. M. N Q TES STUB—UP AND W FUTURE CONDUITS L.� r X engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 QRgvpss A L C 0 0 NO: 16786 m LIA m SEP. 30, 2014 WAZW'- 7.9-166 40 40 014 mwwffi� Fie Nom 07060 Drown: KEL MAW po _p III I A� SHEET NO. ITY OF BAKERSFIELD, CALIFORNIA PUERJO W(M8 M Job No..- 3168.01 Res KEL txo%m R%VLLAGE PHAME I �igner. Lam I Dote 5/07/09 Checked By. CA FLM SE04 OF 40 USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. WE 3-71 / / 4-71 / / =a �m &-I uoa DESCRIPTION L NO LES COWMCTOR SHAU AWNTAJN 12#8 WRnr.& SERAMnON WHERE EZ '.".`7R1rA1 CMDUM CROSS IRRMAWN UNES. SEE CIVIL PLVS FOR UnUTY CONFUCTS. SWEEP CONDUM UNDERNEAM NEW IRRICA nON UNES. 2. COMM07-OR SMU MVWMN (3) FEET HORIZOMAL SEPAM"ON WHERE aECMIC& CONDUM RUN PA RA U- a TO IRMA UON UNES. -3. SEE SHEEr SE08 FOR CONDUITICONDUCTOR SCHOULE. 04 M4 a vmm�j "' ON4 wo"' = PJK,44T�vl IN I ;VOIZIZ, I V iiiilirilk X L"JR engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 'e,e ,qFESS 0 NO: 16786 m m SEP. 30, 2090 \ TR 1 05-7-M 7.9-166 ImmubLdOWN& Amft. Dmwn: KEL VKAACe 1°' I DeWigner. KEL III' Chtx*ed By. CA F PLAN USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. X 1 SHEET NO. SE05 OF 40 2-71 / / 3-71 4-71 DESCRIPTION 2ENERAL O.rES 1. CONTRACTOR ShW-L bWNTAIN 1201 VERTICAL SEPAMnON WHERE EZ '.,`7R1C4L CONDUnS CROSS IRRIG4"ON UNES, SEE CIVIL PIANS FOR UT U7Y CONFLICTS. SWEEP CONDUITS UNDERNEATH NEW IRRIa4nON LINES. 2. CONM4CIOR SHALT. MVNTMN (J) FEET HORIZONTAL SEPARATION WHINE ELECTRICAL CONDUITS RUN PARALLEL TO IRRIGA770N LINES. J. SEE SHEET SE08 FOR CONDUITICONDUCTOR SCHEDULE. o��gFESs le G.NLCO 0 -p co 0 NO: 16786 m Ul m SEP. 30, 2010 05-7-m Section 4216/4217 of the a*& mpbo dmf is I; na- l a numbar be Inued beftm a *pWMR to mcovate WIN be Vdi& Call (2) working days bo*" Tau dig. r. QCER) engineers 16719 East Palisades Blvd., Suite 202 CITY COMMENTS Fountain Hills, AZ 85268 7.9-166 Phone: (480) 816-5541 Fax: (480) 816-5540 Fla Name 07060 Drawn: KELSHEET NO. mcSFW.0 BAK0 8 VNFHAW mLAM I **A1 liq1111111111 Job No.: 316&01 Designer; KEL C.�'IOF BAKERSFIELD, Cr--%a.IFuA&RNIA PUBUC WOW81 Pal pm SEAS OF 40 fa C, PLmm Date: 5/07/09 CheckW By. CA USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM OR ENGINEERS, INC. I 1 71 / / WE 3-71 4-71 / / w ikm DESCRIPTION 2ENERAL NOTES CONVMCMR SWU WMAIN 12"' VERM4L SMIMnON WHEW &ECMICAL CONDURS MOSS IRRICAMN UNES. SEE CM1- PLMS FOR UnUTY CONRICTS. SWEEP CONDUITS UNURNE4"I NEW IRMA "ON UNES. 2. CONnMC7-OR SMU 9UWXN (3) FEU HORMOKA SMMMN WHME aECMIC41. CONDUHS RUN ftfta-EL TO IRRIG4RON I-INES. rim -N w c ml 1 I 7ML&I 1hrilb- ;40*�PRIKOKA3 M 11 I'MC a I rANkI 117-111 :,77-72:Mj= RAW 5/07/09- oFESs/6 G- A L C 0,j� o 11 -p NO: 16786 rri M SEP. 30, 2010 ;D FO T" C fw-oeetl'4 , c RI), enginmrs 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ MM 7.9-16 6 Phone: (480) 816-5541 Fax: (480) 816-5540 Drawn: KEL BAK29V1=13mD VNJAM PHAIM 1 Deliigner KEL Agftb Che(*od By. CA UUM 119"C'N"m -.'ER PLUM USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. X SecUm 4216/4217 of the wovwoullwit code I-- am a coo dat mul be bosed beftm a wpwmk toawavate w1l be vaft Cd (2) waWn you ft SHEET NO. SE06 OF 40 FAM REVISIONS No. DATE I DESCRIPTION lob, a 3? C*4 4? C E� LE�RA � Q LE.S CONVUCTOR ShW.L &WWAIN M stnwnw WHOM& MICAL CONDURS CHOSS IRRICA77ON LINES. SEE CIVIL PLANS FOR UULrf Y COVFUCTS. SWEEP CONDuns UNDEWEA"i NEW IRMA nON L JNES. 2. CONnMCTOR ShALL AoWNTAIN (3) FEET HORI ZONTAL SEPARAMN WHERE R '.'-`M1C4L CONDunS RUN PA RA U EL 7 *0 IRMA RON UNES. 3 SEE E S HE ETS SE QB F 0 R CON DU IT CON L,UCT 0 R SCHEME. 40 20 0 4.0 80 SCALE FEET CRengineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 OFESS G -ALC J� 0 P co . (D NO: 16786 I 'U M CC SEP. 30, 2010 M Section 4216/4217 of the �wecnmentCode =zd kbnW number t a homed bofw* a "permit Ito wwavaW wM be wft Ccdl (2) *a" days bAm you dig. 111100% Ar—� dowe Fle Name: 07060 Drawn: KEL 8AK9VN=0M VIMLAM PHASE 1 SHEET NO. ✓ � ` '�(0,�;ALIFUAwah'"NIA PUBLIC Wop" Job Na.: 3168.01 Designer. KEL A Date: 5/o7io9 Chocked By CA a SE06 OF 40 USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 0 2 3 1:. z pin z Ioji a toll;j ki PER OM P . s r CONCRETEEMEN�7S -. PER NEW eft 1801R77V, 30t 4W SERVICE EN7RANCE a BRACED 60K AIC, NEMA , PROVIDE LOCKING BAR PER DETAIL r e : r • ar yr`: 1 r M . • C1 '.410 Cu I► Cu BOND O BUILDING f �®r', blAINBONDING -JUMPER 250.28). EQUIPMENT BONDING -JUMPER CONNECTED TO ENCLOSURE I GROUNDING ELECMODE CONDUCTOR (NEC 2.50.66). GROUNDING ELEC7RODE - 51880 x 10 FT. GROUND ROD PER DETAIL 561 (fYP. 2). INSTAL A MINIMUM OF 10'-O'APART. DO NOT .• ► ' NEC 250.32 r * ,J NEW 600A SWITCHBOARD // 480/27No. DATE N, 0,4W, NEMA 3R BRACED FOR 60K AIC jM1/V1. PROVIDE LOCKING BA R PER DETAIL 646 1 / / ISC (Q P1100 P1101 P1102 P1103 P1104 P1105 P1200 P1201 P1202 P1203 P1204 P1205 P1206 2 � � A 6OA 3PA 30A PA 3OA 3PA 30A A 0) A A A A) 4 l l3l�, l 11 30A �'3P'3Pa 3Q 3P0) 3P QQQqQQQ QY7� Im [12) ii ii ii ii ii ii ii ii ii ii ii ii iie�i�„ 11 POLE POLE POLE 7 LE POLE S7 S 13 S1 1 SOCCER FIELD . 1 TO ELECTRICAL U77U77ES AND 7ELCO WIMIN ONE WEEK OF M077CE a PROCEED. b) 7HE ! r , w. SHALL NOT .. OR t :: (ON THE U77L17Y OR L04D SIDE) TO THE SES, THE U77L17Y TRANSFORMER (PRIMARY OR SECONLARY), OR TO THE U77LnY POINT BE # !:..r r.. t . DEStGN FROM THE U77LnY. q) THE CONM4CIOR ShALL NOT INSTALL EQUIPMENT PADS FOR 7HE SES' OR ANY U77LnY EQUIPMENT (7RIIIINSFORMERS, SWITCHING CABINETS, E71C.) PRIOR TO RECEIPT OF F7hAL PLANS FROM WORK REQUIRED 70 MEET THE REQUIREMEN7S OF THE U77LnY WHICH IS THE RESULT OF PROCEEDING PRIOR TO RECE7PT OF A �X&_ i � Lei -0, E m DESCRIPTION POLE POLE POLE POLE POLE POLE POLE S14 S18 S20 S23 S24 S24 S25 MUSCO CONTROL PANEL (FUTURE ADO? Jp MUSC(? PLANS � r LIGHT BANK) � FOR DETAILS SOCCER FIELD N0. 5 de 6 20A 20A r _ r r r ! ! • NORTH P2101 SOUTH PARKING PARKING PARKING PARKING ILOT LIGHTS LOTa P2203 P2204 P2205 P2206 •A„ R# l 30A 30A �30A �I 30A i 60A 30A 30A r e : r • ar yr`: 1 r M . • C1 '.410 Cu I► Cu BOND O BUILDING f �®r', blAINBONDING -JUMPER 250.28). EQUIPMENT BONDING -JUMPER CONNECTED TO ENCLOSURE I GROUNDING ELECMODE CONDUCTOR (NEC 2.50.66). GROUNDING ELEC7RODE - 51880 x 10 FT. GROUND ROD PER DETAIL 561 (fYP. 2). INSTAL A MINIMUM OF 10'-O'APART. DO NOT .• ► ' NEC 250.32 r * ,J NEW 600A SWITCHBOARD // 480/27No. DATE N, 0,4W, NEMA 3R BRACED FOR 60K AIC jM1/V1. PROVIDE LOCKING BA R PER DETAIL 646 1 / / ISC (Q P1100 P1101 P1102 P1103 P1104 P1105 P1200 P1201 P1202 P1203 P1204 P1205 P1206 2 � � A 6OA 3PA 30A PA 3OA 3PA 30A A 0) A A A A) 4 l l3l�, l 11 30A �'3P'3Pa 3Q 3P0) 3P QQQqQQQ QY7� Im [12) ii ii ii ii ii ii ii ii ii ii ii ii iie�i�„ 11 POLE POLE POLE 7 LE POLE S7 S 13 S1 1 SOCCER FIELD . 1 TO ELECTRICAL U77U77ES AND 7ELCO WIMIN ONE WEEK OF M077CE a PROCEED. b) 7HE ! r , w. SHALL NOT .. OR t :: (ON THE U77L17Y OR L04D SIDE) TO THE SES, THE U77L17Y TRANSFORMER (PRIMARY OR SECONLARY), OR TO THE U77LnY POINT BE # !:..r r.. t . DEStGN FROM THE U77LnY. q) THE CONM4CIOR ShALL NOT INSTALL EQUIPMENT PADS FOR 7HE SES' OR ANY U77LnY EQUIPMENT (7RIIIINSFORMERS, SWITCHING CABINETS, E71C.) PRIOR TO RECEIPT OF F7hAL PLANS FROM WORK REQUIRED 70 MEET THE REQUIREMEN7S OF THE U77LnY WHICH IS THE RESULT OF PROCEEDING PRIOR TO RECE7PT OF A �X&_ i � Lei -0, E m DESCRIPTION POLE POLE POLE POLE POLE POLE POLE S14 S18 S20 S23 S24 S24 S25 MUSCO CONTROL PANEL (FUTURE ADO? Jp MUSC(? PLANS � r LIGHT BANK) � FOR DETAILS SOCCER FIELD N0. 5 de 6 20A 20A r _ r r r ! ! • NORTH P2101 SOUTH PARKING PARKING PARKING PARKING ILOT LIGHTS LOTa P2203 P2204 PATHWAY # PLAY LIGHTS LIGHTS 0 1 M +1 • aEN ERA L N 0. LE.S P2100 P2101 P2102 P2103 P2104 P2105 P2200 P2201 P2202 P2203 P2204 P2205 P2206 •A„ POLE l 30A 30A �30A BOA 30A 30A 60A 30A 30A S17 60A 60A 30A PANEL J�A REFER TO ! t a t a' t ON r llw" FIELD NO. 3 a SHEET S606. 2q P 2 J. CONTRACTOR SHALL PROVIDE POWER DIS7RIBU770N BLOCKS FOR♦ 'R 18Cu � CUSTOMER I� SECTION ISC (9) 1 30A • f 2P +1 • aEN ERA L N 0. LE.S i. ALL 4ao vou wERRupmw AmD monomm DEWCES SHALL HAVE AN AIC RA nNG EQUAL TO OR POLE POLE POI F POLE POLE POLE GREATER THAN THE AVAILABLE SHORT CIRCUIT ON S10 S111 S12 S16 S17 SIB THE .` REFER TO ! t a t a' t ON r llw" FIELD NO. 3 a SHEET S606. J. CONTRACTOR SHALL PROVIDE POWER DIS7RIBU770N BLOCKS FOR♦ 'R POLE POLE POLE POLE POLE POLE POLE S21 S17 S22 S26 S27 S27 S28 (FUTURE LIGHT BANK) SOCCER FIELD NO. 7 BLOCKS ShW-L BE USED AS LUG ADAPTORS TO �I �NG�L E L.Ih LE D IA 1 ZR.A ACCOMMODAX WIRE SIZE LIM17S, POWER t a BLOCKS RA77NG EQUALTO OR GREATER AVAILABLEINAN THE a'. ON 4. ALL# his S �; r: „• r1 �, PANEL #,O„ 5. COMTR4CTOR SHALL PROVIDE HOUSE KEEPING PADS FOR \ P'I L�/�T�f/�i! [Yfl ff/��I['�!T L//fI ML'flRAft N�AIA [�L11tf r,pengineers e A • .t MINI -POWER • 1 --1 ' 56480-120/'24OV9 10, NEMA 3R BRACED AT 1OK AIC iE Section 4218/4217 of the msntcode rmka a dig t ntanber be timed before a "permit to excavator w1l be Cd (2) workbag before 1� rix-Lo T}Mr-Wi T° n1w 5E 1 r-~ WTI DOTND 6" ON SIDES AND BACK, PACS 5 Nle * IN 16719 East Palisades Blvd., Suite 202 7.9-166 N%AND sit %IC Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 e Nomc 07060 ° KED Be INNIMISHEET N ®. A Job CITY OF BANeJ1%%Am3h'FIfELmLmft), cdmm;'ALff�i;utiNIA PUELIC WOWSN�.� 3i Q1 °gner. KEL BAKERS=MM I ts VLLAGE PHASE 1 Date 5107149 Ch ed ° CAw"IIIIN ON 0 0 — w_~ SINGLE UNE DIAGRAM 547 OF 40 USE OF THE INFORMATION CONTAINED W THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. s U 1 3 QROFESS�Q G p, LC ®-{J< 0 11 p 0 N4: 16786 LU ti SEP. 30, 2010 �t TR T Xf0 05-7'-M LIGHTING FIXTURE SCHEDULE DRAWING 277/480 MAIN CB: 600 MANUFACTURER SYMBOL PICTORIAL LAMPS DESCRIPTION MODEL • ���'iiariir� CALLOUT"L-- - - - - _ .... _ .... •w. .... .. i; .ril�.�► inn.; .�. rr�. - /Iww rr. -... -- - - - - �� PRESSURE AP v MwA 171 / / 471 / / CRi nmrs 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 a TY COMMENTS Phone: (480) 816-5541 Fax: (480) 816-5540 ow DESCRIPTION ll'O1 FRpF ESSI� LCp�,�q�. v✓ � FZ NO: 16786m SEP. 30, 2090 X 7.9-166 ftebm 4216/4217 of #s coo I—Iff d;0 df rowmitt i--- tone o be hwed bdiem o vdkt CoN {2} � �I befior+eft No= 07060 s KEL BAK8V*c13mD SHEET NO. Os �;'l TY 0 F B A ER & F I E L m um", Cw';& A L I F� A 1 001 m R " N I A Pumic wows Job No.: 316&01 gnw-. KEL Date 5107/09 t ed By. CA AND _.MCCl/MCC-2,. 49 OF 4Q wr.s..z-ya...�,.r.rv.•x+rn. w.,:.a � - ..ma.ox .xvr„mrw.r ..r,- nwmrmr� cmcrSt;*+ume rxss..r� USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PEFOAISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 277/480 MAIN CB: 600 00w "' ', CUT-OFF # • 4 • ���'iiariir� HIGH M! i _) _ GHT DISTRIBUTION * PRESSURE ! i PER CITY OF "i is CALIFORNI SODIUM 277V,,UPPER REFLECTOR SHALL BE A LIGHTr . ! ... 7OW! METAL .,� REFLECTOR SHALLBE FINISHEIN A WHITE D !`!'! LAMPI AREA r i " .'HALIi Di C7 ! rENCLOSED ! `1i�►7 1+i�1 ■..�..� .......SERIES CAST ALUMINUM HOUSINGSECURED WITH CAPINDA ! 7OMH SCREWS. FRO RELAMPIN% FINISH SHALL BE MATTE MTB i' I 277%UPPER REFLECTOR SHALL BE A LIGHT WIEGHT "t"A IrA wz�vl 7OW METAL ALUMINUM!, . ! SHALL FINISHED IN A WHITE FLUOROPOLYMER FINISHI, LAMPi . INDIRECT HALIDE MODULE REFLECTOR SHALL BE ENCLOSED IN DIE SERIES ALUMINUMIN CAST HOUSING r,.Ei W17H CAP IND' SO ii :1 r yrlLAMINrh FINISH SHALL " .r SCREWS FROE MATTE �.. -J l .,._ �,,,�,.� ,..�,. .�• „fir,.. -...-.. -...-..: --•••-,...... �..,.. ..:. �.... ,. .:. ....: ... ......... �^�����. �... !% SIGN LIGHT,ONE !, DIE CAST 14W ALUMINUM CYLINDRICAL HOUSING. SPECULAR F14 T5 ALZAK REFLECTOR. U.L LISTED FOR WET FLUORESCENT LOCATIONS, T--•-!"�-. �_,,. _ �7 OW METAL r ALUMINUM , w ! ► • !SHALL FINISHED IN A WHITE FLUOROPOLYMER FINISH, LAMP,11 MODULE REFLECTOR SHALL BE ENCLOSED IN DIE II IBJ I III r rLIGHTIN INDIRECTHALIDE SERIESSO CAST ALUMINUM HOUSING SECURED WITH CAP 7OMH1 SCREWS r BLACK. ^ K ------ -.:.'r•wrwl l-.. L �IY��;`�I+l �w.'�'�I�r �:'!Y�Y��':�✓:�'•Y�1�1"1rY.✓,�Il�r'L1w/^.���L,�': ... AP v MwA 171 / / 471 / / CRi nmrs 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 a TY COMMENTS Phone: (480) 816-5541 Fax: (480) 816-5540 ow DESCRIPTION ll'O1 FRpF ESSI� LCp�,�q�. v✓ � FZ NO: 16786m SEP. 30, 2090 X 7.9-166 ftebm 4216/4217 of #s coo I—Iff d;0 df rowmitt i--- tone o be hwed bdiem o vdkt CoN {2} � �I befior+eft No= 07060 s KEL BAK8V*c13mD SHEET NO. Os �;'l TY 0 F B A ER & F I E L m um", Cw';& A L I F� A 1 001 m R " N I A Pumic wows Job No.: 316&01 gnw-. KEL Date 5107/09 t ed By. CA AND _.MCCl/MCC-2,. 49 OF 4Q wr.s..z-ya...�,.r.rv.•x+rn. w.,:.a � - ..ma.ox .xvr„mrw.r ..r,- nwmrmr� cmcrSt;*+ume rxss..r� USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PEFOAISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 277/480 MAIN CB: 600 MOUNTING SURFACE BRACING 25K BKRAIC:,',25K # • 4 • ���'iiariir� �' ' iramffw .r�'. "Fa 0=1 �'i' 1 I I • T � J. AP v MwA 171 / / 471 / / CRi nmrs 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 a TY COMMENTS Phone: (480) 816-5541 Fax: (480) 816-5540 ow DESCRIPTION ll'O1 FRpF ESSI� LCp�,�q�. v✓ � FZ NO: 16786m SEP. 30, 2090 X 7.9-166 ftebm 4216/4217 of #s coo I—Iff d;0 df rowmitt i--- tone o be hwed bdiem o vdkt CoN {2} � �I befior+eft No= 07060 s KEL BAK8V*c13mD SHEET NO. Os �;'l TY 0 F B A ER & F I E L m um", Cw';& A L I F� A 1 001 m R " N I A Pumic wows Job No.: 316&01 gnw-. KEL Date 5107/09 t ed By. CA AND _.MCCl/MCC-2,. 49 OF 4Q wr.s..z-ya...�,.r.rv.•x+rn. w.,:.a � - ..ma.ox .xvr„mrw.r ..r,- nwmrmr� cmcrSt;*+ume rxss..r� USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PEFOAISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. :♦ TYPE '1 'i'1 i ;A I7 : i � ' CI 'r► i"' ► li 'r i' i is I i ,2- 2" MIN 4" MAX 4 SP(JOES (WHERE REQUIRED) IN CONDUCT0RS B MADEJ-BOXES USING COMPRESSION CONNECTOR & CAST RESIN . QUANT OF . " OND " #r i r # -01CKFILL, AND THOROUGHLY EXCA VA 7ED AREA UNDIS7URBED SOIL 7.5" MIN. �.�.` `�'`,f ,,���'����`.�'°���` �F t�'ONIiR' BUILDINGBUILDING_E- dti, 1 `fes ,f ,1 BLOCK TMCAL OF 2) .'4...y IRS `.�' ' �f. '�� rr' ''` `'"' ''`' `� .,:`"` ,° f i' `'�'` ` ; SCHEDULE 40 P.V.C. 90 DEGREE BEND CONDUIT W17H A RADIUS OF NOT LESS THAN 18" (FACTORY BEN,OS ONLY SHALL BE USE,). r ENCLOSURE SMALL BE L1S7E7D FOR UNDERGROUND SYIEMS. ENCLOSURE SHALL BE SIZED 70 ALLOW PERSONNEL OT REACH : f INTO, w. a. PURPOSE r w r i OF ! r " ' OR AWNTAINING r OR WIRING OR BOTH. Z PULL BOX i ) PER rr J. UNDERGROUND RACENAYANDIOR CALBE ENMRING THE PULL BOX ENCLOSURE ShIALL WEND INTO THE ENCLOSURE ' BEING MECHANICALLY '` D ENCLOSURE. -.. 4. PULL BOX ENCLOSURE COVER ShALL HAVE AN 1DEN"FY7NG # OR LOGO THAT r r i IDEN77RES THEIR i COVERS PROOF i.O A : REQUIRE r TOOLS rEN a ND THEY SHALL WEIGH # 100lbs. (2005METAL COVERS AND 07HER EXPOSED CONDUCTIVE SURFACES SMALL BE BONDED IN ACCORDANCE W17H N. E. C. AR77CLE V PULL BOX ENCLOSURES TO WITHSTAND THE LOAD LIKELY TO BE IMPOSED WITH MINIMUM LOAD R477NGS AS FOLLOWS: a. FOR DELIBERATE VEHICULAR TRAFFIC — A4SH70 H-20 b. FOR DRIVEWAY, PARKING LOTAND OFF—R104D APPUC477ONS SUBJECT / OCCASIONAL i i ". c. i" SIDEWALK APPUCA 77ON W17H v SAFETY FACTOR FOR OCCASIONAL r " A VEHICULAR ANSIISCTE 77 r 8 # d NON— VEHICULAR AND EANS11SC7E7 77 LIGHT DUTY " Y,. PULL BOX EYVCLOSURES SHAU BE SUPV4iR`7E*D ON SUITABJ- 1 " PROVIDE "` ENCLOSURE D 9. CONDU1T END BELLS SHALL BE IIVSTAIIM 80FORE PULLING WIRE. IN r r it .► r ,► r r it mr o 171 / / 271 / / DESCRIPTION w 4T W &IRE COPPER CONDUCTOR GRS CONDUIT 6' (MIN) 20M14 PVC CORROSION PROTECAON TAPS /4tF LAPPED WRAPPING /— t7NISHED GRADE CABLE TO GROUND ROD CONNECTION � COUPLING pffrs 24' 6RS NINETY PVC FE7NALEADAPTOR PVC CONDUIT ELECTRICAL EQUIPMENT GROUND BUS OR LUG GROUND CONDUCTOR (!N SCH. 80 PVC CONDUIT, PVC SCH. 80 WHERE DCPOSED TO SLEEVE PffY51G4t DAMAGE N07E: WHERE CONDUITS ARE RUN IN SL4B. THE � CONCRETE FOUNQ4TION 24" DIMENSION DOES NOT APPLY. GSE OR FOOTING 2" (MIN) ■ 3688 • #' / i'r COACRE7F BASE i L WORK BE PER AA770NAL ELECTR= i . CODE AND a .. #. ` it m x Ljrl engineers 16719 East Palisades Blvd., Suite 202 Fountain Hills, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 ��pEESSt0 elf 0 v Nn: 16786 SEP, 30, 2090 m X TR 7.9-166 nii Name: 07080 KEL • KEL SHEET NO. r**41 m-NE34mm t=— U C;A- Job 1 m Y' ( 0 D" F E 's"' A am E "w"m I L m m Co" L1rww�mA0"m"`N1A PUELIC WOPM UWWAM FW*WNo.: 316 .01 goer Dates 4124109 Chocked y: CA ,,� IL �1 � OF 40 USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INC. 0 1 2 3 s F 5" SOUME STEEL POLE GROUNDING M?MlM4L (OPPOSIM A :, TACWE"' NUTS " 4A M -• MIf HANDHOLE TAMPER -PROOF SCREWS COVER, OVER NU7S G4LVANIZED ♦, j LOCK WASHERS. j 70 WASHER AND WASHER TO BASE PLATE. NON-SHRINKABLE r GROUT lir rrt♦ a "' w' NOTE FOR DETAIL 607 THE POLE CONCRETE B4SE DETAIL IS SHOWN•R BECMICAL ROUGH -IN SMLL NOT BE USED FOR THE ACTUAL RASE CONS77?UC770N. POLE BASE SHALL 1 i BY REGISTERED r �► rr.. IN THE A TE OF DOCUMENT. 5"' SQUARE S7FEL POLE TAMPER—PROOF SCREWS GROUNDING ! _,iA i WASHERS.GALVANIZED ul-BOLTS, NLIM, ANO LOCK / WELD . NUT 14 Cu TO WASHER AND WASHER ! !IM COVER, }i ! BASE l OVER NUTS NON -SHRINK GROUT TACKWELD N TO ANCHOR BOVS PROWDE SMOOTH CONCRETE FINISH (NO MDS) s 2'--w (MIN) IRYRr 6:_01 (MIN) 9 rc Ram m t i 2 -- " DIA i PROVIDE rr r ! D !IM COVER* OVER TACKWELD TO ANCHOR B00S PROVIDE SMOOTH CONCRETE FINISH (NO VOIDS) s 2'--0" (MIN) /�y rffiYN rode` (MIN) WA 471 / / DESCRIPTION RECEPTACLE POLE ..O ,. w ! w t.. r OR rPR: RECEPTACLE r w BE POLE FMRICA nON MD M0UN7ZNG OF BOX ABE FURNISHM BY 2'—W DIA I � # isr i , OFESS gwa�G.NLCot? 0 N®:16786 m SEP. 30, 2010 m C TR 0 Izv- — I X s r,%,.JR enginmrs 16719 East Palisades Blvd., Suite 202 7.9-166 Fountain Nils, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 o e: 07060 Draw: KIEL PUBM WOWS Job No.: 3166.01 DWgner. KEL BAKEM ww"NINNESOL 10111LILAW F"ASE 1 ,a � � mmobw 1__ror Fp(� Dotes 4%24109 tit Od 6y. CA LIW ILS USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM FT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INCL S,` 1 O 1 SHEET NO. 12 OF 40 ' d / I / ® / 2'-0" a 4 . �► 4 PROVIDE rr r ! D !IM COVER* OVER TACKWELD TO ANCHOR B00S PROVIDE SMOOTH CONCRETE FINISH (NO VOIDS) s 2'--0" (MIN) /�y rffiYN rode` (MIN) WA 471 / / DESCRIPTION RECEPTACLE POLE ..O ,. w ! w t.. r OR rPR: RECEPTACLE r w BE POLE FMRICA nON MD M0UN7ZNG OF BOX ABE FURNISHM BY 2'—W DIA I � # isr i , OFESS gwa�G.NLCot? 0 N®:16786 m SEP. 30, 2010 m C TR 0 Izv- — I X s r,%,.JR enginmrs 16719 East Palisades Blvd., Suite 202 7.9-166 Fountain Nils, AZ 85268 Phone: (480) 816-5541 Fax: (480) 816-5540 o e: 07060 Draw: KIEL PUBM WOWS Job No.: 3166.01 DWgner. KEL BAKEM ww"NINNESOL 10111LILAW F"ASE 1 ,a � � mmobw 1__ror Fp(� Dotes 4%24109 tit Od 6y. CA LIW ILS USE OF THE INFORMATION CONTAINED IN THIS DOCUMENT FOR OTHER THAN THE SPECIFIC PURPOSES FOR WHICH IS WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM FT WAS PREPARED, IS FORBIDDEN UNLESS WRITTEN PERMISSION IS OBTAINED IN ADVANCE FROM CR ENGINEERS, INCL S,` 1 O 1 SHEET NO. 12 OF 40 CONCRETE CONT 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: A. CONCRETE CAST AGAINST AND 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY THE FOLLOWING COMPANY: PERMANENTLY EXPOSED TO EARTH.........................3 B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: FURGO WEST, INC. DATED SEPTEMBER 2007, AND ALL SUBSEQUENT ADDENDA. #6 THROUGH # 18 BARS ............................2 COPIES ARE AVAILABLE FOR REVIEW AT THE ARCHITECT'S OFFICE. #5 BAR, W31 OR D31 WIRE, AND SMALLER ............ C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT 1 1/2 WITH GROUND: BOTTOM OF FOOTINGS TO BE A MINIMUM OF 1 FEET BELOW LOWEST SLABS, WALLS AND JOISTS: ADJACENT FINISHED FLOOR OR GRADE, AND 1 FEET INTO UNDISTURBED #11 BAR AND SMALLER .............................1 NATURAL SOIL. BEAMS, COLUMNS AND WALL JAMBS 3. CONTRACTOR TO PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER PRIMARY REINFORCEMENT, TIES, STIRRUPS, SURFACE WATER, GROUND WATER OR SEEPAGE. AND SPIRALS: 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL #3 THROUGH#11..................................1 1/2 13. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 5. EXCAVATION AND COMPACTING IF REQUIRED, SHALL BE APPROVED BY THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM CONDUIT15. OR (O.D.) NOT EXCEED ONE THIRD OF '. THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS.SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. •. PROJECTING CORNERSOF BEAMS, WALLS, COLUMNS,FORMED WITH A 3/4 IN. CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. COMPOUNDS17. CURING ! TO RECEIVE A FINISH SHALL BE APPROVED BY THE FINISH APPLICATOR BEFORE USE. \ 11"T" WE GENERAL CONT (14. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED. 15. DESIGN LIVE LOADS: AREA DESIGN LIVE LOAD REMARKS MECHANICAL ROOF 50 PSF OR ACTUAL EQUIPMENT WT. UNREDUCIBLE ROOF 20 PSF REDUCIBLE 16. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL RESTRAINT AT THE GROUND FLOOR. STRUCTURAL FRAMES ARE NOT LATERALLY SELF SUPPORTING UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT ROOF AND STRUCTURAL WALLS BELOW ARE IN PLACE. 17. CODE LEVEL DESIGN LATERAL LOAD CRITERIA WIND CRITERIA: WIND SPEED = 85 OCCUPANCY CATEGORY: = 11 IMPORTANCE FACTOR: = 1.00 EXPOSURE CATEGORY: = C SEISMIC: DESIGN CAETGORY = D SITE CLASS = D IE = 1.00 Fa = 1.0 Fv = 1.518 SDs = 0. 839 SD 1 = 0. 488 R = 5 SPECIAL CMU SHEARWALL 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. 2. SCHEDULE OF STRUCTURAL CONCRETE 28 -DAY STRENGTHS & TYPES: LOCATION IN STRUCTURE STRENGTH PSI TYPE CONCRETE SLAB ON GRADE 4000 HARDROCK CONCRETE FOUNDATIONS 4000 HARDROCK 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150,TYPE II, LOW ALKALI. 4. AGGREGATE FOR HARDROCK CONCRETE - C-33. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 5. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. 6. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB ELEVATIONS BASED ON THE ARCHITECTURAL DRAWINGS PLUS THE ADDITION OF ANY CAMBERS INDICATED ON THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SCREED ELEVATIONS PRIOR TO THE CONCRETE POUR, AND TOP OF CONCRETE SLAB PRIOR TO REMOVAL OF FORMS. 7. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN. 8. DRY PACK OR NON SHRINK GROUT UNDER BASEPLATES, SILL PLATES, ETC., SEE CONTRACT DOCUMENTS. 9. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94. 10. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. IF COLUMNS AND WALLS ARE PLACED WITH FLOOR, TWO HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL POUR AND BEGINNING OF FLOOR POUR. 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY THE FOLLOWING COMPANY: FURGO WEST, INC. DATED SEPTEMBER 2007, AND ALL SUBSEQUENT ADDENDA. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. COPIES ARE AVAILABLE FOR REVIEW AT THE ARCHITECT'S OFFICE. 2. FOOTING DESIGN BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF. 1 BOTTOM OF FOOTINGS TO BE A MINIMUM OF 1 FEET BELOW LOWEST THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ADJACENT FINISHED FLOOR OR GRADE, AND 1 FEET INTO UNDISTURBED NATURAL SOIL. 3. CONTRACTOR TO PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER INCONSISTENCIES. SURFACE WATER, GROUND WATER OR SEEPAGE. 3. 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL 3 / CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL EARTH BANKS. ® 5. EXCAVATION AND COMPACTING IF REQUIRED, SHALL BE APPROVED BY THE 4 GOVERNING AGENCY AND THE FOUNDATION ENGINEER PRIOR TO PLACING AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE CONCRETE AND REINFORCING. FOUNDATION ENGINEER TO SUBMIT 00 LETTER OF COMPLIANCE TO OWNER. 1 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. CONTRACTOR SHALL CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE W co ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING CODE: AND INSTALLATION OF SUCH BRACING. 7. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS WILL BE X ALTERED AS REQUIRED. D W o ' 8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH M SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH SOIL ' REPORT. FLOODING WILL NOT BE PERMITTED. X Cn 9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW DOCUMENTS. CONSTRUCTION SHALL BE REMOVED. 6. M �O °- 10. ALL EARTHWORK SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL RECOMMENDATIONS. BE FOLLOWED. 7. GENERAL CONT (14. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH OR WHERE OVERLOAD IS ANTICIPATED. 15. DESIGN LIVE LOADS: AREA DESIGN LIVE LOAD REMARKS MECHANICAL ROOF 50 PSF OR ACTUAL EQUIPMENT WT. UNREDUCIBLE ROOF 20 PSF REDUCIBLE 16. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL RESTRAINT AT THE GROUND FLOOR. STRUCTURAL FRAMES ARE NOT LATERALLY SELF SUPPORTING UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT ROOF AND STRUCTURAL WALLS BELOW ARE IN PLACE. 17. CODE LEVEL DESIGN LATERAL LOAD CRITERIA WIND CRITERIA: WIND SPEED = 85 OCCUPANCY CATEGORY: = 11 IMPORTANCE FACTOR: = 1.00 EXPOSURE CATEGORY: = C SEISMIC: DESIGN CAETGORY = D SITE CLASS = D IE = 1.00 Fa = 1.0 Fv = 1.518 SDs = 0. 839 SD 1 = 0. 488 R = 5 SPECIAL CMU SHEARWALL 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. 2. SCHEDULE OF STRUCTURAL CONCRETE 28 -DAY STRENGTHS & TYPES: LOCATION IN STRUCTURE STRENGTH PSI TYPE CONCRETE SLAB ON GRADE 4000 HARDROCK CONCRETE FOUNDATIONS 4000 HARDROCK 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150,TYPE II, LOW ALKALI. 4. AGGREGATE FOR HARDROCK CONCRETE - C-33. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 5. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. 6. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB ELEVATIONS BASED ON THE ARCHITECTURAL DRAWINGS PLUS THE ADDITION OF ANY CAMBERS INDICATED ON THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SCREED ELEVATIONS PRIOR TO THE CONCRETE POUR, AND TOP OF CONCRETE SLAB PRIOR TO REMOVAL OF FORMS. 7. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN. 8. DRY PACK OR NON SHRINK GROUT UNDER BASEPLATES, SILL PLATES, ETC., SEE CONTRACT DOCUMENTS. 9. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94. 10. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. IF COLUMNS AND WALLS ARE PLACED WITH FLOOR, TWO HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL POUR AND BEGINNING OF FLOOR POUR. A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL ROOF OPENINGS. E. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 8. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. D. ANCHOR BOLTS FOR MOTOR MOUNTS. E. SIZE, WEIGHT, AND LOCATION OF MACHINES AND EQUIPMENT BASES. 9. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL ANCILLARY MEMBERS INCLUDING BUT NOT LIMITED TO BEAMS, COLUMNS, POSTS, FOOTINGS, STIFFENERS, GUSSETS, KICKERS,BRACES, ETC., AND THE ATTENDANT CONNECTIONS, AS REQUIRED BY THE BUILDING STRUCTURAL ENGINEER, TO SUPPORT LOADS IMPOSED BY THE PRIMARY STRUCTURE. . 10. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. ®, 11. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 12. SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 13. THE CONTRACTOR SHALL INVESTIGATE SITE FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. IMEVISIONS GENERAL 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. N®' DATE. 1 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 3 / 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL m ® NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS 4 AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH 00 THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. 1 Cd CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN r FOR SIMILAR WORK. W co 5. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING CODE: Q CALIFORNIA BUILDING CODE, 2007 EDITION AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY 0- PORTION OF THE WORK,.INCLUDING THE STATE OF CALIFORNIA DEPARTMENT W OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DIRDOSH), AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT Q DOCUMENTS. 6. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY J PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 7. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: Section 4218/4217 of the A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL ROOF OPENINGS. E. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 8. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. D. ANCHOR BOLTS FOR MOTOR MOUNTS. E. SIZE, WEIGHT, AND LOCATION OF MACHINES AND EQUIPMENT BASES. 9. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL ANCILLARY MEMBERS INCLUDING BUT NOT LIMITED TO BEAMS, COLUMNS, POSTS, FOOTINGS, STIFFENERS, GUSSETS, KICKERS,BRACES, ETC., AND THE ATTENDANT CONNECTIONS, AS REQUIRED BY THE BUILDING STRUCTURAL ENGINEER, TO SUPPORT LOADS IMPOSED BY THE PRIMARY STRUCTURE. . 10. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. ®, 11. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 12. SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 13. THE CONTRACTOR SHALL INVESTIGATE SITE FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. IMEVISIONS i �►SHEET • i ♦ .:.GENERAL ONTES CITY OF D'.11 Designer.I Job No.: 2007-100 01 U JOHN A. MARTIN # 8c ASSOCIATES 9 •� Structural Engineers m ® 950 S. Grand Avenue U Los Angeles, Calif. 90015 00 Phone (213) 483-6490 1 Cd Fax (213) 483-3084 r Job# 11868-70 W co Q ��FORE Y� 0- �o W Q J J Section 4218/4217 of the " dam: tcode t��on ° rinber be issued before o 0.. "permit to exomate will be Co valid. Cali (2) mxW days before db. J YOU w U. 7.9-166 � W Q m i �►SHEET • i ♦ .:.GENERAL ONTES CITY OF D'.11 Designer.I Job No.: 2007-100 01 BAKERSFIELD, CITY OF M REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI -318), AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY THE C. R. S. I. AND THE W. C. R. S. I. , OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS - A-615 GRADE 60 OR A-706 GRADE 60 UNLESS NOTED OTHERWISE. 3. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC.,' AMERICAN WELDING SOCIETY, AWS -D1.4. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 5. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS NOTED OTHERWISE. 7. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. CONCRETE . ! BE HOLLOW ! i iCONCRETE MASON r MORTARUNITS CONFORMING TO C90 GRADE N, NORMAL WEIGHT. USE OPEN END UNITS FOR ALL EXTERIOR WALLS, AND BOND BEAM UNITS AT HORIZONTAL 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 3. l ! TO REQUIREMENTS- TYPE S AND PROJEC SPECIFICATIONS. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKA RED LABEL. 4. GROUT CONFORM ! REQUIREMENTS !R COARSE GROUT. GROUT STRENGTHSHALL ATTAIN A COMPRESSIVE OF 1!! PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKA GROUT 5. ADMIXTURES SHALL BE MANUFACTURER'S r RECOMMENDATIONS. REINFORCINGi. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN MAIN / MASONRY 7. LOW -LIFT CONSTRUCTION; MAXIMUM GROUT POUR HEIGHT IS 4'-8" FEET. 8. HIGH -LIFE GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH CHAPTER(21)OF THE GOVERNING CODE. 9. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, UNLESS NOTED OTHERWISE. 10. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 11. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 12. ASSUMED ULTIMATE COMPRESSIVE STRENGTH OF COMPLETED MASONRY WALL IS 1500 PSI U.N.O. 13. REINFORCING STEEL SHALL BE AS INDICATED ONPLAN AND/OR DETAILS. VERTICALMINIMUM LAP SPLICE SHALL BE 48 BAR DIAMETERS, TYPICAL, UNO. !. PLACED CONTINUOUS FROM FLOOR TO ROOF UNLESS SHOWN OTHERWISE ,. WRITTEN PR TO SPLICE BARS IS GIVEN BY STRUCTURAL ENGINEER. 15. ALL ISOLATED BOLTS EMBEDDED IN MASONRY GROUTED SOLIDLY IN PLACE WITH NOT LESS THAN 1" OF GROUT SURROUNDING THE BOLT CLUSTERS OF BOLTS SHALL BE GROUTED GROUT SURROUNDING EACH BOLT. MINIMUM SPACING BETWEEN BOLTS IN A CLUSTER SHALL BE 8 DIAMETERS. FjjAj q:40 z z EAIFAr� 1L9_ : 0 ki F: � r;7� � I 'kl rel 1111 WOOD STRUCTURAL STEEL AND MISCELLANEOUS METAL 1. FRAMING LUMBER SHALL BE DOUGL FIR LARCH IN ACCORDANCE WITH WEST 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN co COAST LUMBER INSPECTION BUREAU GRADING RULE NO. 17 OF FOLLOWING ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, JOH N A. MARTIN GRADES UNLESS NOTED OTHERWISE: & ASSOCIATES FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS Structural Engineers m (LATEST EDITION AND SUPPLEMENTS). ' 0 2x, 3x & 4x ......................"No. 1 & Btr" co Phone (213) 483-6490 0 6x & LARGER ...................... "No. 1" 2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36; ASTM A992, GRADE Job# 11868-70 W w 50 WHERE INDICATED ON DRAWINGS. d 2. MAXIMUM MOISTURE CONTENT OF ALL FRAMING LUMBER INCLUDING TREATED SILL CIL PLATES AT TIME OF ERECTION SHALL NOT EXCEED BE 19%. 3. PIPE COLUMNS - ASTM A53, GRADE 'B'. 0 'B' 4. STEEL TUBES - ASTM A500, GRADE (FY = 46000 PSI). 3. ALL PLYWOOD SHALL BE STRUCTURAL I CONFORMING TO PRODUCT STANDARD PS1. USE PLYWOOD NAILS SAME GAUGE OR LARGER AS COMMON WIRE NAILS, WITH 5. ANCHOR STUDS SHALL BE NELSON GRANULAR FLUX -FILLED HEADED ANCHOR Section 4216/4217 of the LENGTHS AT LEAST EQUAL TO PLYWOOD THICKNESS PLUS REQUIRED PENETRATION dig ndsrt identiNt code caion ires ® STUDS OR AN APPROVED EQUAL AND, BE MADE FROM C-1015 COLD ROLLED nunlbel' be issued bdm a PER TYPICAL NAILING SCHEDULE DETAIL. STEEL AND SHALL CONFORM TO A.S.T.M. SPECIFICATION A-108, GRADES valkf. 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 P.S.I. STUD Cali (2) worldng days before 4. DO NOT NOTCH OR DRILL WOOD MEMBERS EXCEPT WHERE SHOWN IN DETAILS. You f WELDING INSPECTING AND TESTING SHALL CONFORM TO A.W.S. D1.1-90. OBTAIN ENGINEER' S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 6. ANCHOR BOLTS - F1554 GRADE 36 . 5. ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR BUILT-IN CAMBER UP UNLESS NOTED OTHERWISE. 7. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR ARCHITECT'S REVIEW BEFORE FABRICATION. 6. BOLTS: A. ALL BOLTS SHALL CONFORM TO ASTM A307, GRADE A. 8. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. B. ALL ANCHOR RODS (ANCHOR BOLTS) SHALL CONFORM TO ASTM F1554, GRADE 36. 9. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMITY WITH THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1) OF THE AMERICAN WELDINGSOCIETY. C. BOLT HOLES SHALL BE 1/16 INCH LARGER THAN THE BOLT SIZE. RET I GHTEN ELECTRODES TO BE E70 SERIES UNLESS NOTED ALL NUTS PRIOR TO CLOSING IN. OTHERWISE. COMPLETE JOINT PENETRATION WELDS BETWEEN BEAM/GIRDERS AND COLUMNS SHALL BE MADE USING METHODS THAT WILL ACHIEVE THE D. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST MINIMUM REQUIRED FINAL PROPERTIES. WOOD. 7. LAG SCREWS: 10. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER A. ALL LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18. 6. 1 WITH SIZE IS NOTED. FOLLOWING MINIMUM BENDING YIELD STRENGTH: 11. a WELDING TESTS AND INSPECTIONS - SEE SPECIFICATION. LAG SCREW DIAMETER YIELD STRENGTH (Fyb) 12. ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH-STRENGTH (INCH) (PSI) BOLTED, TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAY -APPLIED Y4 709000 FIREPROOFING, OR TO BE ENCLOSED BY FINISH MATERIALS SHALL BE LEFT 5/16 609 000 UNPAINTED. GREATER THAN OR 459 000 13. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO WEATHER EQUAL TO 3/8 SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. B. ALL LAG SCREWS EXCEPT SIMPSON "SDS" SCREWS SHALL BE PREDRILLED. DRILL DIAMETER SHALL BE 60% OF THE SHANK DIAMETER. 14. THE CONTRACTOR SHALL REVIEW ALL WELDING DETAILS FOR ACCESSIBILITY. ANY WELD INDICATED AS A SHOP WELD MAY BE WELDED IN THE FIELD WITH 8. ALL NAILING SHALL BE IN ACCORDANCE WITH TYPICAL `"NAILING SCHEDULE" DETAIL. APPROVED WELD PROCEDURES AND INSPECTION. ANY WELD INDICATED AS A FIELD WELD MAY BE SHOP WELDED WITH APPROVED WELD PROCEDURES AND 9. CONNECTOR REFERECE, UNLESS NOTED OTHERWISE, ARE FROM THE LATEST EDITITON INSPECTION. OF `SIMPSON STONG-TIE" CATALOG. APPROVED EQUALS SHALL HAVE MATCHING ICC -ES RATINGS AND USED WITH PRIOR APPROVAL OF THE ARCHITECT OR THE STRUCTURAL ENGINEER. A. WHERE MORE THAN ONE TYPE OF FASTENER IN THE REFERENCE SERIES IS SCHEDULED FOR A JOIST OR RAFTER THE CONTRACTOR SHALL SUPPLY THE FASTENER WITH THE GREATEST CAPACITY. B. WHERE THERE ARE A NUMBER OF NAILING ALTERNATIVES LISTED IN THE MAUFACTURER'S CATALOG FOR A PERTICULAR CONNECTOR, THE NAILING ALTERNATIVE PROVIDING THE HIGHEST LOAD CAPACITY SHALL BE USED UNLESS NOTED OTHERWISE. C. ALL NAIL HOLES IN THE CONNECTOR SHALL BE FILLED WITH PROPER NAILS UNLESS NOTED OTHERWISE ELSEWHERE. (INCLUDING TRIANGULAR HOLES IN "HU" HGR. ) D. USE NAILS AT ALL "MST" STRAP HOLES. UNO. 10. TJI- SEE SPECIFICATIONS. BAKERSFIELD, CITY OF M REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI -318), AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY THE C. R. S. I. AND THE W. C. R. S. I. , OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. REINFORCING BARS - A-615 GRADE 60 OR A-706 GRADE 60 UNLESS NOTED OTHERWISE. 3. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC.,' AMERICAN WELDING SOCIETY, AWS -D1.4. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 5. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS NOTED OTHERWISE. 7. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. CONCRETE . ! BE HOLLOW ! i iCONCRETE MASON r MORTARUNITS CONFORMING TO C90 GRADE N, NORMAL WEIGHT. USE OPEN END UNITS FOR ALL EXTERIOR WALLS, AND BOND BEAM UNITS AT HORIZONTAL 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 3. l ! TO REQUIREMENTS- TYPE S AND PROJEC SPECIFICATIONS. MORTAR SHALL ATTAIN A COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKA RED LABEL. 4. GROUT CONFORM ! REQUIREMENTS !R COARSE GROUT. GROUT STRENGTHSHALL ATTAIN A COMPRESSIVE OF 1!! PSI AT 28 DAYS. ADMIXTURE SHALL BE SIKA GROUT 5. ADMIXTURES SHALL BE MANUFACTURER'S r RECOMMENDATIONS. REINFORCINGi. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN MAIN / MASONRY 7. LOW -LIFT CONSTRUCTION; MAXIMUM GROUT POUR HEIGHT IS 4'-8" FEET. 8. HIGH -LIFE GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH CHAPTER(21)OF THE GOVERNING CODE. 9. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, UNLESS NOTED OTHERWISE. 10. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 11. REFER TO ARCHITECTURAL DRAWING FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 12. ASSUMED ULTIMATE COMPRESSIVE STRENGTH OF COMPLETED MASONRY WALL IS 1500 PSI U.N.O. 13. REINFORCING STEEL SHALL BE AS INDICATED ONPLAN AND/OR DETAILS. VERTICALMINIMUM LAP SPLICE SHALL BE 48 BAR DIAMETERS, TYPICAL, UNO. !. PLACED CONTINUOUS FROM FLOOR TO ROOF UNLESS SHOWN OTHERWISE ,. WRITTEN PR TO SPLICE BARS IS GIVEN BY STRUCTURAL ENGINEER. 15. ALL ISOLATED BOLTS EMBEDDED IN MASONRY GROUTED SOLIDLY IN PLACE WITH NOT LESS THAN 1" OF GROUT SURROUNDING THE BOLT CLUSTERS OF BOLTS SHALL BE GROUTED GROUT SURROUNDING EACH BOLT. MINIMUM SPACING BETWEEN BOLTS IN A CLUSTER SHALL BE 8 DIAMETERS. FjjAj q:40 z z EAIFAr� 1L9_ : 0 ki F: � r;7� � I 'kl rel 1111 W U. co a: 7.9-166 � a m SHEET N0. t� 0 co 4) JOH N A. MARTIN & ASSOCIATES Structural Engineers m 950 S. Grand Avenue ' 0 Los Angeles, Calif. 90015 co Phone (213) 483-6490 0 Qf Fax (213) 483-3084 Job# 11868-70 W w d CIL W J J Section 4216/4217 of the dig ndsrt identiNt code caion ires ® 0 nunlbel' be issued bdm a "permit to emov�ote" will be valkf. Cali (2) worldng days before 0 You f J W U. co a: 7.9-166 � a m SHEET N0. PERIODIC STRUCTURAL OBSERVATION WILL BE PROVIDED BY JOHN A. MARTIN & ASSOCIATES INC., STRUCTURAL ENGINEERS, PER SECTION 1709 OF THE CALIFORNIA BUILDING i/E AND ALL APPLICABLE AMENDMENTS,FOR THE WORKINDICATED BELOW. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS BEFORE REQUIRED OBSERVATIONS. DELINQUENT NOTIFICATION MAY REQUIRE DEMOLITION OF COVERING MATERIAL TO FACILITATE OBSERVATION. STRUCTURAL2. OBSERVATIONS PERFORMED ASSOCIATES CONSIST ON THE VISUAL OBSERVATION OF THE MAJOR ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED R r • GENERAL CONFORMANCE i THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT REQUIREMENT/RESPONSIBILITY !' THE INSPECTIONSi OF INSPECTOR Or SPECIAL • it 3. THE ENGINEER OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROV ALL CHANGES • THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL STEEL ' REVIEW CERTIFICATES REPORTS CMU REVIEWCERTIFICATE, REPORTS / MATERIAL ! / TO THE SITE MORTAR REVIEW WELDINGPROCEDURE CERTIFICATION t •WELDER X FIELD ERECTION INSPECTION X MIX DESIGN FABRICATION INSPECTION ACCESS TO THE SPECIAL INSPECTOROR . !SHOPS REVIEW 0WELDING INSPECTION•' w VERIFICATION OF 0 i mmimar.31VAT ma, • '' •' �• 1 • r '• r CORRECT Mi REINFORCING �I ' REVIEW CERTIFICATES REPORTS CMU INSPECTION MORTAR WELDINGPLACEMENT r •, CONCRETE, SHOTCRETE, CMU, GROUT & MORTAR CONCRETE MECHANICAL ANCHORS CMU GROUT MORTAR BOLTS CAST IN CONCRETE OR MASONRY X X X MIX DESIGN ACCESS TO THE SPECIAL INSPECTOROR . !SHOPS REVIEW SHALL FURNISH SAMPLES w VERIFICATION OF TESTING AGENCY AND THE . ...:...... . • ii X X X CORRECT Mi DESIGN USED DURING POUR PREPARATION OF X C X SAMPLES FOR TESTING PURPOSES CAST, PICK—UP, C C X AND COMPRESSION TEST SAMPLES SLUMP, C ENTRAINED AIR, & TEMPERATURE TEST X SHRINKAGE TEST C C C P PLACEMENT INSPECTION CURING TEMPERATURE P P AND TECHNIQUES P FORMWORK INSPECTION MISCELLANEOUS C MECHANICAL ANCHORS C ADHESIVE OR GROUTED ANCHORS AND DOWELS C BOLTS CAST IN CONCRETE OR MASONRY NOTES: INDICATES • •INSPECTION • INDICATES PERIODICINSPECTION X: INDICATES REQUIRED INSPECTION INSPECTION TESTING i 1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS SHALL BE RETAINED WN mm r r BY ! ! r r . r i • REQUIREDSECTION 1704 • r .. i i1 • ! • i L ACCESS TO THE SPECIAL INSPECTOROR . !SHOPS SHALL FURNISH SAMPLES w TESTING AGENCY AND THE . ...:...... . • ii 2. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF !- DOES • COMPLY CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE. 3. PROVIDE r•1 CONTINUOUS • PERIODICSPECIAL INSPECTION FOR ITEMS NOTED AND INSPECTION LIST 91 1 AS REQUIRED PER THE CHAPTER 17 OF THE CALIFORNIA BUILDING CODE • / ALL APPLICABLE AMENDMENTS: INSPECTIONS4. SPECIAL • REQUIRED •' DONE ON ' PREMISES OF A i;. REGISTERED i APPROVED BY THE BUILDING OR GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT TO PERFORM SUCH WORK WITHOUTINSPECTION. 5. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIL WIND OR SEISMIC FORCE RESISTING SYSTEM ELEMENT SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND TO THE OWNER'S REPRESENTATIVE, PRIOR TO THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. r• CONTRACTOR'S r,•s STATEMENT OF RESPONSIBILITY r•i SHALL CONTAIN FOLLOWING•- • A. ACKNOWLEDGEMENT OF .- OF r CONTAINED IN THE STATEMENT OF • B. ACKNOWLEDGEMENT • '• / TO OBTAIN CONFORMANCEDOCUMENTS APPROVED BY THE OFFICIAL.BUILDING C. PROCEDURES !'R EXERCISING CONTROL CONTRACTOR'S ORGANIZATION,ii AND FREQUENCY OF 'O' 1 DISTRIBUTIONOF '•' D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION. 6. NON-DESTRUCTIVE WELD TESTING: ULTRASONIC TESTING IS REQUIRED FOR ALL (100%) PARTIAL 1 PENETRATION WEL1 PERFORMED •.iHOURS OR MORE COMPLETIONOF / REMOVALAREAS AND FILLET WELDSi TO MAGNETIC PARTICLE EXAMINATION. 7. APPROVAL BY THE INSPECTOR OF MATTERS r • SPECIFICALLY , •r1 PER THE APPROVED DRAWINGS DOES NOT MEAN THE FAILURE TO COMPLY WITH THE CONSTRUCTION DOCUMENTS HAS BEEN ACCEPTED.DETAIL THAT FAILS TO CLEAR OR IS AMBIGUOUS REFERRED r.i • STRUCTURAL ., ENGINEER ,, INTERPRETATION OR CLARIFICATION. ii. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER WITHIN SEVEN DAYS OF !N WAS MADE OR TESTING WAS PERFORMED. 9. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF r! OR TESTING WHICH DOES NOT COMPLY REQUIREMENTSOF DOCUMENTS. JOHN A. MARTIN & ASSOCIATES Structural Engineers 950 S. Grand Avenue Los Angeles, Calif. 90015 Phone (213) 483-6490 Fax (213) 483-3084 Job# 11868-70 7.9-166 Section 4216/4217 of the Voglcode requires digndert klena ion number be issued before a "permit to excavate w1I be ilii. Call (2) working Sys before ® •I t — CITY OF BAKERSFIELD,R GENERAL 1 I i, 1 ST POUR 2ND POUR FOR PIPES IN THIS AREA REVISIONS PIPE THRU LOWER FOOTING SO PIPES No. DATE DESCRIPTION FOOTING WALL PASS THRU FTG WALL FOOTING 71/2" HIGH CONT KEYS AT 1511 FOOTING FINISH GRADE BOT OF ELEV 02 / PROVIDE CLEAN—OUT EXISTING UTILITY, SEE 1101111 AT ALL CELLS FOR 1 1/2CIVIL DRAWINGS FOR GROUTING LIFT SIZE & LOCATION. GREATER THAN 5 1-011 - 00 0 7� C) CONTRACTOR TO LOCATE V) h CLASS C LAP SPLICE SEE DETAIL BOTTOM OF FOOTING ELEVATION I I POUR JOINT TO AVOID SURCHARGING ON SECTION EXISTING SUBGRADE UTILITIES. EQUAL SLEEVES 2" LARGER D OF 7 / THAN OD OF PIPES SLEEVED+1=_6== NOTE: WELDED SPLICES REQ'D FOR #14 & LARGER BARS. I WHERE CONT FOOTING IS UNDER A WALL, LOCATE NOTE: FOR PIPES 3'-0" OR LESS BELOW FTG SECTION CONSTRUCTION JOINT AT 1/4 OF THE CLEAR OPENING PROVIDE SLEEVE AND CONCRETE AS SHOWN WIDTH ABOVE FROM FACE OF OPENING, OR IN MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE MIDDLE 1/3 OF THE DISTANCE BETWEEN COLUMNS. TO 90% AS APPROVED BY SOILS ENGINEER, OR USE STEPPED FOOTING BELOW PIPE. HORIZONTAL CONSTRUCTION JOINT IN MASONRY WALL 4 CONTINUOUS FOOTING CONSTRUCTION JT 3 FOOTING PARALLEL TO EXISTING UTILITY 2 EXCAVATION PERPENDICULAR TO FOOTING 1 ........... SAW—CUT (SPACED @ 15'-0" MAX EA FIN GRADE OR 2—#4 CONT DIRECTION) WITHIN 12 Y; DEEP TOOLED PAVING—SEE HOURS OF PLACING JOINT WITH Y; MAX PLANS CONCR E (ALTERNATE) EDGE RADIUS "12 ILriLrj 4MIR iL1C) FI 1 I 1AK1 I 4 TYP REINF - CONTROL JOINT (WHERE CONTINUOUS POUR IS USED) 8 IN N P. 1 12009 1 SLAB EDGE U66 JOINTS IN SLAB ON GRADE 5 0) z 0 JOHN A. MARTIN ASSOCIATES Structural Engineers 950 S. Grand Avenue 0 Los Angeles, Calif. 90015 0) Phone (213) 483-6490 Cd Fax (213) 483-3084 Job# 11868-70 SmUm 4218/4217 of the Is"mt coft mqukw a dartWmfiffedim nur=be issued bebeforea 'permit to MOOVOW W11 be vom Cd1 (2) W=Wbeforeyou 1:0 7.9-166 PU W(:)WsP File Name: Drawn: JS BAKEIRA&FIELD 8 %ILJ=AGE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA kRINIEW Job No.: 2007-100 Designer. CH TYPICAL DETAILS S003 Date: 12-19-08 Chedcod By. FHAW I REVISIONS J No. DATE DESCRIPTION ry m z MINIMUM 2'a BACK FACE �" " ® 0 EMBEDMENT OF WALL 1 / z z ¢ ® cv 4d OR ®� WHERE OCCURS �- 2y2 MIN. Z180" HOOK 2 / `-" ANCHOR g0 HOOK — -- — ---�, BOLT (AB) 1 - 6..A - NOTE. FOR D ETC SEE ACI -318 CODE GOVERNING EDITION. MAX OFFSET PEN 4 ! MASONRY PRINCIPAL REINFORCING .ter w OPEN END HORIZ LAP SPLICE `z 0° BLOCK NOTE: MINIMUM BOLT D SPACING SHALL BE 2-#5 VERT `- 12 BOLT DIAMETERS MIN WITH A MINIMUM EDGE DISTANCE OF 6 w DIAMETERS AND WITH ® BREAK SHELL FOR LO „ o FLOW OF GROUT ::::IZ A MIN OF 6 TO END _ OF WALL 00101 OMER :"am, I, MI' �a a� 6d OR 4" MIN 135' HOOKS 61 TIE OR STIRRUP NOTES: 1. ALL BENDS SHALL BE MADE COLD OPEN END BLOCK - --- 2. #14 8c #18 BARS SHALL BE BEND -TESTED AND APPROVED PRIOR TO BENDING INTERSECTION CORNER CONC MASONRY WALL INTERSECTIONS 4 BO1(D NOTE: SAWCUT BRICK OR CMU AS REQUIRED. TOP OF WALL LINTEL REINFORCING: 2-#6 FOR OPENINGS LESS THAN 5' - WHERE EXTENSION IS NOT POSSIBLE 0" PROVIDE OPEN END BLOCKS AT CMU WALLS. 2-#7 FOR OPENINGS 5'-1" TO 7'-0" EXTEND BARS AS FAR AS POSSIBLE 90' HOOK _= a as AND HOOK-TYP 2-#8 FOR PENINGS 7 -1 TO 10 -0 TYP WALL FILL W/POLYSULPHIDE SEALANT EACH SIDE, �;:.:: " SEE SPECIFICATIONS. _ REINF #2 TIES AT 8 SCHEDULE WALL zwo 2'-6"MIN NOTE: SEE SCHEDULE REINF TYPICAL FOR WALL ® REINFORCING, UNO C-4 V) LINTEL REINF +' 1 C)f Of ry `�' 90' HOOK e--% ®� �' ,JAMB, JAMB REINF _ ®U ® o U �� REINF 180° HOOK -- � .� Co �w� _ �, SINGLE AT #5 BARS #5x4'-6" TO 2-#5 d- N ?> — t TO 3t 3t TO 5t MATCH WALL REINF FLOOR LINE LINTEL AND TOP OF WALL STOP EVERY OTHER {q AT KEY JOINT} HORIZ REINF AS SHOWN KEY KOLD JOINT — - TYPICAL WALL PLAN FULL HEIGHTTA A REINF SINGLE MAT WALL THICKNESS NOTES ----- :. " ;1 NOTE: GROUT ALL CELLS SOLID. 1. PROVIDE JOINTS AT INTERVALS NOT TO EXCEED 24 FEET STANDARD HOOK WHERE MIN NOTE: EXTEND JAMB BARS EMBEDMENT NOT POSSIBLE FLR TO FLR, OR FLR TO ROOF- t EXCEPT AS NOTED.e# I as 90' HOOK 2. HORIZONTAL REINFORCING AT FLOOR ROOF LINES WHERE OPENING EXCEEDS 4 -0 2-#5 MIN IN WIDTH OTHERWISE EXTEND ELEVATION SHALL BE CONTINUOUS THROUGH JOINT. 48 DIA OR 2a -0as MIN PAST SINGLE MAT 3. CONCRETE BLOCK SHOWN - BRICK SIMILAR.FACE OF OPENING € SIMILAR..35 4 PLAN AT JAM P OR WALL END F CONTROL JOINT AT MASONRY WALLS 8 M& MASONRY WALL OPENINGS 6CONCRETE BLOCK WALL PIER �- 0 z�- 2'-0" MIN 2'-0" MIN _ _HSS BM _ HSS BM _ _ _ SEE PLAN DOWEL TO MATCH 3 " CAP A CH SLAB REINFORCING JOHN A. /8 _ OR R MARTIN _ I I as as 8c ASSOCIATES I I I 8 NON-BEARING 2'-0" MIN LAP DOWELS TO MA CH Structural Engineers 3 I I /16 I I 3/16 CMU WALL, W/ SLAB REINF ® 950 S. ieso C Calif. 90015 I I SS COL SEE PLAN I I #4 0 24 EA WAY 5 CONT UNO co Los Angeles, - {#4Q24" MIN) I+L � Phone {213) 483 6490 Cd Fax (213) 483-3084 Job# 11868-70 SLAB ON GRADE ROUGHEN TO— SEE PLAN 1/4" AMPLITUDE EXTEND DOWELS HSS BEAM HSS BEAM = . = -- - - WHERE ADJACENT SLAB OCCURS w o 2-#4 CONT DOWELS TO MATCH MASONRY WALL1 I I OR FOOTING WALL REINFORCING a as Section 4216/4217 of the NOTE: I I NOTE: BEND DWLS 1 -6 �+_ 2" CLR �� �'code '� MITER HSS BMS ALT DIRECTIONS WALL REINFORCING AT CORNERS I I 3" CLR, IF CONC WALL l'l be hieued o I HSS COL. NOT SHOWN "ern to ° wt{ be I I OR FOOTING IS POURED SEE PLAN AGAINST EARTH Coll (2) „ori, �,,� before x �. 0 fl - HSS CONNECTION DETAILS 12 11 NON-BEARING CMFOOTING 10 DFOR SLAB ON GRADE 9 7.9-166 0 File Names Drawn: JS � � � ,����► Job No.: 2007-1 Designer. CHTYPICALSHEET NO. CITYOF BAKERSFIELD, MPA:RMENT9 Date: 1-19-08 Checked By: FHAW 1 S0044 CONCENTRATED LOAD MIN WEB STIFFENER SCHEDULE FULL LENGTH FILLER JOIST SIZE & SPACING WHERE CEILING JOIST SPAN IS GREATER WEB STIFFENER END DIST SIZE :. SCHEDULE USE i • SPACING1 FRAMING FOR x25/16" (MIN) PLYFACE SUSPENDED CEILING' TIMBER -STRAND LSL DETAIL TYPICAL. GRAIN VERTICAL SwtWn tziOwe urm a.�t identffk:at'ton • SIDE OF PANEL EDGE. nmnbw be issued befam o 10. PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. SEE SPECIFIC �''°�"'ft vam 11. REVISIONS No. DATE DESCRIPTION 1 2 / NOTES: CL ci 1 3 / 1. TJI SHALL BE BY TRUS JOIST IN ACCORDANCE WITH /21/2 L65 2 /2 32L ICC EVALUATION REPORT #ESR -1153. a N 31/2" L90 " N 31/2" 42L Xx 2. CONTRACTOR, MAY USE "STANDARD STRUCTURES 2 3 ` 4 / /4�� MAX INC. JOIST" IN ACCORDANCE WITH ICC EVALUATION REPORT #PFC-5803 IN LIEU OF TJI/L65 OR TJI/L90 J WEB STIFFENER -i SNUG FIT TRUS JOIST SPECIFIED ON PLANS. JOIST DEPTHS SHALL z z ® PER SCHEDULE s W LIJ® ° REMAIN THE SAME. ALL OTHER REQUIRMENTS SUCH AS 0 99 F=— n cn = ° �' U WEB STIFFENER ° WEB STIFFENER, METAL CROSS BRIDGING, CAMBER, ETC. 7/16 OSB w w 7/16 ®SB w w � SNUG FIT ° �a "' _— PER SCHEDULE SHALL REMAIN UNCHANGED UNLESS NOTED. �' `'-' ® w -� - -N�jm ►� A. FOR TJI/LUSE MICRO—LAM MICRO—LA /' M 1/$ MIN STANDARD STRUCTURES, INC. SSI 32L JOISTS FLANGES FLANGES BEARING 2 3/4" MAX B. FOR TJI/L90, USE SECTION ELEVATION SECTION ELEVATION STANDARD STRUCTURES, INC. SSI 42L JOISTS A TI C. SSI JOIST SHALL HAVE MICRO—LAM CHORDS TJI CONFIGURATION ALTERNATE SSI CONFIGURATION WEB STIFFENER AT BOTTOM A WED STIFFENER AT CONCENTRATED B BEARING AND AT HANGER LAD AT TOP FLANGE TJI WEB STIFFENER 3 TCONFIGURATION SNUG FIT TYP SEE PLAN FOR 4x JOIST DEPTH HEADER / SIMPSON 2-5 "0 CARRIAGE HDR SEE PLAN U HANGERS EACH END. FOR TJI'S USE /8 JOIST SIZE AND BOLT 4x12 HDR W SIMPSON "W" HANGER SPACING. / PLA EACH END TYPICAL UNO TYP WEB STIFFENER BOLTS = OF FILLER ATTACH FILLER WITH 2 SNUG FIT TYP ROWS OF NAILS PER SIMPSON 'A35' TY WEB STIFFENER FILLER — SEE SIMPSON W HANGER SCHEDULE FROM EACH T &BEA END ONE SIDE DOUBLE TJI DETAIL It It 1 "x12"x15" LONG PLYWOOD W/ SIDE. FULL LENGTH FILLER FACE GRAIN VERTICAL 0 TJI/L651 BETWEEN JOISTS PER TJ( BLKG 2x12x15" LONG @ TJI/L90 SCHEDULE DBL TJI's SEE PLAN V) SECTION OPENING 2-5/8"0 CARRIAGE JOIST HANGER --/n, 4-8d TYPBOLTS SYMM ABOUT It TJI JOIST — ---Ij HDR SEE PLAN 1/8" MAXPLAN — :t-3" TYP FILLER — SEE DOUBLE JOISTS EACH 'DOUBLE TJI' DETAIL SIDE OF OPENINGOR PLYWDOOD S i7t % PLAN HILAN Y 1. TJIBLOCKING7 OPENING IN HORIZONT FETUBL TJI U LT Ik 2x CONT LEDGER, SAME DEPTH AS JOHN A. MARTIN _= CEILING JOISTS. FOR SIZE AND SPACING RAFTERS OR JOISTS 24 SEE SCHEDULE BELOW. 5 � & ASSOCIATES 1. BOUNDARY NAILING (BN) USE EDGE NAILING (EN) IF BOUNDARY •� Structural Engineers I I (I I I (95® S. Grand Avenue CLG JST SEE SCHEDULE NAILING IS NOT SPECIFIED. _ _ _ Los Angeles, Calif. 90015 2. CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING (BN) I I I ! - i (I co Phone (213) 483-6490 "� USE EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. Cd Fax (213) 483-3084 SIMPSON U HANGER TO MATCH 1 1 I I (i 2 I I Job# 11868-70 JST SIZE, TYP 3. INTERMEDIATE NAILING @ 12", SAME SIZE AS EN. i II ANCHOR BOLTS (HEXAGONAL 4. 3x4 FLAT OR "2x4 TIMBERSTRAND PLYWD EDGE BLOCKING" BY TRUS I I I (I I HEAD). FOR SIZE AND SPACING JOIST (FLAT) UNO W/ SIMPSON 'Z' CLIP @ EA END. 5. STAGGER JOINTS OF PLYWOOD. SEE SCHEDULE BELOW. 0 MASONRY ANDZOR CONCRETE WALL 6. SEE PLAN FOR PLYWOOD THICKNESS & NAILING. I II II I II 7. 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. I 1 (I 3 I I FULL LENGTH FILLER JOIST SIZE & SPACING WHERE CEILING JOIST SPAN IS GREATER THAN SHOWN IN THE -� SCHEDULE USE i • M FRAMING FOR I I i I I I I 11 11 11 1 SUSPENDED CEILING' TIMBER -STRAND LSL DETAIL TYPICAL. 4 SwtWn tziOwe urm a.�t identffk:at'ton • SIDE OF PANEL EDGE. nmnbw be issued befam o 10. PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. SEE SPECIFIC �''°�"'ft vam 11. REFER TO NAILING SCHEDULE FOR MACHINE DRIVEN NAILS. DETAILS FOR S i7t % PLAN HILAN Y 1. TJIBLOCKING7 OPENING IN HORIZONT FETUBL TJI U LT Ik 2x CONT LEDGER, SAME DEPTH AS JOHN A. MARTIN _= CEILING JOISTS. FOR SIZE AND SPACING RAFTERS OR JOISTS 24 SEE SCHEDULE BELOW. 5 � & ASSOCIATES 1. BOUNDARY NAILING (BN) USE EDGE NAILING (EN) IF BOUNDARY •� Structural Engineers I I (I I I (95® S. Grand Avenue CLG JST SEE SCHEDULE NAILING IS NOT SPECIFIED. _ _ _ Los Angeles, Calif. 90015 2. CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING (BN) I I I ! - i (I co Phone (213) 483-6490 "� USE EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. Cd Fax (213) 483-3084 SIMPSON U HANGER TO MATCH 1 1 I I (i 2 I I Job# 11868-70 JST SIZE, TYP 3. INTERMEDIATE NAILING @ 12", SAME SIZE AS EN. i II ANCHOR BOLTS (HEXAGONAL 4. 3x4 FLAT OR "2x4 TIMBERSTRAND PLYWD EDGE BLOCKING" BY TRUS I I I (I I HEAD). FOR SIZE AND SPACING JOIST (FLAT) UNO W/ SIMPSON 'Z' CLIP @ EA END. 5. STAGGER JOINTS OF PLYWOOD. SEE SCHEDULE BELOW. 0 MASONRY ANDZOR CONCRETE WALL 6. SEE PLAN FOR PLYWOOD THICKNESS & NAILING. I II II I II 7. 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. I 1 (I 3 I I JOISTCEILING 1 NOTE: JOIST SIZE & SPACING WHERE CEILING JOIST SPAN IS GREATER THAN SHOWN IN THE -� SCHEDULE USE ' HANGERS PER WOOD M FRAMING FOR I I i I I I I 11 11 11 1 SUSPENDED CEILING' DETAIL TYPICAL. 4 SwtWn tziOwe urm a.�t identffk:at'ton JOISTCEILING 1 CLEAR SPAN JOIST SIZE & SPACING BOLT SIZE & SPACING OR RAFTERS. 9. NAILS SHALL HAVE MIN 3/8" EDGE DISTANCE TO EDGE OF SHEET & SUPPORT Q 2x AND 1/2" MIN TO EDGE OF I I I i I I I I 11 11 11 1 8. PLYWOOD GRAIN SHALL BE PERPENDICULAR TO JOISTS OR RAFTERS. 9. NAILS SHALL HAVE MIN 3/8" EDGE DISTANCE TO EDGE OF SHEET & SUPPORT Q 2x AND 1/2" MIN TO EDGE OF I I I i I I I I 11 11 11 1 SHEET & SUPPORT @ 3x LARGER. STAGGER NAILS ON EA 4 SwtWn tziOwe urm a.�t identffk:at'ton SIDE OF PANEL EDGE. nmnbw be issued befam o 10. PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. SEE SPECIFIC �''°�"'ft vam 11. REFER TO NAILING SCHEDULE FOR MACHINE DRIVEN NAILS. DETAILS FOR cai t�? arikM 0 before 12. ALL RAFTERS, JOISTS, AND BEAMS WIDER THAN 2x (EXCEPT TJI) CONDITION AT � A AND NAILERS TO STEEL BEAMS SHALL RECEIVE 2 ROWS OF EN. ROOF BOUNDARY. TYPICAL CEILING JOIST DETAILS 12 AND CEILNG JOIST SCHEDULE >> PLYWOOD SHEATHING O 7.9-166 File Name: Drawn: JS BAKE �$ �i i e� SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PU1:"d.J0 WOWS oePaa�arr Job No.: 2007-100 Designer. CHTYPICAL DETAILS Date: iz—is—ae Chocked By.PFIABE 7 80CC6i COIYPLIX S005 REVISIONS No® DATE II)MCRIPTI10N 10'— 0 MAX 6 _0" MAX DBL TJI AT EA EDGE OF UNIT AND MECH EQUIPMENTAT 6'-0" MAX IN E C DUCT OPENING E C BETWEEN DBL TJI 77 --------7DBL TJI--7--- D F . . ... C*4. L ' . ""' 11 — A)N EQUIP AND X DBL TJI X . //'I F D CONNECTION PER 00 ... � ..: 0 11 1 X ", '/ ... .. I I ',"" -7777' MECH DWGS cel:'2W VARIABLE HEIGHT C14 X 00 X BN I T_ / . . /C% 14- m;4_ CURB PER MECH C) X . X NT X, 04 X" if a A cq" 04 C) C) CN.' X DBL TJI PER BN _j BEAM PER PLANJ QL C E DBL TJI @ EDGE TJ ...',.'.'DBL TJI OF UNIT SAME SIZE I PER ROOF PLAN AS ADJACENT JOISTS, 4 PLAN TYP TYP F TYP C E PLAN AT PREFAB LENGTH OF MECH EQUIP PARALLEL TO JOIST A b LENGTH OF MECH EQUIP PERPENDICULAR TO JOIST B VARIABLE HEIGHT CURB F NOTE: 4x @ PERIMETER, FIRE DETAILS NOT NOTED TREATED WHERE REQ'D, MECH UNIT SEE ARCH. CH UNIT : ME SEE SECTION @ " MAX TYP UNO 4x SHALL REST ON RF BM EQUIP AND CONNECTION Y2 AS INDICATED, CUT CRICKET I I PER MECH DWGS I AS REQUIRED U- SLEEPER BEYOND EQUIP AND CONNECTION PER Lr I T 8" MIN_ VARIES W/RF MECH DWGS SIMP 'BC' SLOPE TO PROVIDE BN VARIABLE HEIGHT P� 3/8 MAX LAG SCREW �CURB PER MECH @ 12 -------------------------- LEVEL PLATFORM. ----- - T 4" MIN ABOVE BN Al CRICKET WHERE OCCURS CRICKET WHERE OCCURS -- ---------- 1/2" THRUBOLT, 12" FROM EA END L5x5x5/16 @ EA CORNER & 481) MAX IN BETWEEN W/ 1" DEEP W/2 -1/2"O MB EA LEG /7 COUNTERSINK AT TOP. COUNTERSINK AT DBL TJI 5 DBL TJI B017 WHERE FIN IS APPLIED DIRECTLY 4x BEAM OR BLOCK /FILLER PE'� Soo TO BEAM OR BLOCK. PROVIDE SIMPSON 'BP' PL WASHER AT TOP & BOT. ATLEVEL CURB C AT LEVEL CURB D AT PREFAB VARIABLE HEIGHT CURB E _T NOTES 1. MAX. WEIGHT OF MECH. UNIT = 29001b. 3. ACTUAL DUCT OPENING MAY VARY. 3 2. NO MORE THAN ONE UNIT SHALL BE SUPPORTED BY COORDINATE WITH MECHANICAL 61 THE SAME MEMBERS. 8 TYPICAL IPMENT SUPPORT FRAMING 5 z JOHN A. MARTIN & ASSOCIATES • Structural Engineers 950 S. Grand Avenue Los Angeles, Calif. 90015 co Phone (213) 483-6490 co Cd Fax (213) 483-3084 Job# 11868-70 Section 4218/4217 of ft 11M4M -0 - rewir" G all dig dartwwwwation num be Issued begone a permit to excavate!" wil be Valid. >i Call (2) woridn YOU before iA §5 7.9-166 12 11 10 9 File Name: Drawn-, JSBAJN(&wE3:;11AFIE1..D SHEET NO. CITY OF BAKERSFIELD, CALIFU'RNIA PUBLIC WOWS PIRMEW Job No.: 2007-100 Designer. CH • TYPICAL DETAILS L Date: 12-19-08 J_Checked By. PHAW I S006 I I • i • I/ V —I V S40 C X z w Q v � WOO ra 91 m Y8 STRUCTURAL SHEATHING PER DETAIL !!! j NAILING: Soo 1 •@ !r i+ @ 1201 TYPICAL BOTH I ROOF FRAMING PLAN/CONCESSION BLDG 9$ � -1 1/8 i 91 44 ROOF FRAMING PLAN/RESTROOM BLDG 1/8 i 11 N ROOF FRAMING NOTES 1. REFER TO GENERAL NOTES & TYPICAL DETAILS ON SHEETS S001 THRU S006. 2. REFER TO MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MECH'L EQUIPMENT AND DUCT PENETRATIONS THRU ROOF AND REFER TO DETAILS 5/S006. 3. REFER TO ARCH'L. DRAWING FOR ROOF SLOPE AND OTHER INFORMATION NOT SHOWN. 4. VERIFY ALL TOP OF PLYWOOD ELEVATIONS WITH ARCH'L DRAWINGS. 5. ALL DOUBLE JOISTS SHALL BE CONSTRUCTED PER DETAIL 5/S005. 6. X INDICATES METAL CROSS BRIDGING, TYPICAL. 7. 0 INDICATES ROOF HATCH OPENING, SEE ARCH'L DWG FOR LOCATION AND REFER TO DETAIL 8/S005. 8. PLASTER CEILING FRAMING NOT SHOWN, SEE ARCHIL DWGS FOR LOCATION AND REFER TO DETAIL 11/S005, TYPICAL. 9. FOR SCREEN WALL GIRT CONNECION SEE DETAIL 12/S004. f At CITY OF BAKERSFIELD, CALIFORNIA _;Job No.: 2007-100 c REVISIONS WA ,WA+ r�i m r' aolel A • 0 7.9-166 W a m SHEET N0. • 4) JOHN A. MARTIN •� • • Engineers- Structural 0 - 950 S. Grand Avenue Los An. 90015 Co Phone00 483-6490 C. Fax (213) •;;• Job# 11868-70 1 r Y Sectlon 4218/4217 of the i ment «... mpwmlt to excavaW WE be ., . .. YOU 7.9-166 W a m SHEET N0. ,a, R1 SEE PLAN SIMP 'A35' SEE ARCH SEE PLAN ---- - -- ----REVISIONS NOTES: EA JOIST BN TOP OF PARAPET No. DATE DESCRIPTION 1. SHORE CMU SPANDREL BEAM AS PROVIDE FILLER 41 WEB STIFFENER AT EA HGR 2 ROWS OF BN REQUIRED. SHORE SHALL NOT BE BN I ./�"'�'��STD HOOK PER PER DET 3/SO05 HSS COL WHERE— REMOVED UNTIL CMU SPECIFIED AS REQ D STRENGTH IS REACHED ORA 2 SIMP "MST148" @ 48" 2—#7 CONT OCCURS SEE PLAN DET 1 /S004 TYP SEE ARCH CROSS BRIDGING MINIMUM OF 28 DAYS. TOP OF PARAPET PLYD SHTG PER PLAN ON TOP OF PLYWD P & BTM (SEE ARCH DWGS FOR L CENTERED ON WALL ��5 CONT J S40 1—#5 CONT ROOF SLOPE) r TYP FOR ITEMS NOT BN JOIST PER PLAN TJI BLKG NOTED, SEE SEE ARCH A J 'vTOP OF PLYWD 'H2.5' EA JOIST S WN STAG CONT NAILER PER DET 9/S401 SIMP 'HD2A' BOTH SIDES @ EA 4xJST N #4 @ 24's EA WAY 1—#5 CHORD BARS , i PC SIMP "HMA" BOTH SIDES PER DET 7/S401(VET2—#5CHORD SEE DET 4 FOR SIMP BAR TYP 01 2—#5 CHORD BARS PER DETAIL 7/S401 0 HD WALL(4ACH RAGE 0 0 WHERE OCCURS U SEE ARCH 4 @ 16 EA WAY MU WALL SEE (VERT L REINF ONE PC) SOFFIT TOP HUNG TJI HGR BY '7RUS JST SEE ARCH PLAN, AND FOR USE 'WPU' AT L65 OR APPROVED REINF SEE 5/SO1 2—#6 CONT OPEN'G < ) U EQUAL. USE SLOPED SEAT HANGER. F NO TYF 48 V TOP & BTM Uj DO NOT CUT TJI FLANGE LLJ V;4 ERTjL JSTS W/ 412 CONT LEDGER W/3/4"O SIMP 'HUC' HGR EA END COL BEYOND SEE is AB @ 16 SPLICE LEDGER W/ DETAIL 4 SECTION DET 12/S401 2 SECTION SIMP MST37' �FULLY NAILED 1 2x6 LSL TENSION TIE BOTH SIDES BY TRUS JST @ 48 to HSS COL. SEE PLAN MAX W/ TWO ROWS OF 16d EQ EQ (31/2)11NAILS @ 391 X SEE PLAN < WELD REINF TO SIMP "MSTA49" STRAP CMU WALL SEE PLAN, SEE ARCH DWGS FOR COL PER DET 12/S401 6 @ 48" ON TOP OF PLYWD 00 BN #4 @ 2411 EA WAY 7 ROOF SLOPE CMU WALL NOT SHOWN BN AT CENTER OF WALL —off I 1$ 0 2 FOR CLARITY BASE W_ 4 /2 X X as TYP, UNO W/2 -1/2"O AB's W/ TYPO 6" EMBED 1/4 C) 9 �v ®® C)r . . . . . . GRADE SEE ARCH EXT SLAB FIN GRADE, WHERE Soo PER ARCH OCCURS, SEE PLAN 7-7-7 17 C) C) :z 3x4 FLAT BLKG @ /6 DIA D2A" BOTH SIDES W/5/8 EA "CS" STRAP MIN I_ LII=7,. I r=,. U MATCH VERT'L CMU ANCHOR RODS @ 48" AT EA TENSION :r_L1 I ]I. Li I ]I. U WALL REINF FULL LENGTH STIFF BOTH SIDES 8 7 TIE. PROVIDE DOUBLE NUT @ SIMILAR TO DETAIL 4/S005 HD ONE EA SIDE OF EA 121-11)") SEE FDN #5 @ 12 Uj 48 VERTIL BLKG W/SIMP 1U TJI HGR PER SECTION /S401 PLAN FOR CN TRANSVERSE U) HGR EA END @ EA "CS" STRAP T7 77s j LEDGER PER SECTION 1/S4-01 SIZE ry r FOR ITEMS NOT SIMP "HD2A" BOTH SIDES @ L YCLR. 2—#5 CHORD BARS, TYP 1-091 ss -)I( I�. 5—#5 EA WAY— EA 48 BLKG NOTED, SEE 5 SQ 3—#5 CONT PROVIDE 3—#5 AT TOP OF FTG 7-po J, FOR ITEMS NOT ANCHOR RODS @ 16 11 3/4 AT BTM OF SEE PLAN &-6" PAST CMU 48 CONT LEDGER V "S40 NOTE' NOTED, SEE FTG CENTER CONT FTG WALL OPEN G, WHERE 0. �S�40 JOISTS PARALLEL TO WALL B JOISTS PERPENDICULAR TO WALL W/CMU WALL, TYP OCCURS ONLY �1 2 613 ROOF JOIST ANCHORAGE TO CMU WALL HSS COL TO CONC PAD FTG 6 EXTERIOR CMU WALL FOOTING HSS CO NOTE: S40 PER PLAN DO NOT OVERCUT HSS COL PER PLAN SOLID GROUT of TOP OF WALL PLY'D SHTG, TYP M Uj NAILER WIDTH SAME AS WALL WIDTH z 0) JOHN A.' MARTIN CLR :z 1/2 V) HERE JOIST HARGERS NAIL TO NAILER, & ASSOCIATES /v I I F— SEE ARCH DWGS CLR SIMP 'MST37' STRAP a 9 ry FOR ROOF SLOPE '/2" AT SIDE NAILER. NOMINAL •WHERE NO JOIST HGR. OCCURS Structural E AP .-1 950 S. Grand Avenue .:%4 a: < (EQUALLY SPACE & TWO ROWS OF B.N. @ W -W D 0 Los Angeles, Calif. 90015 0- . . ........... —0 < 1 00 (10 FULLY NAILED) If P CONT TOP 1/2" Phone (213) 483-6490 —CON .......... 00 ZD CONT BARS b 4F NAILER - I I M\ I _*1, I— 1 1 —70 00 Job# 11868 ,-TYP" Cd Fax (213) 483-3084 sl� TYP PER SECTION 4/S401 00 117 x RWD WHERE OCCURS - - --- ----- - . ..... . ...... . 4 .......................... ............... .................... ........................... .................. (SLOPE PLYD PER ARCH) IL. NAILER T. 76- -7 4x1 2 VERTQEF r 1. 'L BLKG EA WEB STIFFENER JOIST HGR WHERE OCCURS SIDE W/2—SIMP 1A35 -q- / , / ".. , ... . " " / I ® /* LLJ C) 7`� EA END EA SIDE 0- I - rl- r "GROUT LLJ 3/4 LOW HYDRO Uj _j 3 TYP .4 L.LJ < A. B. @ 8" MAX Section 4216/4217 of the /4 m 81 1 1 0 "T PLAN (CENTER FROM EA. END AND 9 Van caft Ir" "0 THRU BOLTS DBL TJI PER !6 2-3/4 wentmeallon 2—#5 EA END Ij -T71 t nm be issued befam a RF JSTS 16 MAX IN BETWEEN CMU WALL 2—#5x8 _0$0 -Pwmit to "cavaW WE be W/HSS COL) Or MASONRY WALLColi c2) work�q days before Vaft TJI PER PLAN (OFF CHORD BARS >i #4® 16 TYP LLj YOU 5/8"0 ANCHOR BOLT Z�N + HGR AS REQ'D AT IL 1/2 x4NV-0" W/2— (P COL EM DMENT VIEW MAX. SPACE 24 W/ 8" MIN EMBED PLAN VIEW PLAN VIEW 7.9-166 ELEVATION 12 DETAIL 11 HSS COLUMN EMBEDMENT TO CMU WALL 10 NAI LER AT TOP OF CMU WALL 9 :DA IS T FILLER (S4)0 2 =4" EA Ld Ld TA1/2 to X1 X�/ W 2 1 EMBED AB's P 1/4 F6 M B/E D File Name Drawn: JS BAKE E SHEET NO. CITY OBAKEwrml%SFIELD, CALIFORNIA PUEM.11C WOMS 1>EPj&.F1TMEPU Job No.: 2007-100 Designer. CH V1LLACV'= SECTIONS & DETAILS S401 Date: 12-19-08 Checked B)r. PHAM 1 0 N IL d Cd 0 EVIS10 N S SEE ARCH No. DATE DESCRIPTION TOP OF WALL 2-#5 CONT. CMU WALL SEE PLAN 2 (VERTIL REINF, ONE O SHOWN O PIECE AS I ) CMU WALL SEE PLAN EXTEND DOWEL THRU 3 / N CMU AT CONC SLAB 1� 9 FIN GRADE, 4 / / co CONC SLAB FIN GRADE FIN GRADE, S004 �-'` CONC SLAB SEE PLAN SEE PLAN SEE PLAN SEE PLAN GRADE SEE ARCH O SEE PLAN TI- _ r II11,�,►� III— I�-I�I,,,III,,,I�=1�I,,,,III,;,II �: III_ - _,,,ISI,,. _ a= T1 I i z L�—__ ®_ J � �1 I I=I l I I„,_III=WEI I -WEIII—I _ :: � W � a C a c i LLJ FOR ITEMS NOT (� I , , I I , , I I FOR ITEMS NOT ; (� I , ; , I (, , , I FOR ITEMS NOT — = FOR ITEMS NOT MI) I I=) -IIIIIIil ,1,_ NOTED, SAME AS NOTED, SAME AS NOTED, SAME AS NOTED, SAME AS 5/S401 5/S401 SIM 5/S401 5/S401 INT CMU WALL FTG SLABZGRADt FTGZ'GRADL' 3 INTERIOR CMU WALOW CMU WALL SECTION 2-#5 VERT'L CMU WALL REINF (ONE PC) [-*--CONT FDN FTG 4 @ 24"x5'-6" STD HOOK (MATCH CMU WALL h REINF) a p . .613 0 CMU WING WALL REINFORCING 5 ,o os� N 0 co CL JOHN A. MARTIN & ASSOCIATES •� Structural Engineers m 950 S. Grand Avenue O Los Angeles, Calif. 90015 00 Phone 213 483-6490 1 c Cf Fax (213) 483-3084 r Job# 11868-70 W d F IL �. W Q J J Section 4216/4217 of the dig equires dart identlfiion a number be lowed before aa. "permit to exoavote" will be vdld. x Call (2) wor W days before YOU did. J W 0U. 0 nom. ''nn V� w 7.9-166 ,. W s Q Re Names Drawn: JSVILLAGE SHEET NO. Job N®.: 7-1 Designer. CH BAJCEFM9E T D �L CITY OF(D.;ALIFUA6�RNIAPARIMIEPU 9 S402 Date: 12-19-08 Chocked By. REVISIONS MECHANICAL EQUIPMENT SCHEDULE No. E ES ! TN /G—V\ Roof mounted relief gravity vent, "Greenheck" # GRS-12 with curb and 12"x12" B.D.D., 3/6/09 C.O.B. M I N LAN . CORRECTIONS 1 EF Rooftop upblast belt drive exhaust fan, "Greenheck" # CUBE -098, explosion proof, 340 1 CFM @ .2" S.P., 8.8 sones, 12"x12" B.D.D., start/stop through switch provided by 16000 Electrical: l/4 H.P. @ 120v.-1 ph. Operating weight: 35 lbs. O 4 EF Rooftop upblast direct drive exhaust fan, Greenheck #CUE -1 OOA, 970 CFM @ .2S S.P., C4 Z 10 sones, 12"x12" B.D.D., start/stop with motion sensor(s) in toilet rooms per 16000. Electrical: 1/4 H.P. @ 120v.-1ph. Operating weight: 35 lbs. 01 Field verify voltage and phase prior to ordering equipment. O GRILLE SCHEDULE CE Ceiling Relief Grille "Nailor" # 6145H -HD CE -1 Ceiling Exhaust Grille "Nailor" # 6145H -HD -0 w/OBD Provide vandal -proof screws for installation of all grilles. CHANGE �y FAM/GV O 71- 4 I PROVIDE 8"x8" OPENING-- - NJ IN BLOCK FOR b"xb" r 0 _ t DUCT (TYP) o Gy "xbll 14"x14" LINED 3=X1-1. ,�X �125611 1 .-- DTR TO E.F. w/ S.D.D. �� l2 � G y ! " OPENING IN EF OR 12"x8" Dl1GT l �/ 1 -2) A13V. CEILINGS ART Gv04 OUTDOOR E ..� ` 12"x12" DTR TO E.E. w/ S.D.D. NOTE= EF --1 CONTROLLED THRu (L SY41TCH BY 16000 0 x , J 0 MAI NT. STOR �� g( . �� I Sf 1 W DOOR LOUVER (5EE `. ARCH. DOUR SGHED)EFORE - (j YUP J ..._ 1 HANGE - 1 N > 0 �RpFESSJON �22-A� o MEs 4 Fti PA TIAL MECHANICAL SITE PLAN OR. Section 42, s 417 of the — O / ` No. M265T8, �.. �� government code requires a C, SCALE: 118 —1-0 dig alert identification number be issued before a "permit to excavate" will be Exp. 0 -td call (2) working days beforeU. 0� cl rr s You dig. MECHANICAL FL PLANN co MECHANICAL DESIGN CONCEPTS, INC. SCALE: 1114"=11%0" W 5500 Ming Ave., Suite 251 Bakersfield., CA 93309 7.9-166 Tel #: (661) 397-2114 Fax #: (661) 397-2116 Job: 08138 Plotted: 3-30-09 File Name: Drawn: M. Armstrong BAKERSFIELD SPORTS VILLAGE SHEET No. CITY OF BAKEI R I l BLI RIS EPA Job No.: 2007-100 Designer: R. Banks A ICA SITE � FLOOR PLAN Date: 10-15-08 Checked By: R. Banks PHASE 1 SOCCER COMPLEX W-1 0 N I r% "' - 0 In *1KAZAZ CLEANOUT k%. PM AND GOVER NOT TO SCALE I V tol"V 1 1011 a Lot a ON KIM A" r#114.1111500jult V, m7mg lial R& 3 11; 1r1 �:40U GD.T.6. 5H" 2'OUT i_70; �_Yvi OW6. TO 13E 2 -KAY IN GA6T IRON IF 51PECA- GALL FOR GA6T RON PFIN6. 07HERHISE ME PVG-VW. CLEANOUT TO _GRAQE usilefts,7-M Wall mounted stainless steel F.V. accessible water closet w/back spud, "Acorn" # 1680 -W -1 -ADA, 17" top -of rim height, * "Zurn" hard -wired electronic actuated 1.6 WC4 GPF flush valve #ZEMS6152AV-WS I w/# P6000-HP6 hard -wired transformer (for up to 8 valves), 1.6 gallons/flush, provide trap primer accessory as indicated on plans, I" C.W., 4" S. & W., 2" V.0., WC -2 Same as WC -1 except mount at standard water closet height. (less "ADA option) Wall mounted stainless steel accessible urinal w/back spud, "Acorn" # 1707-W-1 w/ hard -wired UR electronic actuated 1.0 GPF flush valve # ZEMS6195AV-WS I w/#HW6 hard -wired transformer (for up to 8 flush valves), 3/4" C.W., 2" W., 1 Y2 Iiii V.0.11 21" W.C.O.11 * Wall hung stainless steel accessible lavatory, "Acorn" # 1953 (22" x 18"), "Pro -Flow" # PFHGD L4 offset grid drain, three hole punch for "turn" metering cold water faucet # 286100-CP4, (1) angled wall stop with supply,, 17 ga. C.P. trap/tailpiece, Y2" C.W., 2" W., 1 !/2" V.0., 2" W.C.O., mount to block wall with expansion anchors per manufacturers instructions. L2 Same as L-1 except model "Acorn" # 1951 -AB (angle braces) * FD Cast iron floor drain, "Zum # Z415" with 5" dia. bronze grate, 2" trap with primer connection, 2" W., I Y2" V.O. (2" V.O. below slab if shown) Floor mounted cast iron mop sink, "Commercial Enameling" # 871, # B-872 rim guard, # B71-3 MS (3") strainer, "Chicago" # 998 -RCF faucet with vacuum breaker, 3" trap, 3/41 C.W., 31, W., 211 V.0.9 (281f x 28" - 163 lbs.), provide 5 ft of %" rubber garden hose. HB4 Recessed round body wall -box mounted hose bibb, "Woodford" # R1375 with door, integral vacuum breaker, loose tee key handle, 3/4" C.W., (core drill 6" dia. hole) HB -2 Wall mounted bent nose brass loose tee key hose bibb, "Acorn" # 8121 with integral vacuum breaker, V C.W., HB.3 Riser mounted hose bibb, "Acorn" # 8136 with integral vacuum breaker and loose tee key handle, %11 C.W., DF Pedestal mounted hi -lo dual drinking fountain, "Haws" # 3300, 11 ga. Powder coated steel, green color, Y2" C.W., 2" W., see plan for V.O. if shown, TP Trap primer in wall access door,, "PPP" with manifold as required for multiple traps, Y2" C.W. w/ ball valve to primer, RD 3" Roof drain, "Mifab" No. R-1 100-M w/ underdeck clamp, C.I. D.S. See Architectural Drawings for typical mounting heights. PIPE MATERIAL LEGEND 501L, KN5TE 4 VENT; PVC/DINV EXP05ED VENT; 50H. 40 6ALV. RAIN WATER LEA DER5; 0.1. WATER; TYPE "Lu COPPER ("PRO-PRE55" OR 5HEAT) 6A5; 50H. 40 BLACK 5TEEL Sewer plan: Building sewer slope's to comply with Table's 7-5, 7-7 and 7-8. (2007 CPQ i*i 10 VESSIO A I/ ca M26578 W rn . ;;0 .0 LP Exp. 9-30-10 OF GA1.1� MECHANICAL DESIGN CONCEPTS, INC. 5500 Ming Ave., Suite 251 Tel #: (661) 397-2114 Job: 08138 Bakersfield, CA 93309 Fax #: (661) 397-2116 Plotted: 3-27-09 4" 5Ek4ER;5EE CIVIL DY46S FOR CONTIN. 2" G.H. - 5EE CIVIL OW75. FOR GONTIN. 2" CYSI. R15ER UP5ALL- VALVE; ENTER BLDC7. (60RE DRILL) 4 R15E EXP05FD 5UPPORTED FIER P.O.C.- 2" C7. R15ER UP 12" wl 5.0.V ENTER- ELD'&.; (CORE DRILL) 4 RISE EXP05ED 5UPPORTED PER C/P-1 4" 2 -KAY O.O.T.6. (TYP) FUTURE (5. 13Y - (5A5 UTIL. CO. wl q5b G.P.H. CAPACITY MAX. LABEL COVIR '58*W GRAVE 4 kg: if ggp law 2 111 rfl% %0 a 1 111% Z I q I ANN 0 I W-0 rf_�,,M; Fill "010 WAA11%i NOT TO SCALE n V.O. BEL. C -PAVE E j 411 PLLIG►CaEWE (TYP) q 11 PHASE 2 PHASE 1 • W ;Q I 114 MIN 1;94111_9� :4 rcl ii *- CORE Dr® HALL (TYP. 0 LAVs) YY G.K DN. T05LEEVE 4 ON TO D.F. (RUN EEL. 6RAVE) 41, F.C.O. IN 5IDEYqA4K- PER A/P-I 3/41, C.W. To HB. 2" K, 2" KC.0, 1%0 1 O. (TYP) IY4" G.W. HEADER W/ I/V TO M.S. TO EACH LAV. 0 CYSI., 3" Yq, 3" 104-6--7- 2" V.T.R. (CORE DRILL KALL FOR CYq. 6 A.C.O.) TOIL BUM. G.W. CALL 116.15 0 5 FIXT. LINITS 40 q LAVs. @ 1 0 a q 3 IW9. @ 4 = 12 1 M6. @ 3 3 I HB. 0 25 25 1 HB. 0 1 1 TOTAL 685 56 6M = 20 O.W. @ 5.4 FP Vii. VELOGITY 4 2A P6.1 LO% / 1001 REVISIONS Na DATE DESCRIPTION 3/6/09 C.O.B. PLUMBING PLAN CK. CORRECTIONS 11-2" G.W. - 5EE CIVIL DW5,S. FOR CONTIN. I--2" C.N. UP TO 12" ABY. GRADE v41 BALL VALVE: ENTER BLDG. (CORE DRILL) 4 R15E 4" 5.0q. - 5EE CIVIL mi&s. r-oR cowiN. it- Mom OW001 oweas WORIV Novo 45AK P.O.C. �411 2-YqAY C.O.T.6. PER 5/P -I A-fz-fz- (TY'-) P.O.G. 51 OUT F 3" K -5EE CIVIL DW5`5. FOR CONTIN. 0 mom 904 0 *---3" 2-PqAY C.O.T.67. T- W 0) 0. W (5 4d EXP05ED 6.1. D.51 ORE J 2" LINE 0 1�-1 I" Yq.C. 0 150# = 4156 ACCESS DOOR (BEL. BENC.,H) OFFSET INTO COFMER J M.B.H. ALLOYED FOR FUTURE JC/ '702 50. FT. RD (TYPJ _5ERVICE F"REEaPX- C-7. LINE BY UTIL. STOR. > CIO. - SEE CIVIL DY46S. FOR GONTIN. N 0 -4 a. Section 4216/4217 of the co government code requires a dig alert identification number be issued before a permit to excavate" will be J PLUMBING F LOOR PLAN valid. C G._ 0) D F_ 011. 0 Cr. 17777;7 SCALE: 1/4"in1'i-O" Call (2) working days before LL * CORE DRILL FOR HJ3.(5EE PLUMBING FIXT. 50HEDULE) you dig. co < * GORE DRILL FOR 3/4" G.W. TO H.B. 0 +1211 A.F.F. (BEL. BENCH) W 7.9-166 Im File Name: Drawn: M. Armstrong BAKERSFIELD SPORTS VILLAGE SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Designer: R. Banks PLUMBING SITE FLOOR PLAN P-1 Date: 10-15-08 Checked By. R. Banks PHASE 1 SOCCER COMPLEX 0 1 C4To" 0 N OL P.O.G. 51 OUT F 3" K -5EE CIVIL DW5`5. FOR CONTIN. 0 mom 904 0 *---3" 2-PqAY C.O.T.67. T- W 0) 0. W (5 4d EXP05ED 6.1. D.51 ORE J 2" LINE 0 1�-1 I" Yq.C. 0 150# = 4156 ACCESS DOOR (BEL. BENC.,H) OFFSET INTO COFMER J M.B.H. ALLOYED FOR FUTURE JC/ '702 50. FT. RD (TYPJ _5ERVICE F"REEaPX- C-7. LINE BY UTIL. STOR. > CIO. - SEE CIVIL DY46S. FOR GONTIN. N 0 -4 a. Section 4216/4217 of the co government code requires a dig alert identification number be issued before a permit to excavate" will be J PLUMBING F LOOR PLAN valid. C G._ 0) D F_ 011. 0 Cr. 17777;7 SCALE: 1/4"in1'i-O" Call (2) working days before LL * CORE DRILL FOR HJ3.(5EE PLUMBING FIXT. 50HEDULE) you dig. co < * GORE DRILL FOR 3/4" G.W. TO H.B. 0 +1211 A.F.F. (BEL. BENCH) W 7.9-166 Im File Name: Drawn: M. Armstrong BAKERSFIELD SPORTS VILLAGE SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: 2007-100 Designer: R. Banks PLUMBING SITE FLOOR PLAN P-1 Date: 10-15-08 Checked By. R. Banks PHASE 1 SOCCER COMPLEX 0 1 I . � I - I I MATCHLINE SEE RIGHT -- � I --- -1- i I , ! I : ; � : . : : i 1 � .11 ; ! i I I � � i - t � I \ / I ; , i i i � i I I i I i ! i i : I REVISIONS I �. III I i . III 1 I . I . I I \ I \ / � \// 1 1 i 11 I . ; i H 1 .! I' ) ) 1 .---A ! I i I I I I I \\,-. 1 No. DA TE -- I III 1111 I ,III I I III : I . \� t 111� //\ \ \ [.""j /' ! i I ( /-------, � i j ! , ; I I I I I � : Ir ! � I I i ; ! , : . ; : t ; i t : ; i : : I 1 I � i i I i � � i / / / - / / `I& I . . I I I i i i � ; i . ! ! I I I �4 III I III I IIII ...... � .... � .... . i I 1 i I I 11 . . . .............. ..... � .......... --.- .... � . .......... --- -- - - ------------- -- --------- ------ / \ \ I 1 i � ! I i : : I � i i : : ! � I � � i ! . ! : i : ; i . ! . . � I I 1 1 I I / 11 2 1 1 "* - . 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I I , � '-; I I I .. 1. , I I ':-1.1 '-� 11., I - a No. DA TE 2 3 HORIZONTAL CONTROL: CIVIL ENGINEER WILL PROVIDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STAKING PLAN. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION. 42 d 91 *40 An, landscap® architocture I urban design I planning 844 Ecus Grow *90, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626-795-2547 www.epklesign.com DESCRIPTION CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL 4!' Thick Natural Color Concrete Paving C,D /1-1.04 Natural Color Concrete Seatwall 13/1-1.04 Bicycle Rack AIL1.05 Trash Container Enclosure Per Arch Steel Cable Fence A/1-1 .05 OBench on Concrete Pad D,E/L1.05 Trash Recepticle B/L1.05 Drinking Fountain C/L1.05 Ashe Road Entry Sign AIL1.06 10 Concession Tables and Seating F,D/L1.05 SConcrete Maw Curb AIL1.04 PA Planting Area -Refer To Planting Plans 0 12.5 25 50 100 Feet 7.9-166 File Name: Drawn BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE PLANTING PLAN Date: 01-26-09 Checked By: MML PHASE I L1.O1 I File Name: Job No.: 3167 Date:* 01-26-09 Drawn: Engineer: Checked By. MML MATCHLINE - REFER ABOVE LEFT REVISIONS No. DATE 2 3 4 DESCRIP T1 ON EPTDESIGN landscape architocturo I urban design' planning 844 East Green Sired., Ste. 201 Pow&w, CA 91101 T 1626.795.2008 F 626.795.2547 www.eptdesign.com LL 0 _j HORIZONTAL CONTROL: CIVIL ENGINEER WILL PROVIDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STAKJNG PLAN. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION. M) 11"AKERSFIELD SPORTS VILLAGE PHASE I y Sqmnw -4 4tW31/09 EVbfon Date s�q03-27-4D9 \� Date OF CAO CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL 4!' Thick Natural Color Concrete Paving C,l) /1-11.04 Natural Color Concrete Seatwall BAL1.04 Bicycle Rack A/1-1.05 Trash Container Enclosure Per Arch Steel Cable Fence A/1-1.05 (K) Bench on Concrete Pad D,E1L1.05 Trash Recepticle 8/1-1.05 Drinking Fountain CA -1.05 Ashe Road Entry Sign A11-1.06 10 Concession Tables and Seating F,D/L1.05 11 Concrete Mow Curb A/1-1.04 PA Planting Area -Refer To Planting Plans iii i i 0 12.5 25 50 100 Feet 7.9-166 i AA l ENTRY SIGN ENLARGEMENT A File Name: Job No.: 3167 Date: 01-26-09 ALL SITE AMMENITIES SHALL BE FURNISHED AND INSTALLED. Drawn: Engineer: Checked By: MMS No. DA TE � �17 'S-27 3ii DESCRIPTION HORIZONTAL CONTROL: CIVIL ENGINEER WILL PROVIDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STAKJNG PLAN. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION. _"AKERSFIELD SPORTS VILLAGE PHASE I CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL landscape architoduro I urban design I planning 4" Thick Natural Color Concrete Paving C,D /1-11.04 tore 8A4 ECL%t Crew StreA, %. 201 -V 01/09 M BoaWn Me Pasadena, CA 91101 Da% T 1626.795.2008 F 1626.795.2547 OF CA� www.ept6ign.com Per Arch HORIZONTAL CONTROL: CIVIL ENGINEER WILL PROVIDE DIGITAL INFORMATION TO ASSIST IN THE DEVELOPMENT OF SURVEYORS STAKJNG PLAN. SEE HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION. _"AKERSFIELD SPORTS VILLAGE PHASE I CONSTRUCTION LEGEND ITEM DESCRIPTION DETAIL 4" Thick Natural Color Concrete Paving C,D /1-11.04 ONatural Color Concrete Seatwall 13/1-1.04 Bicycle Rack AIL1.05 Trash Container Enclosure Per Arch Steel Cable Fence A/1-11.05 Bench on Concrete Pad D,E/L1.05 Trash Recepticle 13/1-11.05 Drinking Fountain CA1-1.05 Ashe Road Entry Sign A/1_11.06 Concession Tables and Seating F,D/L1.05 11 Concrete Maw Curb A11-1.04 PA Planting Area -Refer To Planting Plans 0 2.5 5 10 20 Feet 7.9-166 LANDSCAPE PLANTING PLAN 1 . CONCRETE PAVING 2- 3/16"TOOLED RADIUS 3. %N FELT EXPANSION JOINT WITH JOINT CAP AND APPROVED SILICONE SEALANT TO MATCH CONCRETE COLOR TYP. 4. 3/1 6H WIDE SAWCUT JOINT 5. #4 REBAR WITH NO. 4 SPEED DOWEL AT 18r O.C. 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A. REFER TO CONSTRUCTION LAYOUT PLAN FOR LOCATION OF JOINTS B. CONTRACTOR SHALL SUBMIT SAMPLE OF SEALANT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION C. REFER TO STRUCTURAL REPORT FOR ALL REINFORCING SAWCUT JOINT 110101,14:4 4 MASTER CONSTRUCTION LEGEND ITEM DESCRIPTION MANUFACTURER MATERIAVMODEL COLOR FINISH NOTES DETAIL 4" Thick Natural Color Concrete Paving Concrete Natural Broom Horizontal and vertical control plans per Civil. See plan /1-1.04 for sawcut control joints and expansion joints. for ( �) - Natural Color Concrete Seatwall Pour In Place Concrete Natural Medium Sandblast See Structural specs for concrete and steel reinforcement requirements. 13/1-1.04 OCasey, Bicycle Rack Landscape Forms, contact Larry Pi -Embedded Installation Silver Pangard 11 Polyester 3 Bike Racks Per Plan. install per manufacturers A/1-1 .05 818-761-0655 Powdercoat recommendations. Trash Container Enclosure - Detail Per Architectural Plans Per Arch Steel Cable Fence Per Detail 2 Coats Primer Semi Gloss Contractor shall provide shop drawings. See detail G/1-1.05 1 Finish Coat- Black for information, Bench on Concrete Pad Landscape Forms, contact LarCasey, 818-761-0655 Larry Presido Collection, Silver PowdercoPangard 11 Polyester at Surface mount per manufacturers specifications D,EIL1.05 Trash Recepticle Landscape Forms, contact Larry Casey, 818-761-0655 Presido Collection Silver Pangard 11 Polyester Powdercoat Surface mount per manufacturers specifications 13/1-1 .05 Drinking Fountain Most Dependable Fountains 440DB-SS, With Recesses 1-113 Stainless Steel/ Surface Mount Installation. Use 1010 SS Surface 0/1-1.05 W/Lock Door And SS Surface Carrier Powdercoat Chrome Carrier For Installation. Ashe Road Entry Sign Concrete Natural i Per Detail Per Detail. Lettering and verbage to be determined AA -1 .06 by city staff. Refer to Structural plans for reinforcement10 . Concession Tables and Seating Landscape Forms, contact Larry Custom Presido Collection Silver Pangard 11 Polyester F,D/1-1.05 Casey, 818-761-0655 Cantina, Table Powdercoat 11 Concrete Mow Curb Concrete Natural Troweled A/1-1.04 10V 1'-6N 1 112" CLR. -7 7 7 Scale: 1"=I' -O" 1. FINISH GRADE 2. #4 REBAR 0 12' O.C., CONTINUOUS. 3. #4 REBAR, LOOP TIES X718" O.C. 4. CONCRETE SEAT WALL, SMOOTH TROWEL FINISH. 5. PAVING PER PLAN. 6. 90% COMPACTED SUBGRADE 7. 11" CHAMFER AT ALL CORNERS 8. 1/4" POLYPROPYLENE FOAM WITH SELF LEVELING SEALANT CAP AT ALL VERTICAL SURFACES 31/211 SN' op 6 11 7 4 11, &-0 &D RECESSED 11/28 10-11 PROVIDE EXPANSION JOINT 7 EVERY THREE SECTIONS ---------- Q d _ ` G. 4d aL1 G A 9 Z�6 .4 16 1. FINISH GRADE: BELOW FOR TURF AREAS -1Yj'BELOW F.S. FOR SHRUB AREAS 2. V RADIUS AT EDGE OF WALK. 3. NO. 3 REBAR AT 18" O.C., EACH WAY 4. CONCRETE PAVING, SEE CONSTRUCTION LEGEND FOR COLOR AND FINISH 5. SUBBASE PER GEOTECHNICAL REPORT 6. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: A. SEE CONSTRUCTION PLAN FOR SAWCUT AND EXPANSION JOINT LOCATIONS B. SUPPORT REBAR WITH CHAIRS %Wt -1 1. !I Concrete Joints Atural Color Concrete Concrete Mowcurb -8" Wide Scale: 3'=V-08 Dv, ale: 211=1 aim 11 Ll Mik- RUN File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML 1. CONCRETE MOWCURB. REBAR, CONTINUOUS & CENTERED IN MOWCURB. 3. %e RADIUS, 4. FINISH GRADE, TYP.: V BELOWFOR TURF AREAS 1 BELOW F.S. FOR SHRUB A- 90... COMPACTED SUBGRADE NOTES: A. REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH. B. PROVIDE %-- FIBER EXPANSION JOINT WITH JOINT CAP @ 29 O.C., & AT ALL CHANGES IN DIRECTION. C. PROVIDE �� DEEP SCORED CONTRACTION JOINT NTH Y41 TOOLED RADIUS @ 1 9-9'0.C. W, RSFIELD SPORTS VILLAGE PHASE I No. DATE 371 i DESCRIPTION 0 - ------ -- ------------- ---- --- . EPTDESIGN landscape architecture I urban design' planning 8," End 137rem Sire*, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795,25A7 www.epk6ign.com 7.9-166 9,10, 03-2 -09 Ir N \� Dalto OF CAt-�F�/ Plan View Scale: 3/4'=1'-d° C". 1. 6"x5' SQUARE STEEL POST (.12 THIC19 2. 14" x 24" CONCRETE FOOTING. 3. 1/4' SWAGE TO TURNBUCKLE THREADED TERMINATION BOLT 4. 1/4' STEEL CABLE SPACED 8' APART 5. 90% COMPACTED SUBGRADE 6. GALVANIZED PIN NOTES 1. ALL METAL SHALL BE GALVANIZED. 2. CONTRACTOR SHALL PROVIDE SHOP t M ♦ \ • n♦ t w ♦ i rat— s M- f tY: Scale: 1/4!'=1'-0" siii« �► fU► c e 20" DEPTH 123/411 Atm Rest M N 20' DEPTH Bench Seat w/ Embedded Support le or69' SUPPORT 681!2" SEATS 10, 10 L L R TYPICAL SEAT --� 11/4" O.D. FRAME 50 O.D. ROD PANEL Three Seat Bench i 1/T TYPICAL SPACING 221 /2' TYP SEAT WIDTH it r • �r � � 'i� ' � ,r • � If n• File Name: Job No.: 3167 Date: 01-26-09 z a W d cv co Drawn: Engineer: Checked By: MML OD N 0 /1'-101/2" Front Profile 'ter Receptacle 1. METAL PANEL. 2. 1 1/4" O.D. METAL TUBE. 3. 5/8" O.D. STEEL ROD INSERT. 4. PLASTICE GUIDE WITH 7/16" O.D. SURFACE MOUNT HOLES. 5, DOOR PANEL. 6. KEYED LATCH. 2'-2" N N { 5 Plan W1 11-911 Plan view DA TE l 4T� � DESCRIPTION EPTDESIGN landscape architecture i urban design ! planning 844 End Green Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F , 626.795.2547 www.opkiesign.com rAlp Front Profile r t 1. PEDESTAL DRINKING FOUNTAIN. SEE CONSTRUCTION LEGEND FOR MODEL, COLOR AND FINISH. 2. CONCRETE PAD TO MATCH ADJACENT PAVING 3. ANCHOR BOLT PER MANUFACTURER'S SPECIFICATIONS 4. SEWER CLEANOUT, SEE CML ENGINEER'S PLAN 5. 6" DIA ROUND AMATEK GREEN VALVE BOX 6. FINISH GRADE 7. FOOTING PER MANUFACTURER'S SPECIFICATIONS 8. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 9. WASTE UNE TO SEWER. SEE CIVIL ENGINEER'S PLANS 10. 3/4' GATE VALVE 11. SUPPLY UNE, SEE CIVIL ENGINEER'S PLANS 12, 81/2' X 7 3/4' ACCESS DOOR. ATTATCH WITH 4 STAINLESS STEEL 1/4-20 SS TORR BOLT WITH PIN. 13, 3/8' NYLON REINFORCED NYLON BAND TUBING WITH 1/2" MIP NOTES: A. FOUNTAIN SHALL COMPLY WITH ADA REQUIREMENTS. B. INSTALL "P" TRAP ON WASTE LINE AS REQUIRED PER CODE. C. SEE PLAN FOR ADJACENT HARDSCAPE LAYOUT. D. ALL DIRNKING FOUNTAINS SHALL HAVE A SHUT OFF VALVE, AS SHOWN, WHERE THE DRINKING FOUNTAIN LINE CONNECTS TO THE MAIN DISTRIBUTION LINE, PER COI STANDARDS. ,al e a np 200" � c q v Plan viewTURF L, a j n q I q 10 3/4 O.D. TYP. 7.9-166 mmhEVISIONS No. DA TE 2 / / DESCRIPTION EPTDESIGN , landatape architaaturs' urban design' planning 844 East Green Sheet, Ste. 201—� DM P , CA 91101 q 03-27-09 rF ` T 1626.795.2008 F ' 626.795.2547 of CAOFC www.eptc6ign.com 1. 8N8"x16" CMU BLOCK FACED ALL SIDES WITH 12"X12" NATURAL SANDSTONE TILE. COLOR TO BE PADRE GOLD 2. POUR IN PLACE, NATURAL CONCRETE BASE WITH 10X6" BOARD FORM FINISH @ ALL EXPOSED SURFACES. 3. 12" BRUSHED ALUMINUM LETERS AND LOGO. 2!-0" LETTERING AND VERBAGE APPROVED PER CITY. 10 4. 1/2" REVEAL FOR CRACK CONTROL 5. FINISH GRADE 1 6. LINE OF FOOTING BELOW GRADE. 7. 90% COMPACTED SUBGRADE 8. 8" DIAMETER STEEL POST W/1" X &'X 10' STAINLESS STEEL FLAT BAR SUPPORT 3'-4" 4'-off 9. SIGN LIGHT, SEE ELECTRICAL FIXTURE SCHEDULE. N 10. FUTURE VX 15' TWO SIDED SCROLLING MESSAGE 9 n n' BOARD ° ° NOTES ° A ° A. A ALL SNAP TIE HOLES TO BE QUARTER FILLED. D C\, B. ALL CAULKING AND SEALANT SHALL MATCH CONCRETE COLOR C. PROVIDE ANTI-GRAFITTI COATING Side Elevation — D. CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR APPROVAL BY ENGINEER AND LANDSCAPE ARCHITECT. E. REFER TO STRUCTURAL DRAWINGS FOR STEEL AND CONCRETE REINFORCEMENT REQUIREMENTS. REFER TO STRUCTURAL CALCULATIONS FOR CONNECTION 0 SPECIFICATIONS. I N CID O Approx. 11'-0° 211-011 _ elf 41.41 10 60 - 3'-611 V TOP OF WALL A. ....... S..................................... _......_...a .................................................... ..... o "' PER PLAN # ASHE RD n° s TOP OF WALL PER PLAN CO .............:...................................:......... /a n ° ..........°._................°...............:.......................................... ............................... ° . n. c b r- .._L. FINISH GRADE • _.-1..L.L=L_L_==LL .-� I�I PER PLAN �I::::::... ..-::.-.IIS :-::1II::::::::::! W 8 3 Front Elevation 2 6 Q 2fr 16'-8" W 12'-8" J D c D D ................... ...........................................:...........................................Q..: �. ...... ...... ......:.................... ........... ...................... _...............:...-.......................... °.......................... { 0 CL _ r Plan View 10 1 2 4 W LL Ashe Road Entry Sign �C Scale: 3/16'=l'-O' W 7.9-166 Q m T kJF All<%F,-ERS"FIELE03, CALIF(JHNA PUBLIC WORKS DEPARTMENTJob File Name: Drawn: BAKERSFIELD SPORTS VILLAGE DETAILS Ll sUmt) No.: 3167 Engineer:CONSTRUCTION, Date: 01-26-09 Checked By: MML Pi"�A I it II II 1 II .... .... . .. _- i 1 U - it II . ............ ... ..... ..... MATCHUNE SEE SHEET 1-2.02 WTCHUNE, THIS SHEET 64A39 E11 S1 211 59A38 211 SBI(i) 60A37 SB211 ( - � MATCHLINE, THIS SHEET File Name: Drawn: Job No.: 3167 Engineer: Date: 01-26-09 Checked By: MML No. DA TE 271 371 4 DESCRIP T1 ON Em P h T 0 0 U'*'h E S I G 1k\J L landscape architecture I urban design' planning 844 Eno Grow Sill Ste. 201 W01 Boatim Paxilliew, CA 91101 03-27-09 T 1626.795.2008 F 1626.795.2547 9TF or www.epkiesign.com IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET L2.12 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE •• .i E WATER LAYOUT. section 4216/4217 of ft government code requires a dig alert identification number be issued before a 'permit to a=vl will be valid. 1 -8M227 - Can (2) working days before you dig. 6"AKERSFIELD SPORTS VILLAGE PWASE I IRRIGATION LEGE-ND-- Brass Gate Valve - Line Size O Bermad liff MODEL NO. WTI7H OZZLE SIM & TWE NZi Watts Basket Strainer 97 FB CSSI-316SS -10" RainBird RB9M80105 Flow Sensor With 10' -PRS 5!-H, Q Service Saddle C •RainBird 5LRC Quick Coupler Valve 1806 -SAM -PRS 81-F,H,QV Per Potable Water Plans o-- PESB-R-PRS-D Control Valve A --rrs M1806 -SAM -PRS 11-FH,Q,V ESP -SAT Controllers. See irrigation construction notes for information. 1806 -SAM -PRS 12LFH,Q,V L MARY"w Lateral Line RainBird 1806--SAM-PRS 16-FH,Q,V Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station Na 3/41 NOTE: 1 ju THE LATERAL SIZE X RainBird 1812 -SAM -PRS X -X 11/7 IDENTICAL Tll MARKS SRALL BE X X=:ValveSize nm& --jum 1812 -SAM -PRS 81-F,H,QV MINIMUM PIPE SIZE IS T 314•. RainBird KDRZI 1812 -SAM -PRS 1Z-FH,Q,V 11812 -SAM -PRS 15'-FH,Q,V I 11L I MM INZ. I I EIT, 71 -M-401 M- m5l 010 a ff; Ta - a . ' . 1401 on 1806 'A.t O ,1812 -SAM-PRS-R13-18F 1812 -SAM -PRS -R13 -18H 1812 -SAM -PRS -R13 -18Q 1 91,731 M 0. 0 1812-SAM-PRS-Rl 7-24F LAOMM 10. -PRS-R1 7-24H 1812-SAM---- all-MM -.0E, 1812-SAM-PRS-Rl 7-24Q 8005 -PC -SS -NP -SAM -20 LIPL L -, MM 0 F-*TsTil�N 7005 -FC -SS -NP -SAM -04 -.,- M!A Il 1, ;] ♦ l � � � , � � � � � I I � , � � � � � � � � � I I ;I 0 5 10 20 40 Feet 7.9-166 L2.01 Nibco Brass Gate Valve - Line Size O Bermad 611111-400 Series Master Valve Watts Basket Strainer 97 FB CSSI-316SS -10" RainBird RB9M80105 Flow Sensor With 10' Service Saddle C RajnBIrd 5LRC Quick Coupler Valve Per Potable Water Plans RalnBird PESB-R-PRS-D Control Valve RainBird ESP -SAT Controllers. See irrigation construction notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station Na 3/41 NOTE: 1 ju THE LATERAL SIZE X GPM 1 11M BETWEEN TWO X -X 11/7 IDENTICAL Tll MARKS SRALL BE X X=:ValveSize Plant TypeSOD THE SAME. 21rz, MINIMUM PIPE SIZE IS T 314•. Il 1, ;] ♦ l � � � , � � � � � I I � , � � � � � � � � � I I ;I 0 5 10 20 40 Feet 7.9-166 L2.01 MATCHUNE SEE SHEET L2.01 MATCHILINE SEE SHEET L2.03 • File Name: Job No.: 3167 Date: 01-26-09 Engineer: Checked By: MML BAKERSFIELD SPORTS VILLAGE PHASE I �Emffplm AQ A34 61 SB A333 10 ill SB Bi lio 211 TF B2 38 1 1121, TF A3AO 2 79 211 TR B3 110 211 TF B4 110 211 TF B5 110 211 TF B6 B6 211 TF B7 57 211 TF B8 110 211 TF M Millis Millis Millis Millis 0= LEGEND rr O Bermad 6il-400 Series Master Valve 2r ;1 Basket Strainer ... 3 RainBird ®IiriW:.1806-SAM-PRS 5'-H, 0 Service Saddle Service 4 RainBird 5LRC Quick Coupler Valve 806 -SAM -PRS 8'-FH,Q,V Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve DESCRIPTION EPTDESIGNa ESP -SAT Controllers. See irrigation L construction notes for information. landseape architecture' urban design' planning Mainline Lateral Line A36 61 844 East Crew Strut, Sm. 201 01109 E*Wdn Date 211 SBPasadew.. CA 91101 T 1626.795.2008 F 1626.795.2547 Da qTF 0,F CAI - A35 63 www.epk6sign.com 20 SB IRRIGATION VALVE CALLOUT: AQ A34 61 SB A333 10 ill SB Bi lio 211 TF B2 38 1 1121, TF A3AO 2 79 211 TR B3 110 211 TF B4 110 211 TF B5 110 211 TF B6 B6 211 TF B7 57 211 TF B8 110 211 TF M Millis Millis Millis Millis 0= 0 5 10 20 40 Feet 7.9-166 LEGEND Brass Gate Valve - Line Size O Bermad 6il-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & WIRE Noun Basket Strainer ... v RainBird ®IiriW:.1806-SAM-PRS 5'-H, 0 Service Saddle Service C RainBird 5LRC Quick Coupler Valve 806 -SAM -PRS 8'-FH,Q,V Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve RainBird ESP -SAT Controllers. See irrigation construction notes for information. 1806 -SAM -PRS 12'-FH,QV Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART ,�® SM NOTE: 10 THE LATERAL SIZE X__—GPM w li f 11 812 -SAM -PRS 6-H, Q X_X 11/21 IDENTICAL TICK MARKS SHALL E X X Plant Type 1812 -SAM -PRS 8'-FH,Q,V Valve Size 21/7 MINIMUM PIPE SIZE IS 1E 31 31e, - I 1812 -SAM -PRS 1 U-FH,QV 1812 -SAM -PRS 12iii),V 1812 -SAM -PRS 16-FH,Q,V ,,,. w f M RWS-BG02 (60 GPM)- (2) Pe r Tree ■®.mn M -j Ila, 1812 -SAM -PRS -R13 -18F -SAM-PRS-R13-18H __1812-SA1vl-PRS-R13-18Q wam;w vilab-au mv��� RalnBird 1812-SAM-PRS-Rl 7-24H 1812 -SAM -PRS -R17 -24Q 0® 8005 -PC -SS -NP -SW -20 -. i .� 8005 -PC -SS -NP -SAM -20 �-.A 7005 -FC -SS -NP -SAM -04 "". M7 0 5 10 20 40 Feet 7.9-166 Nibco Brass Gate Valve - Line Size O Bermad 6il-400 Series Master Valve Watts Basket Strainer 97 FB CSSI-316SS -100 RainBird Raw Sensor With 1011 Service Saddle Service C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve RainBird ESP -SAT Controllers. See irrigation construction notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. SM NOTE: 10 THE LATERAL SIZE X__—GPM 11/41 BETWEEN TWO X_X 11/21 IDENTICAL TICK MARKS SHALL E X X Plant Type LIP SIZED TE SAME. Valve Size 21/7 MINIMUM PIPE SIZE IS 1E 31 31e, - I 0 5 10 20 40 Feet 7.9-166 m C/) rn m 0) x m Al F±V1 &I U I I I lk _=_ii1nFx$7j e am Section 4216/4217 of the government code requires a dig alert identification AIL No. DA TE �2T 3? VAIN DESCRIP T1 ON EPTDESIGN landscape architecture I urban design' planning 844 East Grow Sbve,, Ste. 201 Paxidem, CA 91101 T 1626.795.2008 f 1626.795.2547 www.eptdesign.com IRRIGATION- LEGEND Brass Gate Valve - Line Size O Bermad 611-400 Series Master Valve MODEL NO. WITH NOZZLE, SIZE & TYPE Watts Basket Strainer 97 F13 CSSI-316SS -1 U 1 Fs Q RaInBIrd RB9M80105 Flow Sensor With 100 1806 -SAM -PRS 6-H, Q Service Saddle C RainBird • RainBird 1806 -SAM -PRS 8!-FH,QV Per Potable Water Plans RalnBird PESB-R-PRS-D Control Valve 1111 M. Mama, 0 1806 -SAM -PRS 19-F,H,QV \/ '� � i� ® -' I: � iia ' '- Mainline Lateral Line 1806 -SAM -PRS 16!-F,H,QV Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART ��® 3/4" NOTE: 1 _j§ THE LATERAL SIZE x • I r �. 1812 -SAM -PRS x -x 1 IDENTICALIFICK MARKS SIHALL BE X x Plant Type 1812 -SAM -PRS &-FH,QV 17ra 0-35 1812 -SAM -PRS 1U-F,H,QV RajnBird 1812 -SAM -PRS 12!-F,H,Q,V RajnBird RWS-BG02 (.50 GPM)- (2) Per Tree RainBird SM71 *.IU IO 1812-SAM-PRS-Rl 3-18F Rajnffird RainBird ax Nar"Tiev RajnBIrd 1812 -SAM -PRS -R17 -24F RaInBird 1812 -SAM -PRS -R17 -24H 8005 -PC -SS -NP -SAM -20 8005 -PC -SS -NP -SAM -20 RainBird 7005 -PC -SS -NP -SAM -20 0 5 10 20 40 Feet number ue Issued before a winit to BECOME PART OF THE IRRIGATION WORK excavate' YAH be valid. 2 1-800-227-2= QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE Call (2) working days before you dig. WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABLE WATER LAYOUT, 3 i �� i ' � mm. �` 3' 7.9-166 mob m0i LM =0 Aim um sm sm mm ow—um om sm ME MW IM 010i mm— ma WNk ME =0 IM MATCHLINE SEE SHEET 151.04 File Name: Drawn: AM& Adq, AIVAL BA FIELD SPORTS VILLAGE 'IS C1 uF BA0K,'ERE3'F1ELwu""' CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN AV Date: 01-26-09 Checked By: MML PHASE I LZ Nibco Brass Gate Valve - Line Size O Bermad 611-400 Series Master Valve Watts Basket Strainer 97 F13 CSSI-316SS -1 U 1 Fs Q RaInBIrd RB9M80105 Flow Sensor With 100 Service Saddle C RainBird "C Quick Coupler Valve Per Potable Water Plans RalnBird PESB-R-PRS-D Control Valve AC� CC RainBlrd ESP -SAT Controllers. See Irrigation notes for information. construction Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3/4" NOTE: 1 _j§ THE LATERAL SIZE x GPM 1 IN BETWEEN TWO x -x 1 IDENTICALIFICK MARKS SIHALL BE X x Plant Type 2' SIZED THE SAME. =: 0 .1 11P 0 5 10 20 40 Feet number ue Issued before a winit to BECOME PART OF THE IRRIGATION WORK excavate' YAH be valid. 2 1-800-227-2= QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE Call (2) working days before you dig. WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABLE WATER LAYOUT, 3 i �� i ' � mm. �` 3' 7.9-166 mob m0i LM =0 Aim um sm sm mm ow—um om sm ME MW IM 010i mm— ma WNk ME =0 IM MATCHLINE SEE SHEET 151.04 File Name: Drawn: AM& Adq, AIVAL BA FIELD SPORTS VILLAGE 'IS C1 uF BA0K,'ERE3'F1ELwu""' CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN AV Date: 01-26-09 Checked By: MML PHASE I LZ MATCHUNE SEE SHEET L2.03 File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By. MML Section 4216/4217 of ft government code requires a dig alert identification number be issued before a Ni to excavate" Will be valid. 1-800-227-2600 Call (2) worWng days before you dig. NO ANN firi- A"I i 111111 !1, 111 No. DATE 2 3 4 DESCRIP TION EPTDESIGN A����F,. IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALI ED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET 19.12 FOR ADDITIONAL INFORMA11ON ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABLE WATER LAYOUT. BAKERSFIELD SPORTS VILLAGE PHASE I landscape architecture I urban design I planning 8A4 East Green Stred, Ste. 201 Pasadena, CA 91101 T 1626.795.2008, f 1626.795.2547 www.opfde*ign.com IRRIGATION LEGEND Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve MODEL NO. WITH 'NO= SIZE & TYPE Watts Basket Strainer 97 F13 CSSI-316SS -1011 >=s o RajnBlrd RB9M801 05 Flow Sensor With 10® 1806 -SAM -PRS 6-H, Q Service Saddle C RainBird • RBird 1806 -SM -PRS 6-FH,QV Per Potable Water Plans RajnBlrd PESB-R-PRS-D Control Valve I ao71 r, 0.3 rol 1806 -SAM -PRS 10!-F,H,QV ESP -SAT Controllers. See irrigation construction notes for information. Mainline Lateral Line RaJnBird Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3/4' NOTE: 11 THE LATERAL SIZE X GPM iL 1812 -SAM -PRS 6-H, Q X -X -H+--11/2, IDENTICAL11CK KsTHE ASAME X X Plant Type 1812 -SAM -PRS &-FH,QV RainBird 1812-S)W-PRS 1 0!-F,H,QV 11812 -SAM -PRS 121-F,H,QV 11812 -SAM -PRS 16-F,H,QV M10a M71 -135mp 1401 on 1806 - PA -80 !-M 1812 -SAM -PRS -R13 -18F • 1812 -SAM -PRS -R13 -18Q 1812 -SAM -PRS -R17 -24F RaJnBlrd 1812-SAM-PRS-Rl 7-24H 1812-SAM1-PRS-R17-24Q RainBird 8005 -PC -SS -NP -SAM -20 8005 -PC -SS -NP -SAM -20 RainBlrd 7006 -FC -SS -NP -SAM -04 RainBlrd 0 5 10 20 40 Feet 7.9-166 Nibco Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve 61 Watts Basket Strainer 97 F13 CSSI-316SS -1011 >=s o RajnBlrd RB9M801 05 Flow Sensor With 10® Service Saddle C RainBird 6LRC Quick Coupler Valve Per Potable Water Plans RajnBlrd PESB-R-PRS-D Control Valve a � � RalnBlrd ESP -SAT Controllers. See irrigation construction notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3/4' NOTE: 11 THE LATERAL SIZE X GPM —++-11t4° BETWEEN TWO X -X -H+--11/2, IDENTICAL11CK KsTHE ASAME X X Plant Type r SIZED B! 0 1104 0 5 10 20 40 Feet 7.9-166 .............. ---------- LM MM lymu• �*- 1, IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET 19.12 FOR ADDITIONAL INFORMAT10N ON MATERIALS, I EGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. QUICK COUPLERS SHALL BE CONNECTED TO THE POTABI F WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABI F WATER LAYOUT. Section 4216/4217 of the government code requires a dig alert Identification number be issued before a "permit to excavate` YAII be valid. 1-8W227-2600 Call (2) worldng days before you dig, 9 tvEVISIONS No. DA TE 03,"2T,09 ,2? 07'09 09 AZ\*>t>EVAX'XSW\ -A= P3? 4? DESCRIP TION EPTDESIGN landscape architecture I urban design I planning /A 844 East Green Street, Ste. 201 Pasadena, CA 91101 07/C T 1626.795.2008 F 1626.795.2547 ATF �A��FCR�www.eptde4ign.com 0 5 10 20 40 Feet 7.9-166 File Name: Drawn: CALIFORNIA BAKERSFIELD SPORTS LAGCITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT No,: 3167 Engineer: LANDSCAPE IRRIGATION PLAN Date: 07/09/09 Checked By: MML PHASE I I21N U 5 Nibco Brass Gate Valve - Line Size Bermad MODEL NO. WffH I NOZZLE SIZE & TYPE 61 Watts Basket Strainer 97 F13 CSSI-316SS -100 O RajnBlrd RB9M80105 Flow Sensor With 10" 1806 -SAM -PRS 5!-H, Q Service Saddle C RainBird 5LRC Quick Coupler Valve 1806 -SAM -PRS 9-F,H,QV Per Potable Water Plans RaInBird PESB-R-PRS-D Control Valve 11806 -SAM -PRS 19-FH,Q,V RajnBIrd �--�Wj--P-rjk --ME 1806 -SAM -PRS 1Z-FH,Q,V Mainline is, M., tom A Alk V1114114121 K, Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3WNOTE: I in THE LATERAL SIZE X -- -- 1812 -SAM -PRS 5'-H, Q 11 11/4' BETWEENTWO X—X !!1 11/2, DEN*nCALTICK MARKS SHALL BE X X-- 1812 -SAM -PRS 8'-FQV -20 SIZED THE SAME. Valve Size willoal MFA 0-109M 1812 -SAM -PRS 1U-FH,Q,V low MIN 0.19 1812 -SAM -PRS 12LFH,Q,V WWI ft M11 0-01k i 1812 -SAM -PRS 1&-FH,QV 1; M -j RWS-BG02 (,60 GPM)- (2) Per Tree E E, 10] ffe7il 1812-SAM-PRS-Ri 3-18F 1812-SAM-PRS-Rl3-18H 011. mg 1812,&A M--PRS;-R1 3-18Q Q® 1812-SAM-PRS-Rl7-24F 1812 -SAM -PRS -R1 7-24H um.urrom 1812 -SAM -PRS; -R17 -24Q 8005 -PC -SS -NP -SAM -20 7005 -FC -SS -NP -SAM -04 �&Qage&-JL Alk 0 5 10 20 40 Feet 7.9-166 File Name: Drawn: CALIFORNIA BAKERSFIELD SPORTS LAGCITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT No,: 3167 Engineer: LANDSCAPE IRRIGATION PLAN Date: 07/09/09 Checked By: MML PHASE I I21N U 5 Nibco Brass Gate Valve - Line Size Bermad 6"400 Series Master Valve 61 Watts Basket Strainer 97 F13 CSSI-316SS -100 O RajnBlrd RB9M80105 Flow Sensor With 10" Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RaInBird PESB-R-PRS-D Control Valve IEEE RajnBIrd ESP -SAT Controllers. See irrigation construction notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3WNOTE: I in THE LATERAL SIZE X -- -- GPM 11 11/4' BETWEENTWO X—X !!1 11/2, DEN*nCALTICK MARKS SHALL BE X X-- Plant Type -20 SIZED THE SAME. Valve Size 2112" MINIMUM PIPE SIZE IS 3M, 0 5 10 20 40 Feet 7.9-166 File Name: Drawn: CALIFORNIA BAKERSFIELD SPORTS LAGCITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT No,: 3167 Engineer: LANDSCAPE IRRIGATION PLAN Date: 07/09/09 Checked By: MML PHASE I I21N U 5 lion] a I N MI, I Nibco V T Bermad A ODEL NO. WITH SIZE & TYPE Bann Basket Strainer 97 FB CSSI-316SS -10" Fs RalnBird ®-. :ird Service Saddle C RainBird 5LRC Quick Coupler Valve I Mo 8.09 1806 -SAM -PRS F-FH,QV Per Potable Water Plans V O RalnBlrd PESB-R-PRS-D Control Valve RainBird 1806 -SAM -PRS 1U-F,H,QV ESP -SAT Controllers. See irrigation g1wa A Mums -.001 1806 -SAM -PRS lZ-F,H,QV Lateral Line RainBird be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3/W NOTE: 1 10 THE LATERAL SIZE X GPM WEEN 1 11/9 BETWEEN TWO \ �M X, X= Plant Type s • )ki-SAM-PRS RainBlrd RalnBird 1812 -SAM -PRS 10!-F,H,QV RainBlrd 1812 -SAM -PRS 121-FQV 1812 -SAM -PRS 151-F,H,QV RainBlrd RWS-BG02 (50 GPM)- (2) Per Tree 11111-M7. 1812-SAM-PRS-Rl 3-18F En M,, =--1 1812-SAM-PRS-Rl 3-18H ®ni:_1812-SAN 17-2417 -PRS-11fl A low RalnBird 1812 -SAM -PRS -R17 -24Q 01 0 I R, , mm 8005 -PC -SS -NP -SAM -20 wi� 8005 -PC -SS -NP -SAM -20 005 -FC -SS -NP -W-04 Rainffird A Nibco Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve 61 watts Basket Strainer 97 FB CSSI-316SS -10" Fs RalnBird RI39M80105 Row Sensor With 10" Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RalnBlrd PESB-R-PRS-D Control Valve FBI F61RainB(rdconstruction ESP -SAT Controllers. See irrigation notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3/W NOTE: 1 10 THE LATERAL SIZE X GPM WEEN 1 11/9 BETWEEN TWO X_X M I Ur DE MARKS SHALL BE X, X= Plant Type r SV_ED THE SAME. — n 4 Im ----T . . .................. ........... ................... : .............. .... . .......... . ... ....... .. ........ . ....... 1, ...................... . ... . . .... . ....................... . ............. .......... .......... ...... . ............. ................... .......... ................. Section 4216/4217 of the government code requires a dig alert Identification number be issued before a Opermit to excavate' will be valid. 1-$00-227-2600 Call (2) worift days before you dig. 'I In Fri �(&Ybdpj M 371 DESCRIP TION EPTDESIGN landscupo architectum I urban d"ign I planning 8A4 East Grew Street, Ste. 201W31/09 E;Fpk� Dft Pasadena, cA 91101 070109 T 1626.795.2008 F 1626.795.2547 �A��F�awww.opfdesign.com � �-IRRIGATION LEGEND Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & TYPE Bann Basket Strainer 97 FB CSSI-316SS -10" �� �� RajnBlrd ® • w •1806 -SAM -PRS Service Saddle C RainBird 5LRC Quick Coupler Valve 1806 -SAM -PRS 9-FH,QV Per Potable Water Plans RajnBird PESB-R-PRS-D Control Valve Ion, MM -000 1806 -SAM -PRS 101 -QV ESP -SAT Controllers. See irrigation notes for information. RainBird 18WSAM-PRS 121-F,H,QV Mainline Lateral Line Schedule 40, PVC Sleeves -size to I so'.. MM 1 812 -SAM -PRS 6-1-1, Q LATERAL LINE SIZING CHART Station No. 3/4P NOTE: i - is THE LATERAL SIZE x 1812 -SAM -PRS &-FH,QV X-XGPM Hi DENTICAL'n� MARKS SRALL BE X X Plant Type 1U-F,H,QV 11812 -SAM -PRS 12-F,H,QV Rainl3ird 1812 -SAM -PRS 16-F,H,QV _J mg --mkE,—RWS---BG02 (.50 GPM)- (2) Per Tree ..RainBird a E, N F#JTAM RainBird 1812 -SAM -PRS -R13 -18F ®•. i •� 1812 -SAM -PRS -1113-181-1 1812 -SAM -PRS -1113-180 RajnBird 1812 -SAM -PRS -1317-24F RajnBlrd 1812 -SAM -PRS -1317-241-1 MI; MM - 812-SAM-PRS-Rl 7-24Q RainBird 8005 -PC -SS -NP -SAM -20 RainBird RaJnBird 1 102 iii i i 0 5 10 20 40 Feet 7.9-166 1=4 LIMIT OF WORK 1 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE Am. CITY OF BAr'S"'1'.E0H"SF1ELu` uALIFUHNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN a E Date: 07/09/09 Checked By. MML PHASE I L29VI Nibco Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve 61 Watts Basket Strainer 97 FB CSSI-316SS -10" Fs RajnBlrd RB9M80105 Flow Sensor With 10" Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RajnBird PESB-R-PRS-D Control Valve ®®❑construction RajnBird ESP -SAT Controllers. See irrigation notes for information. 4MMON --•—®—®----.® Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3/4P NOTE: i - is THE LATERAL SIZE x 1 1 1/4s BEMEEN 1WO X-XGPM Hi DENTICAL'n� MARKS SRALL BE X X Plant Type S. THE SAME. iii i i 0 5 10 20 40 Feet 7.9-166 1=4 LIMIT OF WORK 1 File Name: Drawn: BAKERSFIELD SPORTS VILLAGE Am. CITY OF BAr'S"'1'.E0H"SF1ELu` uALIFUHNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN a E Date: 07/09/09 Checked By. MML PHASE I L29VI IRRIGATION NOTE: THE IRRIGATION DESIGN IS DAG . RAMMATIC. ALL. PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN 0 CLARIFICATION ONLY AND SHALL BE INSTALI ED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET 19. 12 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABLE WATER LAYOUT. Section 4216/4217 of the government code requites a dig alert Identification number be Issued before a "permit to w=aW will be valid. 1 -8M227 -26W Call (2) working days before you dig. • PP U01 E 9 1:4 0 0 MATCHLINE SEE SHEET 1-2.09 File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By. MML BAKERSFIELD SPORTS VILLAGE PHASE I FZ--4 1Fj&-1r*j No. DATE 4 DESCRIPTION 1 T I I EPTDESIGN /4-4-twL �Tx'�O- I landscape architecture I urban design' planning SU East Grow Strad, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 f 1626.795.2547 www.eptdesign.com IRRIGAT-1-ON LEGEND Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & TYPE Watts Basket Strainer nn@ 97 FB CSSI-316SS -10It Fs o RainBlrd RB9M80105 Flow Sensor With 10" 1806 -SAM -PRS 6-H, Q ■�� C RainBird ; it :0. w. 6-FH,QV Per Potable Water Plans RalnBird PESB-R-PRS-D Control Valve 1806 -SAM -PRS 19-F,H,QV ESP -SAT Controllers. See irrigation notes for information. construction 1806 -SAM -PRS 12-F,H,QV Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT- LATERAL LINE SIZING CHART Station No. — 314' NOTE: in THE LATERAL SIZE X GPM 1 812 -SAM -PRS 6-H, Q X -X —+H-1112" IDENTICAILTICK MARKS SHALL BE x RainBlrd 8!-FH,QV RajnBird 1812 -SAM -PRS 101-FH,QV 2 -SAM -PRS 121-F,H,QV RainBird 1812 -SAM -PRS 1 61-F,H,QV RainBird RWS-BG02 (.50 GPM)- (2) Per Tree RainBlrd RalnBird 1812-SAM-PRS-Rl3-18H Mur-ut 1812-SAM-PR3-18Q Ra]nBird 1812 -SAM -PRS -R17 -24F 1812 -SAM -PRS -R17 -24Q Q 0 ® RainBird 8005 -PC -SS -NP -SAM -20 Ra:hBird 8005 -PC -SS -NP -W-20 RalnBlrd 7005 -FC -SS -NP -SAM -04 �► ilio 20 40 Feet 7.9-166 Nibco Brass Gate Valve - Line Size Bermad 611-400 Series Master Valve Watts Basket Strainer 97 FB CSSI-316SS -10It Fs o RainBlrd RB9M80105 Flow Sensor With 10" Service Saddle , C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RalnBird PESB-R-PRS-D Control Valve RainBlrd ESP -SAT Controllers. See irrigation notes for information. construction Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT- LATERAL LINE SIZING CHART Station No. — 314' NOTE: in THE LATERAL SIZE X GPM 11/4" BETWEEN TWO X -X —+H-1112" IDENTICAILTICK MARKS SHALL BE x Plant Type 2' SIZED THE SAME. -r Ilion �► ilio 20 40 Feet 7.9-166 MATCHLINE SEE SHEET L2.08 1950 MATCHLINE SEE SHEET 12.10 PUBLIC WORKS DEPARTMENT File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate' Will be valid. I -MO -227-2600 Call (2) worldng days before you dig. 0 EM mom NO Z M ca M M M No. DATE 2 3 4 DESCRIP TION EPTDESIGN ,Q�. �`��F�. landscape architecture I urban design I planning 844 East Grow Stred, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 www.eptdesign.com IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC, ALL PIPING, VAI -VES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET L2.12 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK QUICK COUPLERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE POTABLE WATER LAYOUT. BAKERSFIELD SPORTS VILLAGE PHASE I il 1 [cm Nibco Brass Gate Valve - Line Size Bermad 60-400 Series Master Valve M ODEL No. WITH NOZZLE SIZE & 71 Watts Basket Strainer 97 FIB CSSI-316SS -1011 RaInBird BI; ml 18WSM-PRS 6-H, Q Service Saddle C RainBird 6LRC Quick Coupler Valve 1806 -SAM -PRS R -Fit fflx �.Owowjo�xo�" RalnBlrd PESB-R-PRS-D Control Valve aconstruction :0 6 S A M - P R LM OF 18 SAM -PRS 12'-F,H,QV Mainline Lateral Line RainBird Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT-. LATERAL LINE SIZING CHART Station No. — 3M NOTE: 19 THE LATERAL SIZE X 1111MUMMA 0-0k 1812 -SAM -PRS 6-H, 0 X -X --Its-1 112, IDENTMTICK MARKS SHAH BE X xT RaiinBird 10L LIM, ft M71 0.0 :1812 -SAM -PRS 101-F,H,QV - MM MM *.ME 1812 -SAM -PRS 1 51-F,H,Q,V RWS-BG02 (.50 GPM)- (2) Per Tree RainBird 1401 on 1806 - PA -80 Ii LOA 1812 -SAM -PRS -1113-18F I jak - MM I F- 1812 -SAM -PRS -1113-18H Ra1nBIrd 11412 -SAM -PRS -R13 -18Q ISO M711 1812 -SAM -PRS -R17 -24F I 'SO M. ME 0-11NO! 1812 -SAM -PRS -R17 -24H RaiinBird U Z-07MI-RIff" M RalnBird 8005 -PC -SS -NP -SAM -20 8005 -PC -SS -NP -SAM -20 O Ra:inB!rd 7005 -FC -SS -NP -SAM -04 �jRajl :ird &Tilrlma 0 5 10 20 40 Feet 7.9-166 '14 Nibco Brass Gate Valve - Line Size Bermad 60-400 Series Master Valve Watts Basket Strainer 97 FIB CSSI-316SS -1011 RaInBird RB9M801 06 Flow Sensor With 10" Service Saddle C RainBird 6LRC Quick Coupler Valve Per Potable Water Plans RalnBlrd PESB-R-PRS-D Control Valve aconstruction RaInBird ESP -SAT Controllers. See irrigation notes for information. Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT-. LATERAL LINE SIZING CHART Station No. — 3M NOTE: 19 THE LATERAL SIZE X GPM --f+-11N BETWEEN TWO X -X --Its-1 112, IDENTMTICK MARKS SHAH BE X xT Plant Type 2' SIZED THE SAME. 01/10 0 5 10 20 40 Feet 7.9-166 '14 4 MATCHLINE SEE SHEET L2.09 SBI 10 0 Omni.111110111 MEN NINE 110111111 NINE 111110111 �_. MATCHLINE SEE SHEET L2.11 File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML SEE SHEET L2.12 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, `.P. OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK QUICK COUPI ERS SHALL BE CONNECTED TO THE POTABLE WATER SUPPLY. REFER TO CIVIL SHEETS REGARDING THE T.'s'"l-A-01 E: tf/11-11-0 I .11VAll 117 BAKERSFIELD SPORTS VILLAGE PHASE I 0-- I No. DA TE '727 3 DESCRIPTION E 01'j"h T D E S I N fi Brass Gate Valve - Line Size C - landscape architecture I urban design planning 61-400 Series Master Valve 844 East Green Street, Ste. 201 re 8/31/09 Pasadena, CA 91101 (P T 1626.795.2008 F 1626-795-2547 C)P CAO' www.eptdemign.com RainBird IRRIGATION LEGEND Brass Gate Valve - Line Size Bermad 61-400 Series Master Valve L NO. WITH NOZZLE SIZE & TYPE Watts Basket Strainer 97 F13 CSSI-316SS -10 Fs RainBird RB9M80105 Flow Sensor With 1 Ou 1 806 -SAM -PRS V -H, Q ■ C RainBird 5LRC Quick Coupler Valve 19.1TSrs 6.0■.if 'R9-FH,QV Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve A] RainBird ESP -SAT Controllers. See irrigation notes for information. Low us mi RainBird 1806 -SAM -PRS 121-F,H,QV Mainline MW'1W Lateral Line 1806 -SAM -PRS 151-F,H,QV Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter Now LATERAL LINE SIZING CHART Station No. 3M N07E, 11 THE LATERAL SIZE x - mm 1 812 -SAM -PRS V-1-1, Q X -X ffl 1112" IDENTrAL TICK MARKS SHALL BE X X M -M 10M 1812 -SAM -PRS &-FH,Q,V ��iIrd RaJnBird 1812 -SAM -PRS 121-F,H,QV RWS-BG02 (.50 GPM)- (2) Per Tree ®' . d 1812 -SAM -PRS -R13 -18F '1812 -SAM PRS -R13 -18H 812-SAM-PRS-Rl 3-180 -1 1812 -SAM -PRS -R17 -24F ®RaIn i d ffi13VZ11f.A1' I IT= =Iom-M, 1812 -W -PRS -R17 -24Q 'a ®� II RainBird 7005 -FC -SS -NP -SAM -04 =111; M71 *-M A 0 5 10 20 40 Feet 7.9-166 Nibco Brass Gate Valve - Line Size Bermad 61-400 Series Master Valve Watts Basket Strainer 97 F13 CSSI-316SS -10 Fs RainBird RB9M80105 Flow Sensor With 1 Ou Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBird PESB-R-PRS-D Control Valve A] RainBird ESP -SAT Controllers. See irrigation notes for information. construction Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. 3M N07E, 11 THE LATERAL SIZE x GPM 1 1/W BETWEEN TWO X -X ffl 1112" IDENTrAL TICK MARKS SHALL BE X X Plant Type :L SIZED THE SAME. 13 1 Me — --.- 9 0 5 10 20 40 Feet 7.9-166 MATCHUNE SEE SHEEr L2.10 ... ....... .. .......... . .. . ...... ....... .......... ................ ......... . ....... - ... ... ... .. - ... ........................................................ .......... . . ....... 2 ........... ll 3 ........... 7 r, .... ..... .............. ..................... .. III . F51 ........... 4 DESCRIP TION A . . . . . . . . . . . . . . . . . EPTDES'IGINI ......... .......... I.....,.�.�.....�.............-..'�����....- CO landscape architecture I urban design I planning A • . . . ..... . ...................... ............ .................... .... . ..... .................... . . . .............. .............. . . . ............................... =1 41F----- ------ IF-- ----------------- V - ------------- --------- ------- 1OR 0 -- - ----- - - V . ....... ... .............. S M F 0 -------------- 6 INSTALL BASKET STRAINER, MAINLINE SHALL BE LOCATED 35'PARALLEL FROM MASTER VALVE AND FLOW PROPERTY LINE SENSOR PER MANUFACTURERS RECOMMENDATIONS. Pump Enclosure Enlargement Scale: NTS 36-0" X, IRRIGATION/5"TORMWAT5. R"ETENTION b"'TORAC03E 2 A 2 ff> PER LAKE PNL AANS ... ..... ........ .... . .................. W .... ... ........ . . ........................... ....... - - ---------- .......... .. . .......... - - - - ---- ------- -------_ .... ....... . ......... ...... It ------------- -------------------------------------------------- ------- ....... ------ -------- --------------------------------------------------------------------------------------- .......... .... . .. ...... ................ . ................... IL I OWN I 0=1 I IM I OWN I i MIN I MR I1=11 I SM SWIM I ME I M= IM 1 8* 1\sm I No* SM I SM i S 1MO MOMS M= MO =001 1 LIMIT OF WORK IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ENLARGEMENT - REFER TO DETAIL ABOVE e EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE L PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. Section 421614217 of the government SEE SHEET 12.12 FOR ADDITIONAL INFORMATION ON code requires a dig alert Identification MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. number be Issued before a "permit to REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE excavates will be valid. GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL 1-800-227-2600 BECOME PART OF THE IRRIGATION WORK. o" Call (2) worWng days before you dig. 8A4 East Grew Street, Ste. 2018/31/09 50moon Date Pasadena, CA 91101 03-27-09 Date T 1626.795.2008 f 1626-795-2547 ATF OF CPA,\ www.eptdesign.com IRRIGATION LEGEND Brass Gate Valve - Line Size Bermad 61-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & TYPE Watts Basket Strainer 97 FB CSSI-316SS -10° RainBird RB9M80105 Row Sensor With 1011 1806 -SAM -PRS 51-H, Q Service Saddle C • 5LRC Quick Coupler Valve RainBird V AV Per Potable Water Plans RainBirdPESB-R-PRS-D Control Valve B� a 1806 -SAM -PRS 1U-F,H,QV ESP -SAT Controllers. See irrigationQconstruction notes for information. ; M -A Mainline Lateral Line RainBird 1806 -SAM -PRS 16-FH,QV Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. — We NOTE: in THE LATERAL SIZE x GPM 1812 -SAM -PRS 51-H, Q X_X —1117 IDENTICAL TICK MARKS SHALL BE X X Plant Type 1812 -SAM -PRS 81-F,H,QV Valve Size — EE 21/7 MINIMUM PIPE SIZE IS IE 3' 3/4tl. 1812 -SAM -PRS la-FH,QV 0A M -A map smal1/ r r ® : • il 16-FH,Q,V RWS-BG02 (50 GPM)- (2) '-Tree e . • I : 1401 on 1806 - r• :s Q 0. 1812 -SAM -PQ RS -R13 -18F ® r : • 1812 -SAM -PRS -1313-181H ® r M. # 812-SAM-PRS-Rl 3-180 nurra 1812-SAM-PRS-Rl 7-24F Ion, MFAi i 812 -SAM -PRS -R17 -24H 1812-SAM-PRS-Rl 7-24Q 1 0" ?-.1 MA 8005 -PC -SS -NP -SAM -20 I "".. MA 8005 -PC -SS -NP -SAM -20 lam, 100 -Fra 0.04 17005 -PC -SS -NP -SAM -20 iii i i 0 10 20 40 80 Feet 7.9-166 File Name: Drawn: BAKERSFIELD,AKERS FIELD SPORTS VILLAGE CITYUF CALIFORNIAUAL1F0RN1A PUBLIC DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN LZ.11 I Date: 01-26-09 Checked By MML PHASE Nibco Brass Gate Valve - Line Size Bermad 61-400 Series Master Valve 61 Watts Basket Strainer 97 FB CSSI-316SS -10° RainBird RB9M80105 Row Sensor With 1011 Service Saddle C RainBird 5LRC Quick Coupler Valve Per Potable Water Plans RainBirdPESB-R-PRS-D Control Valve B� a RainBird ESP -SAT Controllers. See irrigationQconstruction notes for information. MOORE! NUNN Mainline Lateral Line Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. — We NOTE: in THE LATERAL SIZE x GPM — 11/41 BETWEEN TWO X_X —1117 IDENTICAL TICK MARKS SHALL BE X X Plant Type Lr SIZED THE SAME. Valve Size — EE 21/7 MINIMUM PIPE SIZE IS IE 3' 3/4tl. iii i i 0 10 20 40 80 Feet 7.9-166 File Name: Drawn: BAKERSFIELD,AKERS FIELD SPORTS VILLAGE CITYUF CALIFORNIAUAL1F0RN1A PUBLIC DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE IRRIGATION PLAN LZ.11 I Date: 01-26-09 Checked By MML PHASE IRRIGATION LEGEND Brass Gate Valve - Line Size i FLOW RATE IN GP Master Valve to be installed in rectangle Valve box adjacent to flow sensor, 6"-400 Series Master Valve MODEL NO. WITH NOZZLE SIZE & TYPE Oman@ R139M801 05 Row Sensor With 10 6" Pop -Up Turf Spray Head model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit. The standard Service Saddleli splice to use on the above cable is 3M DBY, RainBird 4A'LRC Quick Coupler Va J Per Potable Water Plans Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve PESB-R-PRS-D Control Valve 013 1806 -SAM -PRS &-F,H,Q,V II ESP -SAT Controllers, See irrigation from the controller to each valve box (one of the lead wires shall be conncected t* Gate Valve(S) construction notes for information. 1.2 the controller and labeled valve number Y. xx 6" Pop -Up Turf Spray Head - F., 1, lilt ft, MIA 0.11111 1806 -SAM -PRS 12!-FH,QV LALAMU W W W moon== RainBird IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. -11 3/4NOTE: 1 1$ THE LATERAL SIZE X ------ GPMBETWEEN TWO X_X TR Trees I Ur IDENTICAL TICK MAWS SHALL BE X -- RainBird 1812 -SAM -PRS 5ILH, Q Valve Size iE 21/2, MINIMUM PIPE S12E IS 1 119 1812 -SAM -PRS 8! -FH Q,V R139M80201 / RCP01 060 Mainline B VITBB-24SS/ 11139M71900/ KCPCSA-52/ KCPISOLATO RCP01 060 - C MTBE-24SS/ RB9M71900/ KCPCSA-52/ KCPISOLATOR/ RCP01 060 2" 1 p- p ru pray le 110 Controller shall be located in the maintenance room located at the soccer concession building. Controllers shall Lateral Line Losses (100) Other Losses (10%) Elevation Loss or Gain LOSS Total PRESSURE (PSI} Rairl 1812 -SAM -PRS 12�-F,H, V connection to city Maxicom System. Paige Electric model #P7072 communication wires are required between 12" Pop -Up Shrub Spray Head m®®®®® with pull boxes at no more than 200' apart. A 3' loop shall be in each box and at each change of direction.. Total Pressure Required for Irrigation System (Sub -Total Pressure + 10% PHONE CONNECTION REQUIRED: At CCU Location. 2 Phone Lines Needed. 114.7 Bubbler in Sleeve with Grate RainBlrd RWS-BG02 (,50 GPM)- (2) Per Tree The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the 5.3 irrigation contractor. Refer to electrical plans for additional information. The CCU and all controllers shall be wall lo�o Bubbler on 6pop -up spray head Rain I I SEIGNOTAIF-1111M the owners authorized representative prior to installation. PUMP 1 VT37505460 665 GPM -PH 1 120 PSI TOTAL BOOST 10 INCH RainBird 1812 -SAM -PRS -R13 -18F 12" Pop -Up Shrub Rotor Head 1 ,, 1812 -SAM -PRS -R13 -18H 460 VAC RainBird 1812 -SAM -PRS -R13 -18Q 12" Pop -Up Shrub Rotor Head MINIMUM SUCTION PRESSURE SYSTEM ELECTRICAL VOLTAGE 1812-SAM-PRS-Rl 7-24F PUMP CAPACITY (GPM NOTE 1812-SAM-PRS-Rl 7-24H 12" Pop -Up Shrub Rotor Head RainBIrd 3450 RPM PUMP MODEL NUMBER PUMP TOTAL HEAD (FEET) 1PI HORSEPOWER 1111128=10 8005 -PC -SS -NP -SAM -20 I 10L MIA 1. 7* 8005 -PC -SS -NP -SAM -20 12" Pop -Up hrub Rotor ead RaInBird 1: 7005 -FC -SS -NP -SAM -04 GATE VALVES MASTER VALVE FLOW SENSOR QUICK COUPLER RWARAWWw4w ~.-- VA"w CONTROLLERS CCU 20 14 (Domestic Only) 102 2 1 011LA Note: Contractor shall verify quantities of equipment per plan prior to start of work, DESCR1PnON Brass Gate Valve - Line Size i FLOW RATE IN GP Master Valve to be installed in rectangle Valve box adjacent to flow sensor, 6"-400 Series Master Valve See P.O.C. detail for more information. RaInBi,d R139M801 05 Row Sensor With 10 6" Pop -Up Turf Spray Head model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit. The standard Service Saddleli splice to use on the above cable is 3M DBY, RainBird 4A'LRC Quick Coupler Va J Per Potable Water Plans Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve PESB-R-PRS-D Control Valve 013 Ra]nBIrd II ESP -SAT Controllers, See irrigation from the controller to each valve box (one of the lead wires shall be conncected t* Gate Valve(S) construction notes for information. 1.2 the controller and labeled valve number Y. - 6" Pop -Up Turf Spray Head - F., 1, lilt 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline with HARCO Master Valve ductile iron fittings and THRUSTFORMS concrete thrusthlock forms (41-7401 6B Pop -Up Turf Spray Head moon== 311 IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART Station No. -11 3/4NOTE: 1 1$ THE LATERAL SIZE X ------ GPMBETWEEN TWO X_X TR Trees I Ur IDENTICAL TICK MAWS SHALL BE X -- P lant Type 4: 21 SIZED THE SAME. Valve Size iE 21/2, MINIMUM PIPE S12E IS 1 A VITBB-24SS/ 11139M71900/ KCPCSA-52/ KCPI 8010 31 3/4P. GATE VALVES MASTER VALVE FLOW SENSOR QUICK COUPLER RWARAWWw4w ~.-- VA"w CONTROLLERS CCU 20 14 (Domestic Only) 102 2 1 011LA Note: Contractor shall verify quantities of equipment per plan prior to start of work, GENERAL IRRIGATION NOTES 1. The irrigation contractor shall be responsible for familiarizing themselves with all differences in grade, location of seatwalls, location of retaining walls, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, under roadways, paving, etc. 2. The irrigation design presented in these documents is intended to be diagrammatic. All piping & valve locations, etc. are for design clarification and shall only be installed in planting areas shown within paved areas, wherever possible. Avoid any conflicts between the sprinkler system, planting and architectural features. 3, The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection shall be immediately reported in writing to the owners authorized representative. if the pressure differences are not immediately reported prior to beginning construction, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system deemed necessary by the owners representative and all costs associated with those revisions. 4, When it is apparent to the landscape contractor in the field that obstructions, grade differences, or differences in the calcul ed are imensi s eras ay h of bee onsi int ' n of t em, ' 'alio tract author' repr alive shall be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. If notification is not received prior to beginning installation, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system as deemed necessary by owners representative and all costs associated with those revisions, 5, The irrigation contractor shall be responsible for installing all control wire, mainline, and lateral line sleeving of sufficient size, under all paved areas in addition to the control wire, mainline, and lateral line sleeving shown on the drawings. male PVC pipe threads on all irrigationswingjoint and valve assemblies. 7. All pop-up style irrigation heads located in in shrub or groundcover areas shall be installed so the top of the irrigation head is 1" above finish grade. 8. All pop-up style irrigation heads to be located in turf areas shall initially be installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owners representative, the irrigation contractor shall be responsible for adjusting all turf irrigation heads so the top of the irrigation head is Y2r above finish grade. 9. The Irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent over spray onto areas not intended for irrigation. These shall include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain the optimum operating pressure for each system. 10. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller. 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owners representative & the landscape irrigation designer. 12. The irrigation contractor shall be responsible for adjusting the pressure regulator on each electric control valve so the irrigation head farthest and highest in elevation from its associated control valve functions within the operating pressure shown on the irrigation legend (not to exceed 5 PSI above the indicated operating pressure). 13. The contractor shall use Rain Bird variable arc nozzles (van) when installing irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard arc patterns (e.g., 360, 180, and 90). For example: use 8 -van where an 8 foot radius is required or a 12 van where a 12 foot radius is required. 14. The irrigation contractor shall be responsible for making field adjustments to the irrigation system by installing a quarter circle or half circle sprinkler head on each side of any vertical element (props, street lights, trees, etc.) which prevents proper coverage by interfering with the spray pattern of the irrigation head. All adjustments shall be made at no additional costs to the owner. 15, The Irrigation contractor shall install Rainbird check valves on all irrigation rotors and/or spray heads demonstrating 'low -head" drainage. A. Installation of the irrigation system shall conform to the regulations for the construction of irrigation water systems within the City Of Bakersfield and the accompanying plans and specifications. B. All reclaimed and potable water piping installed within the limits of this project shall be identified in accordance with City of Ontario regulations and the irrigation specifications. C. Reclaimed water piping shall be purple PVC manufactured for reclaimed water systems. D. Marking on the purple PVC shall Include the following: "CAUTION RECLAIMED WATER"; the nominal pipe size; PVC -1120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1785, 2241, 2672, 3139. Printing shall occur continuously on two sides of the pipe. E. All reclaimed water sprinkler box covers, control valves, isolation valves, quick couplers, and all other equipment associated with the reclaimed water irrigation system shall have identification tags stating reclaimed water is being used for irrigation. 1. Identification tags shall be @ T x 41111, weatherproof plastic and purple in color with the words: WARNING RECLAIMED WATER DO NOT DRINK' imprinted on one side, and the words: "AVISO AGUA IMPURA NO TOMAR" imprinted on the other side. All imprinting shall be permanent and black in color. Tags shall be manufactured by T. Christy Enterprises (or approved equal). 2. Each piece of equipment associated with the reclaimed water system shall be Identified by one of the following methods: (a) Identify valve box covers with a label or heat branded stamp that reads "RECLAIMED WATER DO NOT DRINK' or use a purple valve box cover with the same wording (b) Attach identification tag to control valve stem directly or with plastic tie -wrap (c) Attach identification tag to control valve solenoid wire directly or with plastic tie -wrap (d) Attach identification tag to the piece of equipment with a plastic tie -wrap F. Warning tapes shall be used on all constant pressure main line piping carrying potable water. G. Warning tapes shall be a minimum of 3 inches wide and shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warning tape for the constant pressure potable water piping shall be blue in color with the words: "CAUTION BURIED WATERLINE BELOW Imprinted in 1 inch tall (minimum), black letters. Imprinting shall be continuous and permanent. I. All constant pressure, reclaimed water mainline piping shall be installed so as to maintain 1 U -V, minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressurized mainline piping cross, the reclaimed water piping shall be Installed below the potable water piping in a class 200, purple PVC sleeve, which shall extend a minimum of 5"1 on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Conventional (white) PVC pipe may be used for sleeving material if it is wrapped with 3 inch wide purple warning tape which reads: "CAUTION RECLAIMED WATER. J. All new common areas where reclaimed water is being used and are accessible to the general public shall be posted with conspicuous signs that include the following wording in letters no less than 4 inches high, nor less than 8 inches wide: "RECLAIMED WATER DO NOT DRINK'. Each sign shall also display an internationally recognized symbol conveying the same warning. K Adjust Spray Heads to eliminate over spray across adjacent property lines and/or onto areas which are not to be irrigated. For example; pool decks, private patios, streets, sidewalks, driveways, etc. All irrigation equipment shall have proper 'reclaimed water identification. Including but not limited to: Purple: Pipe Spray head covers Rotor head covers valve box covers File Name: Job No.: 3167 Date: 01-26-0t Drawn: Engineer: Checked By: MML IRRIGATION CONSTRUCTION NOTES DESCR1PnON The landscape contractor shall purchase and install the irrigation booster pump as shown on the irrigation plans. i FLOW RATE IN GP Master Valve to be installed in rectangle Valve box adjacent to flow sensor, 00 See P.O.C. detail for more information. LOSS (PSO , 6" Pop -Up Turf Spray Head model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit. The standard POC splice to use on the above cable is 3M DBY, NOTE With lockable top. Connected to potable water supply. Refer to potable 6" Pop -Up Turf Spray Head ammamm Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve and union. Tag as reclaimed. Size per plan. All valve control wires to be 14 gauge. Contractor shall run 2 valve control wires 6N Pop -Up Turf Spray Head from the controller to each valve box (one of the lead wires shall be conncected t* Gate Valve(S) the controler and labeled 'valve number". The second wire shall be stubbed into 1.2 the controller and labeled valve number Y. - 6" Pop -Up Turf Spray Head - 1/2'1-311 =Class 315 pvc, Bury 30" deep. Color shall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline with HARCO Master Valve ductile iron fittings and THRUSTFORMS concrete thrusthlock forms (41-7401 6B Pop -Up Turf Spray Head moon== 311 Purple Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 1 Z' deep. i 450 Size to be two times the pipe diameter or wire bundle (Schedule 40) Linear 12" Pop -Up Shrub Spray Head Mainline TF Turf IRRIGATION NOTE SB Shrub Ground cover 11.7 TR Trees TYPE:— ESP -SAT Ma)dcom2 PT Pots 12" Pop -Up Shrub Spray Head DP Dip CONTROLLER IDENTIFICATION CONTROLLER PART NUMBER A VITBB-24SS/ 11139M71900/ KCPCSA-52/ KCPI 8010 R139M80201 / RCP01 060 Mainline B VITBB-24SS/ 11139M71900/ KCPCSA-52/ KCPISOLATO RCP01 060 - C MTBE-24SS/ RB9M71900/ KCPCSA-52/ KCPISOLATOR/ RCP01 060 2" 1 p- p ru pray le 110 Controller shall be located in the maintenance room located at the soccer concession building. Controllers shall Lateral Line Losses (100) Other Losses (10%) Elevation Loss or Gain LOSS Total PRESSURE (PSI} be wall mounted at the direction of the landscape architect. 2 phonelines are required at the controller location foi Pressure Required to Operate Irrigation Head connection to city Maxicom System. Paige Electric model #P7072 communication wires are required between 12" Pop -Up Shrub Spray Head m®®®®® with pull boxes at no more than 200' apart. A 3' loop shall be in each box and at each change of direction.. Total Pressure Required for Irrigation System (Sub -Total Pressure + 10% PHONE CONNECTION REQUIRED: At CCU Location. 2 Phone Lines Needed. 114.7 Bubbler in Sleeve with Grate Install ow sensor cable in a 1 1i2r U.L. PVC SCH. 40 gray conduit. Residual Pressure (Subtract Total Pressure from Static Pressure) The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the 5.3 irrigation contractor. Refer to electrical plans for additional information. The CCU and all controllers shall be wall lo�o Bubbler on 6pop -up spray head mounted inside concession building. Final location of the irrigation controller assembly shall be approved by the owners authorized representative prior to installation. PUMP 1 VT37505460 665 GPM -PH 1 120 PSI TOTAL BOOST 10 INCH SYSTEM MODEL NUMBER SYSTEM DESIGN FLOW RATE 12" Pop -Up Shrub Rotor Head SYSTEM PIPING SIZE 0 PSI 460 VAC 3 PHASE 60HZ 750 GPM 12" Pop -Up Shrub Rotor Head MINIMUM SUCTION PRESSURE SYSTEM ELECTRICAL VOLTAGE SYSTEM ELECTRICAL MASE AND FREQUENCY PUMP CAPACITY (GPM NOTE VT37505460 12" Pop -Up Shrub Rotor Head 75 HIP 3450 RPM PUMP MODEL NUMBER PUMP TOTAL HEAD (FEET) 1PI HORSEPOWER 1 12" Pop -Up Shrub Rotor Head moo= 12" Pop -Up hrub Rotor ead 12" Pop -Up Shrub Rotor Head 5' Pop -Up Turf Rotor Head 50 Pop -Up Turf Rotor Head 5" Pop -Up Turf Rotor Head GENERAL IRRIGATION NOTES 1. The irrigation contractor shall be responsible for familiarizing themselves with all differences in grade, location of seatwalls, location of retaining walls, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, under roadways, paving, etc. 2. The irrigation design presented in these documents is intended to be diagrammatic. All piping & valve locations, etc. are for design clarification and shall only be installed in planting areas shown within paved areas, wherever possible. Avoid any conflicts between the sprinkler system, planting and architectural features. 3, The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection shall be immediately reported in writing to the owners authorized representative. if the pressure differences are not immediately reported prior to beginning construction, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system deemed necessary by the owners representative and all costs associated with those revisions. 4, When it is apparent to the landscape contractor in the field that obstructions, grade differences, or differences in the calcul ed are imensi s eras ay h of bee onsi int ' n of t em, ' 'alio tract author' repr alive shall be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. If notification is not received prior to beginning installation, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system as deemed necessary by owners representative and all costs associated with those revisions, 5, The irrigation contractor shall be responsible for installing all control wire, mainline, and lateral line sleeving of sufficient size, under all paved areas in addition to the control wire, mainline, and lateral line sleeving shown on the drawings. male PVC pipe threads on all irrigationswingjoint and valve assemblies. 7. All pop-up style irrigation heads located in in shrub or groundcover areas shall be installed so the top of the irrigation head is 1" above finish grade. 8. All pop-up style irrigation heads to be located in turf areas shall initially be installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owners representative, the irrigation contractor shall be responsible for adjusting all turf irrigation heads so the top of the irrigation head is Y2r above finish grade. 9. The Irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent over spray onto areas not intended for irrigation. These shall include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain the optimum operating pressure for each system. 10. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller. 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owners representative & the landscape irrigation designer. 12. The irrigation contractor shall be responsible for adjusting the pressure regulator on each electric control valve so the irrigation head farthest and highest in elevation from its associated control valve functions within the operating pressure shown on the irrigation legend (not to exceed 5 PSI above the indicated operating pressure). 13. The contractor shall use Rain Bird variable arc nozzles (van) when installing irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard arc patterns (e.g., 360, 180, and 90). For example: use 8 -van where an 8 foot radius is required or a 12 van where a 12 foot radius is required. 14. The irrigation contractor shall be responsible for making field adjustments to the irrigation system by installing a quarter circle or half circle sprinkler head on each side of any vertical element (props, street lights, trees, etc.) which prevents proper coverage by interfering with the spray pattern of the irrigation head. All adjustments shall be made at no additional costs to the owner. 15, The Irrigation contractor shall install Rainbird check valves on all irrigation rotors and/or spray heads demonstrating 'low -head" drainage. A. Installation of the irrigation system shall conform to the regulations for the construction of irrigation water systems within the City Of Bakersfield and the accompanying plans and specifications. B. All reclaimed and potable water piping installed within the limits of this project shall be identified in accordance with City of Ontario regulations and the irrigation specifications. C. Reclaimed water piping shall be purple PVC manufactured for reclaimed water systems. D. Marking on the purple PVC shall Include the following: "CAUTION RECLAIMED WATER"; the nominal pipe size; PVC -1120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1785, 2241, 2672, 3139. Printing shall occur continuously on two sides of the pipe. E. All reclaimed water sprinkler box covers, control valves, isolation valves, quick couplers, and all other equipment associated with the reclaimed water irrigation system shall have identification tags stating reclaimed water is being used for irrigation. 1. Identification tags shall be @ T x 41111, weatherproof plastic and purple in color with the words: WARNING RECLAIMED WATER DO NOT DRINK' imprinted on one side, and the words: "AVISO AGUA IMPURA NO TOMAR" imprinted on the other side. All imprinting shall be permanent and black in color. Tags shall be manufactured by T. Christy Enterprises (or approved equal). 2. Each piece of equipment associated with the reclaimed water system shall be Identified by one of the following methods: (a) Identify valve box covers with a label or heat branded stamp that reads "RECLAIMED WATER DO NOT DRINK' or use a purple valve box cover with the same wording (b) Attach identification tag to control valve stem directly or with plastic tie -wrap (c) Attach identification tag to control valve solenoid wire directly or with plastic tie -wrap (d) Attach identification tag to the piece of equipment with a plastic tie -wrap F. Warning tapes shall be used on all constant pressure main line piping carrying potable water. G. Warning tapes shall be a minimum of 3 inches wide and shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warning tape for the constant pressure potable water piping shall be blue in color with the words: "CAUTION BURIED WATERLINE BELOW Imprinted in 1 inch tall (minimum), black letters. Imprinting shall be continuous and permanent. I. All constant pressure, reclaimed water mainline piping shall be installed so as to maintain 1 U -V, minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressurized mainline piping cross, the reclaimed water piping shall be Installed below the potable water piping in a class 200, purple PVC sleeve, which shall extend a minimum of 5"1 on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Conventional (white) PVC pipe may be used for sleeving material if it is wrapped with 3 inch wide purple warning tape which reads: "CAUTION RECLAIMED WATER. J. All new common areas where reclaimed water is being used and are accessible to the general public shall be posted with conspicuous signs that include the following wording in letters no less than 4 inches high, nor less than 8 inches wide: "RECLAIMED WATER DO NOT DRINK'. Each sign shall also display an internationally recognized symbol conveying the same warning. K Adjust Spray Heads to eliminate over spray across adjacent property lines and/or onto areas which are not to be irrigated. For example; pool decks, private patios, streets, sidewalks, driveways, etc. All irrigation equipment shall have proper 'reclaimed water identification. Including but not limited to: Purple: Pipe Spray head covers Rotor head covers valve box covers File Name: Job No.: 3167 Date: 01-26-0t Drawn: Engineer: Checked By: MML IRRIGATION CONSTRUCTION NOTES Project Name and/or Tract#: ............................ Bakersfield Sports Village Date and Source of Information:........- .............. 01/07/09 Name of Contact Person and Phone Number: City of Bakersfield Hydraulic Grade Level: ............ .................. - FT Highest Head Elevation on the System: ............ - FT Basis for Calculations :......................................... Longest R un, Rotor Remote Control Valve#: 131 Size of Remote Control Valve:... ..... .............. 211 Demand at Remote Control Valve: ......... 110 GPM The landscape contractor shall purchase and install the irrigation booster pump as shown on the irrigation plans. QUANTRY Master Valve to be installed in rectangle Valve box adjacent to flow sensor, DESCRIPTION See P.O.C. detail for more information. LOSS (PSO ..Pr.C. detail for sizing. All flow sensor wire shall be Rainbird flow sensor wire model #9516-2SP installed inside 1 -1/411 PVC Sch 40 conduit. The standard POC splice to use on the above cable is 3M DBY, NOTE With lockable top. Connected to potable water supply. Refer to potable water -plans. Control Valve with pressure regulation. Provide each valve with a sch 80 ball valve and union. Tag as reclaimed. Size per plan. All valve control wires to be 14 gauge. Contractor shall run 2 valve control wires 4 from the controller to each valve box (one of the lead wires shall be conncected t* Gate Valve(S) the controler and labeled 'valve number". The second wire shall be stubbed into 1.2 the controller and labeled valve number Y. - ,1'-2" Schedule 40 pvc, Bury 24" deep. Color shall be puple. - 1/2'1-311 =Class 315 pvc, Bury 30" deep. Color shall be purple. 1 4' and larger use Class 200 PVC Bell and Gasket pressure mainline with HARCO Master Valve ductile iron fittings and THRUSTFORMS concrete thrusthlock forms (41-7401 4 and -6" -TF -6021)- Bury -36" deep. Color shall be purple'and/or labeled as reclaimed. 311 Purple Schedule 40 PVC, size per plan. minimum size to 3/4". Bury 1 Z' deep. i 450 Size to be two times the pipe diameter or wire bundle (Schedule 40) Linear Plant Type: IRRIGATION NOTE CALLOUT: Mainline TF Turf IRRIGATION NOTE SB Shrub Ground cover 11.7 TR Trees TYPE:— ESP -SAT Ma)dcom2 PT Pots . . ................ ASSEMBLED BY: Kern Turf Supply Inc. Contact Dennis Banducci 661-664-5200 DP Dip GENERAL IRRIGATION NOTES 1. The irrigation contractor shall be responsible for familiarizing themselves with all differences in grade, location of seatwalls, location of retaining walls, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, under roadways, paving, etc. 2. The irrigation design presented in these documents is intended to be diagrammatic. All piping & valve locations, etc. are for design clarification and shall only be installed in planting areas shown within paved areas, wherever possible. Avoid any conflicts between the sprinkler system, planting and architectural features. 3, The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigation drawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection shall be immediately reported in writing to the owners authorized representative. if the pressure differences are not immediately reported prior to beginning construction, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system deemed necessary by the owners representative and all costs associated with those revisions. 4, When it is apparent to the landscape contractor in the field that obstructions, grade differences, or differences in the calcul ed are imensi s eras ay h of bee onsi int ' n of t em, ' 'alio tract author' repr alive shall be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. If notification is not received prior to beginning installation, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system as deemed necessary by owners representative and all costs associated with those revisions, 5, The irrigation contractor shall be responsible for installing all control wire, mainline, and lateral line sleeving of sufficient size, under all paved areas in addition to the control wire, mainline, and lateral line sleeving shown on the drawings. male PVC pipe threads on all irrigationswingjoint and valve assemblies. 7. All pop-up style irrigation heads located in in shrub or groundcover areas shall be installed so the top of the irrigation head is 1" above finish grade. 8. All pop-up style irrigation heads to be located in turf areas shall initially be installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owners representative, the irrigation contractor shall be responsible for adjusting all turf irrigation heads so the top of the irrigation head is Y2r above finish grade. 9. The Irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent over spray onto areas not intended for irrigation. These shall include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain the optimum operating pressure for each system. 10. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller. 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owners representative & the landscape irrigation designer. 12. The irrigation contractor shall be responsible for adjusting the pressure regulator on each electric control valve so the irrigation head farthest and highest in elevation from its associated control valve functions within the operating pressure shown on the irrigation legend (not to exceed 5 PSI above the indicated operating pressure). 13. The contractor shall use Rain Bird variable arc nozzles (van) when installing irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard arc patterns (e.g., 360, 180, and 90). For example: use 8 -van where an 8 foot radius is required or a 12 van where a 12 foot radius is required. 14. The irrigation contractor shall be responsible for making field adjustments to the irrigation system by installing a quarter circle or half circle sprinkler head on each side of any vertical element (props, street lights, trees, etc.) which prevents proper coverage by interfering with the spray pattern of the irrigation head. All adjustments shall be made at no additional costs to the owner. 15, The Irrigation contractor shall install Rainbird check valves on all irrigation rotors and/or spray heads demonstrating 'low -head" drainage. A. Installation of the irrigation system shall conform to the regulations for the construction of irrigation water systems within the City Of Bakersfield and the accompanying plans and specifications. B. All reclaimed and potable water piping installed within the limits of this project shall be identified in accordance with City of Ontario regulations and the irrigation specifications. C. Reclaimed water piping shall be purple PVC manufactured for reclaimed water systems. D. Marking on the purple PVC shall Include the following: "CAUTION RECLAIMED WATER"; the nominal pipe size; PVC -1120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1785, 2241, 2672, 3139. Printing shall occur continuously on two sides of the pipe. E. All reclaimed water sprinkler box covers, control valves, isolation valves, quick couplers, and all other equipment associated with the reclaimed water irrigation system shall have identification tags stating reclaimed water is being used for irrigation. 1. Identification tags shall be @ T x 41111, weatherproof plastic and purple in color with the words: WARNING RECLAIMED WATER DO NOT DRINK' imprinted on one side, and the words: "AVISO AGUA IMPURA NO TOMAR" imprinted on the other side. All imprinting shall be permanent and black in color. Tags shall be manufactured by T. Christy Enterprises (or approved equal). 2. Each piece of equipment associated with the reclaimed water system shall be Identified by one of the following methods: (a) Identify valve box covers with a label or heat branded stamp that reads "RECLAIMED WATER DO NOT DRINK' or use a purple valve box cover with the same wording (b) Attach identification tag to control valve stem directly or with plastic tie -wrap (c) Attach identification tag to control valve solenoid wire directly or with plastic tie -wrap (d) Attach identification tag to the piece of equipment with a plastic tie -wrap F. Warning tapes shall be used on all constant pressure main line piping carrying potable water. G. Warning tapes shall be a minimum of 3 inches wide and shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warning tape for the constant pressure potable water piping shall be blue in color with the words: "CAUTION BURIED WATERLINE BELOW Imprinted in 1 inch tall (minimum), black letters. Imprinting shall be continuous and permanent. I. All constant pressure, reclaimed water mainline piping shall be installed so as to maintain 1 U -V, minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressurized mainline piping cross, the reclaimed water piping shall be Installed below the potable water piping in a class 200, purple PVC sleeve, which shall extend a minimum of 5"1 on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Conventional (white) PVC pipe may be used for sleeving material if it is wrapped with 3 inch wide purple warning tape which reads: "CAUTION RECLAIMED WATER. J. All new common areas where reclaimed water is being used and are accessible to the general public shall be posted with conspicuous signs that include the following wording in letters no less than 4 inches high, nor less than 8 inches wide: "RECLAIMED WATER DO NOT DRINK'. Each sign shall also display an internationally recognized symbol conveying the same warning. K Adjust Spray Heads to eliminate over spray across adjacent property lines and/or onto areas which are not to be irrigated. For example; pool decks, private patios, streets, sidewalks, driveways, etc. All irrigation equipment shall have proper 'reclaimed water identification. Including but not limited to: Purple: Pipe Spray head covers Rotor head covers valve box covers File Name: Job No.: 3167 Date: 01-26-0t Drawn: Engineer: Checked By: MML IRRIGATION CONSTRUCTION NOTES Project Name and/or Tract#: ............................ Bakersfield Sports Village Date and Source of Information:........- .............. 01/07/09 Name of Contact Person and Phone Number: City of Bakersfield Hydraulic Grade Level: ............ .................. - FT Highest Head Elevation on the System: ............ - FT Basis for Calculations :......................................... Longest R un, Rotor Remote Control Valve#: 131 Size of Remote Control Valve:... ..... .............. 211 Demand at Remote Control Valve: ......... 110 GPM The landscape contractor shall purchase and install the irrigation booster pump as shown on the irrigation plans. QUANTRY Contractor shall furnish and install mainline to the flanged gate valves, master valve, and flow sensor per the DESCRIPTION irrigation legend and details. (Refer to the irrigation plans for sizing). Refer to irrigation legend and irrigation construction notes for model numbers. Install the flow sensor per the manufacturers recommendations and LOSS (PSO details. Contractor shall furnish all materials and labor to execute and install the irrigation system per the irrigation plans. POC NOTE Install the gate valves, quick couplers, master valves, and flow sensors within the shrub planting areas only. The flow sensor wire shall be approved by Rainbird. All flow sensor wires shall be installed within a gray 1-1/4" DLA., SCH. 40 PVC conduit. Each conduit shall have a separate flow sensor cable installed within it based on the corresponding controller assembly. Mainline shown In hardscape areas is diagrammatic. Mainlines are intended to be installed within the shrub areas 4 only. Any mainline, lateral, or control wires that run under hardscape areas shall be installed in SCH. 40 PVC Gate Valve(S) sleeves which shall be sized a minimum of twice the diameter of the actual pipe diameter. Refer to irrigation 1.2 details for installation and depths of sleeeving. - The contractor shall schedule the controllers based on the above parameters during the watering operating hours - of 1 Opm to 6am. 1 The controller is to be linked to the City of Bakersfield Maxicom System via phone line. See city representatives Master Valve for connection information. For pump information, contact Josh Banducci, Kern Turf Supply, 661-664-5200. 4 Contact Josh Banducci at Kern Turf for price quote and distribution. Refer to quote number GVT1 12608804B 311 A 5HP pressure maintenance pump shall keep the mainline pressurized at all times. 450 The pump skid shall have space for 2 future pumps and 1 water feature pump. Refer to pump specifications for Linear additional information. Mainline CONTROLLER INFORMATION 11.7 MANUFACTURER: Rainbird TYPE:— ESP -SAT Ma)dcom2 Mainline . . ................ ASSEMBLED BY: Kern Turf Supply Inc. Contact Dennis Banducci 661-664-5200 CONTROLLER NOTE CONTROLLER IDENTIFICATION CONTROLLER PART NUMBER A VITBB-24SS/ 11139M71900/ KCPCSA-52/ KCPI 8010 R139M80201 / RCP01 060 Mainline B VITBB-24SS/ 11139M71900/ KCPCSA-52/ KCPISOLATO RCP01 060 - C MTBE-24SS/ RB9M71900/ KCPCSA-52/ KCPISOLATOR/ RCP01 060 2" CCU VITSB-24SS/ RB9M321 00/ KCPCSA-CCU/ RCP01 035/ KCP1 1 3GR 110 Controller shall be located in the maintenance room located at the soccer concession building. Controllers shall Lateral Line Losses (100) Other Losses (10%) Elevation Loss or Gain LOSS Total PRESSURE (PSI} be wall mounted at the direction of the landscape architect. 2 phonelines are required at the controller location foi Pressure Required to Operate Irrigation Head connection to city Maxicom System. Paige Electric model #P7072 communication wires are required between 70 the controller and the flow sensor. All communication cable shall be installed inside 1-1/2" PVC Sch 40 conduit with pull boxes at no more than 200' apart. A 3' loop shall be in each box and at each change of direction.. Total Pressure Required for Irrigation System (Sub -Total Pressure + 10% PHONE CONNECTION REQUIRED: At CCU Location. 2 Phone Lines Needed. 114.7 FLOW SENSOR CABLE: Rainbird Model #9516-2SP ................. Install ow sensor cable in a 1 1i2r U.L. PVC SCH. 40 gray conduit. Residual Pressure (Subtract Total Pressure from Static Pressure) The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the 5.3 irrigation contractor. Refer to electrical plans for additional information. The CCU and all controllers shall be wall mounted inside concession building. Final location of the irrigation controller assembly shall be approved by the owners authorized representative prior to installation. PUMP 1 VT37505460 665 GPM -PH 1 120 PSI TOTAL BOOST 10 INCH SYSTEM MODEL NUMBER SYSTEM DESIGN FLOW RATE SYSTEM DESIGN PRESSURE SYSTEM PIPING SIZE 0 PSI 460 VAC 3 PHASE 60HZ 750 GPM PUMP MINIMUM SUCTION PRESSURE SYSTEM ELECTRICAL VOLTAGE SYSTEM ELECTRICAL MASE AND FREQUENCY PUMP CAPACITY (GPM NOTE VT37505460 300 FEET 75 HIP 3450 RPM PUMP MODEL NUMBER PUMP TOTAL HEAD (FEET) 1PI HORSEPOWER PUMP RPM -------- OBSERVATION SCHEDULING The landscape contractor shall be schedule an irrigation site observation by the irrigation designer, and/or the owners representative, which shall not occur without at least 48 hours prior notification. The following items shall be reviewed: 1 - Pre-job/kick-off meeting with contractor, general contractor, and irrigation designer 2. Mainline, basket strainers, master valves, flow sensors, booster pump installation and operation, installation review prior to backfilling trenches, irrigation mainline pressure test, etc. 3. Finalizing the location for the controller assemblies - landscape contractor shall coordinate with the irrigation designer to verify connection of flow sensors and associated equipment to each controller assembly and for certification/warranty of equipment 4. Irrigation coverage test - a dynamic pressure test shall be performed by the landscape contractor and shall be observed by the owner (or the owners representative) and the irrigation designer for each valve during the irrigation coverage test BAKERSFIELD SPORTS VILLAGZ PHASE I 271 DESCRIPTION EPTDESIUN AIAW 844 &W Ckew **#t %. 201 W311 EOWM DMID Pasadena, CA 91101 sj. QL27-M T 1626.795.2008 F 1626+795+2547 ATF or www eptc6ign.cm PRESSURE CALCULATIONS FOR DOMESTIC IRRIGATION Project Name and/or Tract#: ............................ Bakersfield Sports Village Date and Source of Information:........- .............. 01/07/09 Name of Contact Person and Phone Number: City of Bakersfield Hydraulic Grade Level: ............ .................. - FT Highest Head Elevation on the System: ............ - FT Basis for Calculations :......................................... Longest R un, Rotor Remote Control Valve#: 131 Size of Remote Control Valve:... ..... .............. 211 Demand at Remote Control Valve: ......... 110 GPM QUANTRY SIZE DESCRIPTION FLOW (GPM) LOSS (PSO 4 6"&10r Gate Valve(S) 450 1.2 - - Gate Valve(s) - - 1 4`1 Master Valve 450 4 1 311 Flow Sensor 450 4 Linear 6"&10" Mainline 450 11.7 - Mainline - - Mainline - Mainline - - 1 2" Remote Control Valve 110 6.4 Lateral Line Losses (100) Other Losses (10%) Elevation Loss or Gain LOSS Total PRESSURE (PSI} 2.7 3.0 1.3 34.3 Pressure Required to Operate Irrigation Head 70 Sub Total Pressure Required for Irrigation System 104.3 Total Pressure Required for Irrigation System (Sub -Total Pressure + 10% 114.7 Output Pressure at Pump 120 Residual Pressure (Subtract Total Pressure from Static Pressure) 5.3 7.9-166 No. DA TE l % % /` TI CIN DESCRIP EPTDESIGN landscape architecture I urban design' planning �. m 844 East Green Street, Ste. 201a(31/09Pasadena, --09 CA 91101 9TF T 1626.795.2008 F j 626.795.2547 OF CAO�cR' www.epklesign.com 1. RECTANGULAR, GREEN PLASTIC VALVE BOX WITH LOCKING COVER 2. FINISH GRADE: 1. PLASTIC VALVE BOX 1 -/2" BELOW BOX LID IN TURF 2. FLANGED MASTER VALVE -1/�" BELOW BOX LID IN SHRUB/GC 1 3. CHRISTY'S TAG #ID -MA)( -P2 -RC1 P2 1 4 -INCH GRATE 5 3. FLOW SENSOR 2 4. SPEARS DS -500 DRI -SPLICE WIRE 4. REFER TO CONSTRUCTION NOTES FOR TYPE CONNECTORS 2 ROOT WATERING SYSTEM: 4 OF CABLE FROM FLOW SENSOR TO 5. CONTROL AND MASTER VALVE WIRES WITH 1 2 3 4 RAIN BIRD RWS-BCG CONTROLLER ° INCLUDES BUBBLER, C 6 5. CONDUIT BUSHING 6. SCH. 80 PVC MALE ADAPTER HECK VALVE AND GRATE) 6. WATERPROOF DRY SPLICE CONNECTOR 4 7. PVC IRRIGATION MAINLINE TO FLOW SENSOR 3 BUBBLER 10 7. �/4" DIA. ELECTRICAL CONDUIT AND SWEEP - SEE IRRIGATION LEGEND o _ °0 8 �_ poQ .�0 4 FINISH GRADE ELBOW 8. IRRIGATION MAINLINE FROM MASTER VALVE 5 8. FINISH GRADE: -�" BELOW BOX LID IN TURF o 0 0�-a 5 CHECK VALVE 3 9. SCH. 40 PVC REDUCING COUPLER 6 -1 Y" BELOW BOX LID IN SHRUB/GC a l o 5 °0 37 ' - °-.0p ��-O 6 OPTIONAL PEA GRAVEL �2 10. CHRISTY'S TAG #ID -MAX P2-RCIP2 11. MAINLINE TO REMOTE CONTROL VALVES 8 7 9. SPEARS SCH. 80 PVC UNION (SR-FIPT X SR-SR-FIPT) 0 0 0 0�__- FOR SANDY SOILS 12. PEA GRAVEL, 2 CUBIC FEET MINIMUM 9 10, PVC IRRIGATION MAINLINE FROM PUMP moo oo / 9Qo o�-� 7 1/2 -INCH PVC SCH 80 NIPPLE - - - --- _ _ _ - _ - __ _ - I- 11. SCH. 80 PVC CLOSED NIPPLE ' 0 0 ° 8 1/2 -INCH 90 -DEGREE ELBOW _ -I I !�I 6 _) I (�) I 1=1 (- =111=1 I 11=)11= I� 12. PEA GRAVEL SUMP - 4 CUBIC FEET, MIN. 0 0 0 0-� ° =�� �0� ° $ 9 SWING PIPE 12 -INCH ' ISI ill=1 I I -I i I -I 11=1 I I- 11=1 11=-I 11= 1 I I 11=1 I I -I 11=1 11=f' I I 1=1 11=1 11=1 I I- 10 I Ed 11 -III -► =111= I=1 I I- SWING ASSEMBLY .. .� 111--111=1 11- b� 4a G -1 I I -I I I -III-I , I -III -I 9 10 1/2 -INCH MALE NPT INLET 11 PVC SCH 40 TEE OR EL -�--- 12 LATERAL LATERAL PIPE I o °� e l l' 1= - ' r 13 4 -INCH BASKET WEAVE CANISTERI-� p iI-I� 11/11111 ( =111)1('1 Oou�, ,-_1 11=1 I o o fl ��Opo o _ 8 1 1= a�"o OQZ�q,� o -' ►i 7 II 12 C:!D13 11 10 9 12 _ I-111_11 I-_III_11 111=1 �►-1 I I -I 11-1 �,-��, I I Ill= ii 1 1-�''�' ' '- 11 1 1EI I I-1 I I I_ -' � 1=1 I I -III -III -I 11=1 I i -I 11=1 I I--1 I I,;, I I 1=! I I -f I(=1 11=1 11=1 ���= -►��-,��I1=1I1 1I1= 11=1 I I- 1I1=1II-' � ��� ���-�i -I ► i- r 12 MIN. DOWNSTREAM MIN. DOWNSTREAM DISTANCE N DISTANCE ON INCHES) (IN INCHES) TO MASTER VALVE � = 5 x FLOW METER SIZE = 10 x FLOW METER SIZE Root Watering Systemlow SensorIang a aster ValveEEL;O NTS Scam• 3"_1'-0" Scale. 3"=1'-0" N l\ U 1. GREEN PLASTIC, RECTANGULAR VALVE BOX 1. GREEN PLASTIC VALVE BOX WITH LOCKING WITH LOCKING COVER, HEAT BRANDED WITHLETTERS "GV'- REFER TO IRRIGATION 0. RAND VALVE IDENTIFICATION -SEE SPECIFICATIONS SPECIFICATIONS 2. LEEMCO FLANGED JOINT RESTRAINT SYSTEM # 2. WATER ID TAG 3. FLANGED GATE VALVE - REFER TO m 3, AIRNACUUM RELIEF VALVE - LOCATE TOP OF IRRIGATION LEGEND AIR RELIEF VALVE 3" FROM BOTTOM OF LID 4. CHRISTY'S TAG ID -MAX P2-RCIP2 0 4. PVC MAINLINE COUPLING S x T - SEE 5. FINISH GRADE: ��� IRRIGATION SPECIFICATIONS FOR PVCtt -Y" BELOW BOX LID IN TURF V 1 SCHEDULE TYPE AND MANUFACTURER -1 V BELOW BOX UD IN SHRUB/GC 2 5. SCH. 80 NIPPLE - SIZE NIPPLE BASED ON THE 6. PLASTIC RECTANGULAR VALVE BOX WITH WIDTH OF THE SERVICE TEE AND THE EXTENSIONS AS REQUIRED 3 LENGTH NEEDED PER DIMENSIONS 7. PRESSURIZED MAINLINE WITH GASKETS 6. LEEMCO DEEP BELL SERVICE TEE WITH 8. INSTALL PEA GRAVEL BELOW THE VALVE BOX W 8.5" 4 LEEMCO JOINT RESTRAINTS (WHERE PER SPECIFIED DIMENSION REQUIRED PER IRRIGATION SPECIFICATIONS) 9. 121x1 2"x6" CONCRETE SUPPORT WITH "PIPE - T. FINISH GRADE 8. PEA GRAVEL CUBIC FEET LINE PRODUCTS" PIPE SUPPORT 1-1 11=1 I Mi I IE-. - (3) 1 I I ((1-1 I (- 7 9. COMPACTED BACKFILL SOIL - SEE =1 IRRIGATION SPECIFICATIONS FOR FURTHER 8 INFORMATION = 10. PVC MAINLINE - SEE LEGEND FOR FURTHER 9 1 1=1 I I I I (I I I ((� I 4 V INFORMATION I I _ 3 _ I (111 `o� 6 S "L/Gp oG _ J J o v� 0 7777 5 62 7 °° o v o G 7 V 10 Q �,,I I Ii►I I II I II I1I I II I I!11�,=11_=-- I 9 Air/Vacuum Relief For Mainline Flanged Gate Valve W Scale: 1 "=1'-91 scale: 3/4"=1 U. U3 cr W 7.9-166Irn Q u C F B Ar- - �% - � E RES F I E LD* 4' C A HN81A ALIF00"'L PUBLIC WORKS DEPARTMENT File Name: Drawn: ��-� SPORTS VILLAGE LANDSCAPE IRRIGATIONDETAILSL2 J©b No.: 3167 Engineer: Date: 01-26-09 Checked By: MML PHASIC I No. DA TE 4T/ % DE"SCRIP Tl DIV EPTDESIGN cP landscape architocturo I urban design i planning 84d Eat Green Stream, Ste. 201 --01/09 Diw- Pasadew, CA 91101 (P 03-27-09 T 1626.795.2008 F 1626.795.25A7 ATF aDft F -���� www eptclosign.c om 11 SIE N� 06 ILO' (0-5W FOR NOTES: lY HEADS I"INI%W $RAM IA' (0 -ow M T IO` 3.0x I`I'I 1. USE TEFLON PIPE ON ALL TREADED JOIN'ta 1�ECiTES; � � DC7 ��..L. I" a t I=1mN65 2, ALL RISERS AND NIPPLES SGH, 60 PVC. ALL TOP OF VALVE BOX 250.16m) TEE (55T} MAID 1. GROSSING UND i�0�Y5 OR ANY OTHER HARD 5EJRF1C � � ANC CONCRETE 14, SHALL SGH, 40 PVC. (SEE NOTE #3 ON EXPANSION LOOP OR ELL (5T} LINE ALL ELECTRICAL WIRING AND WATER LINES %TALL BE INSTALLED 25' ANCHOR THRIJ5T BLOCK i 5At15r7nxn) (01W DEEP, IN 40 PVC SLEEVE. SLEEVE SHALL BE 2 (TYPICAL} : 3. ALL LATERALS SHALL BE CLASS 200 PVC OR A5 REWIRED ON PLANS. THI5 FOR ALL WIRES. FINISHED 6R°� TIMES D! OF CONDUIT / PIPING. ALL ELECTRICAL CONDUIT �: °, •� .�-g �� �. FLAX NIPPLE (TtT) 4. I� lRRI6ATTON HCAt�a ARE INSTALLED WITHIN � A DRAIN VALVE OR C� VALVE 15 REQUIRED TO PREVENT EROSION. 94ALL. HAVE ! MIN. DIA, FOR 110 VOLTS AND 2 MIN. DIA. FOR LOW ELL (5T) OR CHECK VALVES AND DRAIN VALVES SHALL BE INSTALLED AT L.00A11ONS E� CONTROL VOLTA6E. SEE CITY STANDARDS SHEET' L-5, DETAIL H. TEE (55T) REZILIANT PLACE MAAC�OM H ��- �-IM AS PRESCRIBED BY THE St�GII=IE7 CONDITIONS AND SIfAI.I. I� �� � �I� APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR TO WIRE BALE VALVE 2. WIRE THE i�AiM3IRD MAX1Gf�1 IRR1&ATi�I SYSTEM IS NEAR TIE MAIN LINA � 1RR16ATI0NI uaNm�., (LINE SIZE) SPEGlFIED, MAXICOM GABi.E MUST NUI' INTO CONTACT AT TIE a'cLOr,K ME5 NEAR THE MANN ' ° K; ° •, ; ` . AND USE. �N ---'" WITH THE PONE R �Y OR VALVE MR1146. LOCATE THE MAXI- P05ITI0NI Y WIRE ,50HEOULE 60 10'04W11EiVALS. AT S. ALL POP HEADS SIAL ZA" (iSrrE} FSI FEMALE AD PVC - 4.0" (0.1 ,I .I COM CABLE NEAR THE MAIN LINE AT A 4 O'CLOCK P051710K LOCATE HRMS AT AND ASPHALT AREAS. ALL LARGE RADIUS IRRIGATION DADS (PART PAST NIPPLE � (} S. IF MORE THAN ONE LIPS 15 INSTALLED PER , PROVIDE 5 a� �I�� INSTALL TOP OF WAD O.�r � , (b.5mm) ABOVE F.O. FOR FINIS W CIRCLE) SHALL BE 4A (10OMMj FSI CONCRETE AND ASPHALT u� 0.5 (0.15mj HORIZONTAL. AND VERTICAL SEPARATION. PART CIRCLE AND 4.0' � AIMS. HEIGHT OF POP UP HEADS SHALL BE AS FOLLOWS: ADD THREADED UNION (I0a►�} FOR I�.,i. GIRc.LIw. � _ 4. ALL PVC SOLVENT (" SHALL � #"tII (PTi1NE21S MAIN LINA t3 22 I!2° ALL � 6 0 (0.15mj FOR LAFiPi ARS "W" VIEW 15 FOR VALVE REQUIRED ON MAIN LANE ONLY). `:.i CROSS � PLUS I.0' (0.3tn} FOR :�I1B5 �'��� � THIS �T W INSTALLATION -DETAIL V) ®° NIPPLE (T/r) 5. LANDSCAPE AND IRRI&AT1ON IMPROVEMENTS WITHIN THE IA' (O.% FOR �. � Pyo MAIN � DEDICATED STREET Ri&H'i«�-WA+Y MAY i�QU1RE AN OPEN �� N° �°. • � $,. � ° TD A �)IL17IN6 MAIN Ir'L1acN YIlN IA' to3M) NIPPLE (tIT) 6. PART CIRCLE IRRIGATION HEADS ARE ADJA W LONE LINE 51"RMT PERMIT. CHECK WITH CITY EN60LBRIN6 DEP FIN15I� � WALL, LOCATE DADS MIN. 4" (100n* FROM PACE OF BUILDIN& WALL TO FOR RE-WIREMENTS. TRIPLE 6IIN& JOINT a BACK OF IRRI6ATION HEAD. a BRICK 6 WHERE OPEN STREET 0115 ARE REQUIRED TO INSTALL VARIOUS . TRIPPLE SWI1 JOINT SHALL BE RAlNBI SERIES OR APPROVED EQUAL IRRI&ATION LIES AND/4R WIRES, ALL STREET PATCHING WITHIN7 � THE CITY RIGHT --NAY WALL. IN � NTH CITY � ��� � "i LATERIAL LINE 6. ANY AND ALL FROM THIS STANDARD DETAIL SKEET 5HAL.L 5, ALL IRRIGATION WIRES ( ASND S STANDARD ST -12 OR A5 DIRECTED BY THE CITY EN6ItEI3R. • FOR LARGE o �� . � s > °�>, BY APPROVED BY THE RECREATION ANI? PARKS DIRECTOR �jv�p'T� �; N �/ BE 14 6A1)SE U.L.SINGLE STRAW COPPER WIRE, TAPED AND I A LATERAL LINE 15 LO AI. EDL XR A @E PVC. tt HEADS �' r �SUNDLED IF A LAT'k"RAL LINE I5 LOCATED A HARD 61�"tFAGE, 9, SEE LANDSGAPE/IRRI6ATION PLANS A AT 10(3.0m) INTERVALS AND THE SCHEDULE 40 PVC 15 REQUIRED. FOR IRRIGATION MAINLINE AT THE 5 O'aDCK POSITION, NOTES: POR SPECIFIC , SIZE, QUANTITY, MANUFACTURERS, NOTCH; SEECITY STANDARDS SHEET L-2. 6. WHEN TIES 15 A GHANSE IN FITTED DIRECTION, ALL IRRIGATION TURF HEADS AND PERFORMANCE RIwQUIRIN1'S. MAIN LINES LARD THAN 2:0" 1N DIAR�TER (PRESSURE 3 I. ALL MAINLINES INSTALLED SHALL. BE TESTED A5 � (� 450 "'t"EE FINISHM 1. USE TEFLON ON ALL T'1'OREADED JOINTS. 6. ALL WIRE GOI CT IONS SHALL BE WATERPROOF AND APPROVED MAIN SMALL WITH AME nT IN BAG1C1~ILL MANUFACTURES SPECIFICATIONS AND SHALL BE A PART �,:�/ BY THE REGREA11ON AND PARKS DIRECTOR SPLICES WILL NOT WITH OJRM NTH CO ATBL Alm OF THE IIS"TALLA71ON SPECIFICATIONS. � 450 TEE 2. ALL NIPPLES %IAL.L BE 6O PVC. ALL FITTIN66 BY THE TION AND ELEVATION ON FINISHED GRADE IN TURF A� PARKS DIRECTOR. THE SPLICES WILL REWIRE THE AS DIRECTED BY THE RXREATION AND PARKS DIRECTOR. ; 5rllt� SHALL BE 504EVULE 40 PVC. 2. ALL IN& DEPTHS PER CITY SHINPIPE PLASTIC ROUND) VALVE SOX WITH BOLT DOY+�1 2 � GOA, USE STAINLESS BOLT NUT' AND WASHER, USE OF A SPLICE BOX. CITY STANDARD SHEET L 1=0R T BLOCK DETAIL. AHL. �. .' ° n � q. ALL IRRIGATION MAINLINES 2A' t�0mmj IN DI A1+IF7 LATERAL L I NEELL STANIDAR7 L 2, DETAILS D,'Sr AND F. :� � � � . .� � (5T) HEAT BRAND QCV ONTO LID. S. ALL IR�RIOATION CONTROL VALVES SHALL. BE IN A "TIG IMOATION CONTROL VALVE BOX WITH VALVE 1D TAS. THE TOP OF 1. MAINTAINt 210 (OhW SEPARATION LESS SHAL BE 40 PVC, IRRIGATION MAINLINES GREATER 3. CONCRETE Ute? FOR THRUST �D TEE ( T) QUICK COUPLER KEY WITH MALE HOSE B15 THE VALVE BOX SHALT. BE 20 (54nrnj BELOW FINISHED GRADE IN TURF CONTROL VALVES 04TERLINE TO CENTMINE) WHEN MORE THAN "THAN 20 OOmr) IN DIAMETIrR SHALL. BE TITS PVC SCHEDULE 40 OR BLOCKS SHALL BE GUS V AS PER APPLICABLE LATERAL e e � CONNECTION A5 SHOWN, KEY MroT CLEAR VALVE BOX ANIt7 2.00 OC7ffW ABOVE FINISHED dRAVE IN PLANTER, AREA, THE 1�1E VALVE !S INSTALLED IN THE SANDE LOCATION. EC�iAI BY THE RECREATION AND PARKS DIRECTOR PROVISIONS OF SECTION q0 OF THE STANDARD F LINA `I AD>WD TIG FOLLOWING VALVE BOXES AND LIDS OR APPROVED EQUAL. MUST BE ABLE TO VALVE WITHOUT CUTTING FINISHED ORAc� I C?' tO3mJ � SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT� BARBm Eu. 3" I0. ANY AND ALL � BE APPROVED BY THE RECREATION . ' -�- - FIN15HM 6RADE IN 5FRUB AREAS ACCE'TAME. ANY DEVIATION FOR THE BOXES IRRI6AT1ON LINES OR MOVIN S 13OX. AND PARKS DIRECTOR PRIM TO IMPLDvENTATiON. OF TRMSPORTA110K EDITION.. � MIN. AND LIDS M)ST BE THE RECREATION AND PARKS 6. �E� PO551BLE, LOCATE VALVES IN THE PLANTER AREAS. I ! E'1 �IcIN DIRECTOR, 11. ALL. IRRI&ATTON INSTALLATION SHALL. BE IN ACCORDANCE WITH i POR LARGE � o BACKFILL AND COMPACT 4. TRUST BLOCKS SHALL BE USED AT CHRISM OF L-:�` a CITY STAI�ARD5, T LATEST ED1Tit THE UNIFORM }E r► . ACGORPINS TO CITY STAMiARD DIRECTION ,TEES), OW45M Gr- VELOCITY QUICK COPLER VALVE SINGLE VALVES= ND5 P1W SMIES 14"Xi14" 4. ALL IRRIGATION INSTALLATIONS SHALL BE IN ACCORDANCE WITH INS COVE, MANUFAC "5 RE-GOMFENDATI i, SECTION ST -15. SEE OALTRANS SPS05. ( MXICER5, VALVES), *0 FIFE DEAD ENDS. PIS ATED VALVE BOX KITH HOLT VAR. CITY STANDARDS, THE LATIN APPROVED EDITION OF THE UNIFORM 20 � TTE STANI17A 0 SPECIFICATIONS, AND AS DIRECTED BY THE FOR SMALL '" � FOR SILAGE TREATMENT OR � �i�UG�R --- ----- STAIN E55 STEEL CLAMP LUN�IN6 M „ GTi1R 'S RECOMMENDATIONS, SECTION TION AV PAM DIRECTOR TIP HEADS 03 (I -AW AS VIRECTM BY TIE 450 ELL :NIS CIES I I'M�AT1ON Arm PAR* 5. TH;WT BLOCKS ARE USI�3D, THE SIZE AND THE STANDARD SPECIFICATIONS, ARS? AS DIRECTED BY THE c SUBBLERS BRICK SUPPORTS ATE D VALVE VE HOX P41TH BoiT DOM WVM. 12. ALL MATERIAL. USED SHALL. BE NEW APS I� FROM I TIO. � DII�TOR. TYPE I THE 13L�GK1N6 MAST CT BASED THE 'TIS � � TION AN�"d PARKS DIRECTOR . ' �. MAXIiI T F� EXPECTED AND THE LOAD - 15, 5� APE ARS? IRRI&ATION PLANS NO LATERAL LINE ��� �� ' SCH. 60 PV( TRIPLE 5WIN6 JOINT P41RE PULL BOX PLS �IOATION C* ROLL BEARIN6 CAPACITY OF THE SOIL. NOS PRO SL�t1ES I3"X20" .,IUM�34 �, ,� ,� ' � � � " REGTANWLAK VALVE SOX P41TH BOLT DOWN COVER. IO. MATERIALS SMALL BE NEW ASND F FI R DEI GTS. FOR SPECIFIC SIZE, QUANTITY, MANUFACTURER, SIRES TIE MAIN NIPPLE tilt) ;� +� - ®AND 04ANCZ REQUIREMENTS. PLACE MAAC-OM "Fa aLRXM AND TAPm AT 6. ALL CONCRETE TRUST BLOCKS SHALL BE IN --- MAINLINE NEAR THE MAIN LINE 10' (5DW INTERVALS. ACCORDANCE WITH THE LATEST APPROVED EDITION TRIPLE S�iINC JOINT a 4. INSTALLATION � EXTRA IRRi6ATTON WIRE FROM 11. AND ALL SMALL. BE SY THE TION I4. NO G7UIT OR PIPING MAY � AT THE q O'CLOCK LOGATIM 1� AT °>� . 4 x 36 REBAR STS, IRRIGATT(�1 GON1iROL GLOGK TO RITE GG ITROL VALVE IS AM DIRECTOR PRIOR TO IMPLEMEN'T'ATION. WITHIN IRRIGATION PIPING OR CONTROL LINE TRENCH. OF THE UNIFORM PLO W& CODE. 2 REQUIRED PO�TIONi 5 O'CLOCK �POSITION. ' RED EXTRA X,. LANDSCAPE FABRIC WIRE SHALL' THAN THE A DIFfI T COLOR TTIE ONE l PE/I TO I APPROVED LANDSGARRI6ATION PLANT AND LE&ENDS LATISZAt, LINE 3/4" ROCK, 10MIC FT. TE VALVE. (ONE COLOR FOR ALL VALVE WIRES 4 ONE COLOR SPECIFIC RS, SIZE, QUANTITY, MANUFACTURERS � MULTIPLE L � N�� i'C7I�' P ` �'.��' MAD �, I c�t3l�fC GOIJPL.i� FOR ALL. EXTRA �VIREa j PERFORMANCE IREMENiS. (E30ttom Movntad) CITY OFT15% FIE "VISIONSSFIELI`jREVISIONSBAK.'ERS4FIELDREVISIONS D REVTSIo�Ts DETAILS FOR PIPING, DETAILS FOR THRUST BLOCKS DLANDSCAPE .AND IRRIGATION DETAILS FOR swum, FOR REMOTE CONTROL VALVES' VARIOUS IRRIGATION HEADS TRENCHING, AND BACKFILL STANDARD STANDARD STANDARD STANDARD PLAN NO. PLAN NO. PLAN NO. PLAN NO. SHT 8 OF 14 APPROVED RCL )O XXX DATE L-8 SHT .-» OF I4 APPROVED RCE XXXXX DATE L-6 SHT 2 OF 14 APPROVED RCE XXXXX DATE L-2 SHT 5 _ OF A APPROVED RCE XXXXX DATE L-5 7.9-166 File Name: Drawn: BAKERSFIELD SPORTS ILL.. PUBLIC IFS T' Job No.: 3167 Engineer: A AF' IRRIGATION DETAILS U1 I T uF BAKE mzjF1ELL..,;7 u"ALIF(ORNIA L2m14 Date: 01-26-09 Checked By: MML PHASE I 3 � � I I . MIATCHLINE SEE RIGHT . ____ I I - - � I A 11 ;' � I r �" � I I 11 � 1 I 1 I ---- \ / 1 1 [ j I III ii I 1; . I I ;; i � I 1 1 i : -1- I ; , 2 I I i ! I I : I I . i It, 1/1 1 �� ... I .... 1 - H I ; I � : I I REVISIONS 11`1� � . i � !, t M; !I: � : I 'i �H:.!; 1 ; . 1< I 1 ! � I Iz i I H � I / ii I 11 I i, : I: I I I! i i i i I I I I . � - - � \'// I !I! - . . M !I I I I 111; H 1 ; ; I : . � . . : : : � .. ! . 1) )) " 1 I . . 2 1, I 11 I : H i illi I I . I I I I I \,-. i I _� 11 I I 1 1 � . No. DA TE � � I � I 1 11 I i ! i 1 1 i I I I � - '--�! I I! /I i I ; i . // 11/1 --"-,\ � i . 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BAKERSFIELD SPORTS VILLAGE SLEEVING PLAN � ^ LZn15 Job No.: 3167 Engineer: Date: 01-26-09 Checked By. MML I . PHASE I I � . . ___ . I i . �_r __ �' '' I I I .1 � 1. , I : I I ,: I __ I I "I �"'. . � : I . � � I Now r' 0 MATCHLINE, THIS SHEET MATCHLINE SEE SHEET L3.02 XTX31*]W1TL*T;T51 MATCHLINE, THIS SHEET File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer. Checked By: MML I I ilk lei 1199 0 1L I 1. All shrubs and groundcovers shall not be planted closer than 2411 from any hardscape eler 2. In all shrub and groundcover areas apply 28 layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5! of any hardscape element shall recieve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, ShE L3.12 for information. 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of landscape architect. SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (11257 sq ft) Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 Total Percentage of Area Shaded: 56% Percentage of Evergreen Trees in Parking Lot: 22% LEAD TIME ON SOD AND PLANTS THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. SUBSTITUTIONS SHALL NOT BE ALLOWED. BAKERSFIELD SPORTS VILLAGE PHASE I FT -1 No. DA TE 271 371 'S1471 DESCRIP T1 ON Lt E PIT wuwa*A'E S I G N landscape architecture I urban design' planning 841. End Grow Street, Ste. 201 31 Bomgw Date CA2JJ 01 I 1 ..2008 626 1626.79 7 CA0 www.epk6i9n.c= PLANTING LEGEND: Trees All trees are standard branch kv urftn spedW o#orv*m SYMBOL NAME SIZE QTY DETAIL Liquidambar styraciflua 24" Box 17 A/L3.12 0 'Rotundiloba! 0 to Lagerstroemia x faudei 'Natchez! 24" Box 19 A/L3.12 Natchez Crepe Myrtle Pinus sabiniana 24" Box 42 AA -3.12 Foothill Pine Platanus racemosa 24" Box 88 A/L3.12 California Sycamore Populus nigra'Italica' 2V Box 58 AA -3.12 Lombardy Poplar Quercus chrysolepis 24' Box 24 AA -3.12 Canyon Live Oak 0 Quercus lobata 24° Box 1 A/L3.12 Valley Oak Quercus sober Cork Oak 24 Box 50 AU.12 Cl) 0 J. 0 PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL 0 Acacia redolens 'Desert Carpet 1 Gal @ 6 O.C. 2422 A/L3.12 Carpet Acacia Agave ferdinand-regis x scabra 5 Gal 36 A/11.3.12 Sharkskin Agave Agave tequilana 'Sunrise' 5 Gal 9A/1-3.12 0 Sunrise Tequila Agave 0 BaccharisPilularls'Twin Peaks! 1 Gal @ 41 O.C. 1770 AAL3.112 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl r' 5 Gal @ 30" O.C. 644 A/L3.12 Karl Foerster Feather Reed Grass >*< Cercis occidentalis 15 Gal 24 A1-3.12 Western Redbud O Juniperus chinensis Rdzeriana compacta 5 Gal @ 30" O.C. 281 A/L3.12 Nicks Compact Pfitzer Juniper Lantana camara 'Monlne' 1 Gal @ 24" O.C. 755 AA -3.12 Spreading Sunshine Lantana W Mahonia repensW Creeping Mahonia 1 Gal @ 1811 O.C..735 AA.3.12 Mimulu s aurantiacus < Sticky Monkey Flower 5 Gal 30. AIL3.12 J 0 Muhlenbergla rigens 1 Gal @ 30" O.C. 7620 AU.12 J Deer Grass > osmarinus officinalis 'Prostratus' 23 Rosemary 1 Gal @ 2411 O.C. 182 A/1-3.12 Phormium tenax 'Dark Delight 5 Gal 27 I Red New Zealand Rax A11.3.12 0 0 5 10 20 40 Feet W LL W 7.9-166 1. All shrubs and groundcovers shall not be planted closer than 2411 from any hardscape eler 2. In all shrub and groundcover areas apply 28 layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5! of any hardscape element shall recieve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, ShE L3.12 for information. 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of landscape architect. SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (11257 sq ft) Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 Total Percentage of Area Shaded: 56% Percentage of Evergreen Trees in Parking Lot: 22% LEAD TIME ON SOD AND PLANTS THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. SUBSTITUTIONS SHALL NOT BE ALLOWED. BAKERSFIELD SPORTS VILLAGE PHASE I FT -1 No. DA TE 271 371 'S1471 DESCRIP T1 ON Lt E PIT wuwa*A'E S I G N landscape architecture I urban design' planning 841. End Grow Street, Ste. 201 31 Bomgw Date CA2JJ 01 I 1 ..2008 626 1626.79 7 CA0 www.epk6i9n.c= PLANTING LEGEND: Trees All trees are standard branch kv urftn spedW o#orv*m SYMBOL NAME SIZE QTY DETAIL Liquidambar styraciflua 24" Box 17 A/L3.12 0 'Rotundiloba! 0 to Lagerstroemia x faudei 'Natchez! 24" Box 19 A/L3.12 Natchez Crepe Myrtle Pinus sabiniana 24" Box 42 AA -3.12 Foothill Pine Platanus racemosa 24" Box 88 A/L3.12 California Sycamore Populus nigra'Italica' 2V Box 58 AA -3.12 Lombardy Poplar Quercus chrysolepis 24' Box 24 AA -3.12 Canyon Live Oak 0 Quercus lobata 24° Box 1 A/L3.12 Valley Oak Quercus sober Cork Oak 24 Box 50 AU.12 Cl) 0 J. 0 PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL 0 Acacia redolens 'Desert Carpet 1 Gal @ 6 O.C. 2422 A/L3.12 Carpet Acacia Agave ferdinand-regis x scabra 5 Gal 36 A/11.3.12 Sharkskin Agave Agave tequilana 'Sunrise' 5 Gal 9A/1-3.12 0 Sunrise Tequila Agave 0 BaccharisPilularls'Twin Peaks! 1 Gal @ 41 O.C. 1770 AAL3.112 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl r' 5 Gal @ 30" O.C. 644 A/L3.12 Karl Foerster Feather Reed Grass >*< Cercis occidentalis 15 Gal 24 A1-3.12 Western Redbud O Juniperus chinensis Rdzeriana compacta 5 Gal @ 30" O.C. 281 A/L3.12 Nicks Compact Pfitzer Juniper Lantana camara 'Monlne' 1 Gal @ 24" O.C. 755 AA -3.12 Spreading Sunshine Lantana W Mahonia repensW Creeping Mahonia 1 Gal @ 1811 O.C..735 AA.3.12 Mimulu s aurantiacus < Sticky Monkey Flower 5 Gal 30. AIL3.12 J 0 Muhlenbergla rigens 1 Gal @ 30" O.C. 7620 AU.12 J Deer Grass > osmarinus officinalis 'Prostratus' 23 Rosemary 1 Gal @ 2411 O.C. 182 A/1-3.12 Phormium tenax 'Dark Delight 5 Gal 27 I Red New Zealand Rax A11.3.12 0 0 5 10 20 40 Feet W LL W 7.9-166 - I I - ----------- _ � � . . MATCHLINE SEE SHEET L3.01 NINE - REVISIONS I --- I . ; I : ; : I : No. DA TE : : SHADE CALCULATIONS: Parking Lot PLANTING LEGEND: Groundcover w . : : : : z ! i ; : 7 ; - : : : : I : ; ; : : I : : : : I � � � ; I 1 1 � ; 1 / / : � : : : ; Total Number of Large Full Canopy Trees In Parking Lot: 24 QTY DETAIL 4 1 : ; � : . � I . ; . I ; � z : I : � � : ! : z ; : : � : c : I � I - Total Number of Large Half Canopy Trees In Parking Lot: 44 I , � I I : ; . � i I : ; : . � � i : I : � I � Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Turf -Per Parks Dept from 900,000 z � : � I � 41 : I ; I I 14, ,,, � Per Specs - : � i I ; I : . p I Total Number of Narrow Half Canopy Trees In Parking Lot: 10 � 11V 14, AG Sod Farms SF : 2 / � � � � Large Tree Canopy Diameter In Feet (1 6 Years) 40ft (1 257 sq ft)) � . I Decomposed Granite Per Specs � . .. ; : � � I . . ,�] � ; ! : : : / Narrow Tree Canopy Diameter In Feet (1 5 Years) 20ft(315s,qft) I � � � ; � : / . � . � : ; : / i � � : : : : : ; : / / : : : 3 I I . � I i . Total Area Shaded 70,737 ,Mk � K,""W,Xall0000lolopK,: : - ; I ; � � � , � . i I �!� : : . I : � : i � : , � . N : V . 'I Area of Parking Lot In Square Feet 124,510 : : I I . . I � 7 : I � � z � I i I : . I : z : -- I � 11 - ; I : I : i 4 / / : : I : ! : I . � : . � : . ; : s Total Percentage of Area Shaded: 56% � I : ; ; : : DESCRIPTION . I ; : � i : I : ; : 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. ; ! I : � : : : 0 : I : i : � : : : � z � : � e � ; 2. In all shrub and groundcover areas apply Z' layer of redwood mulch per specifications, : : z � EPTDESIGN . ; z ; : : 11 . ; : : : I : � : � � : : : Percentage of Evergreen Trees In Parking Lot: 22% � : __ � : �,_� i � � : ; : I . � : I I I � I � I I � I Contractor shall submit sample to landscape architect for approval. I : I I I . \ � � ; f � : I p i I : landscape architecture I urban design I planning i : i ; ; I . � I : : : : � I LEAD TIME ON SOD AND PLANTS ; : I I N ; ; f I . � : . : ! 3. All clearance data per City of Bakersfield tree planting standards and guidelines. : � I I : : ; I I ; : ; : : : I "I I ; : I : . : %WV r i 1- i : . I : : w THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD : : : q � � : 01/09 � ; : . I SA4 East Gnien Street, Ste. 201 �z - * I . � somoon Diiii ; I I I 1 r : i : TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. ; : i i . : : ; � : 1 4. All trees planted within 5' of any hands element shall recleve a linear root barrier per � . I : : I : I Pasadena, CA 91 1 01 I I : � : : : 11 � 03-27-09 � ; : . : � . . ; : � , : I LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF I � - i : : 1, i �� � : : : specifications. Number of panels per manufacturers recommendations. See detail E, Sheet : I : ; : /$ 1 : : I I . : \ . � N PRIOR TO START OF WORK. i � cc . � 1, T 1 626.795.2008 F I 626-795-25A7 : . : : . � : L3.12 for information. : : I 1 I � .1�� -1 - U11%1- . ; 0 ! I I I... I - - - �1.11 I-- .1. ; : : I I � : . ; . . . ; I I ; www.opkiesign.com . � 3: � - � I I . : : � z . . I THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF ; ; LL ; : � e 5. The quantities shown are for reference and bid comparison purposes only. Contractor is,V-- : : ; � : � : : . : I I I SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED, : : t= � . : : responsible for conducting his own area take -offs and unit counts. � � i : ; : I : : : I SUBSTITUTIONS SHALL NOT BE ALLOWED. ; ; : : . . : . _� . 2 : i are I 3un I � : , I - I : : : I ; : Zj : 1 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the � . I SIZE QTY DETAIL � I : - � : . I ; � i I I'll landscape architect. i : w : � : . � . P ; : I � I � � s : � I I � � : : --- 'I-,'; z . I ; : 1?^11 j , . 1-1 i . Liquidambar styraciflua 24' Box 17 A/L3.12 . 0 - ........ I ..... � .............. : z : 'Rotundiloba! : i . : : . : ; _� 11" - ; P � : I , ; i w 4 : I I � '\ 1-11, I : I I I : : : : : ! : : � I � : PHASE 11 AREA, NOT A PART I . : � � . ! � : ; � i ; I __ � � : I ; I . ; i Lagerstroemia x faudei 'Natchez' . : 24' Box 19 AIL3.12 ! ! 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Box 58 A/L3.12 � 1 4- g; �- -0 � "n, �� �,,. i IAim ��� 11 � � , , ,� , 11 " , . OWN 1 1. ,".� / nl -1111 � I cc - ......... I 1111. ......... I ..... -.111 ......... ....................... � ........ -11--.1 I-- .......... 1. ........................... - ..... ...."..-I 11111......................... 1111.. ...... 1-1.1-1 �............ .......... � ... ��11_ I - ...... � 7.�.�i........5..... ... __....� -, / .1 I � - - , , 11�k ............ � .... _____ I CM .. . ........... ....... I .............. . �',�� I I.,.,�..'."...�I.; .. . ... I ... ..... I- -11-1.1 .... I .... ��v ....... 1-1 ... I .... �, ... I.., -.11-11-1.1 ..... �� ..... I ..... � ... I... ... � .............. - 1* I 114-1..- . ....... . --\v .. ... - ''\V.-............,.,�/.-�.-.....I 14/........., . ...... 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"I Sy D N \!/ \.!/ \[/ \1/ \�/ \J/ \1/ \�_ \[/ I�A \11, \i/ \1/ \1/ \d/ \1/ \t/ \� \V q/ \1/ \1/ ,4/ ,/ 't, �/ � ; : � ; : / z \�/ � . : I ; ! i : � � � z : � � ; , : t -1 . : I : : I � I I . ; i ; '�� / : : \ (L ; � ! ; : ; . : i : ; I : z � ! � ; : i : : ; : : I \,�, � ; I \j/ \1/ : \�_ \1/ \[/ \!/ \t/ \j/ \1/ \1/ \1/ - \1/1 w, i \�/ '1, � \1/ \�/ \1/ \L/ \1/ \1/ \i/ ; 11/1 \1/ \J/ \�/ \1/ \1/ \�/ \1/ 1�/ \1/ -4/ \1/ \[/ \�/: I "j/ \4/ 1 I \1/� ? \J� \�-� 'IV Acacia redolens 'Desert Carpet I I , I , : ; , t 11 : ! I ; � /I � 1 Gal @ 51 O.C. 2422 A11-3.112 : : i : : I I � : : � � � . : I I � 11 "I � : � ; I I � I 1, i 0 Desert Carpet Acacia I . I i : � � \J/ I : � * : : P s ; : : \ �, : � : \�/ \1/ \t/ \1/ \IV \�/ \4/ \I/ \�/. \I/! \1/ \11/ \11/ 1�/ \�/ 1�/ \4/ \4/ \j/ ; \V \j/ \4/ \�/ \J/ \t/ \I/ \�/ 14/ 14/ \j/ \�/ \1/ \i/ \/1 �/ \1/ \11/ \4/ \1/: �/ \L1 � I/ \.!/ � ; i : : � : I � a ; : : I � : � : : . i \",. : � : ! i : s � : ; , . ; : : I : : I : I I ; I @ Agave ferdinand-regis x scabra 5 Gal : ; : : : . i � ; : i . � 36 A/1.3.112 M i : :: . fl- ; : : � � "1/ I : : � . \�./ I : , \I/ � i \J/ \�/ \�/ \[/ \4/ \�/ \4/ Ij/ � \1/ \�/ -I/ 14/ \�/ -1/ 1�/ \L/ \�/ \J/ \1/ \�A \�/ \L/ \1/ 1\1/ \1/ 14/ \1/ \,!/ \L/ \1/ \I/ \11/ \L/ \i/ \4/1 -%I/ 14, \1/ � _1�1 \J/ : ; : � : : . i , � . : . % Z : : : ; . z Sharkskin Agave : : j . . \\ ; : I i..... - ___._. ..... � ............ : : ! : : \i � ; : : : - ........ . �'_...1__. ---------------- 1.............................. , " : ; \1/ � I : .� . \�/ v : . 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I \,/ 14/ \4/ 111/ 1�/ \1/: ; : !I/ Agave tequilana 'Sunrlse� 0 :i : : : ! i : : t : i/ I . 0 5 Gal 9 AfL3.12 -4/ 1 � I Sunrise Tequila Agave I ; I ,J/ / � \[1 I 1�/ Ill/ \�, 'It/ 141 \1,\ \1/ \�/ \�/ \j/ 111/ 1�/ \1/ \4/ \[/ \j/ 1�/ \1/ "/ \1/ \� \�/ -II/ \4/ \�/ \i/ 'j/ \1/ -,�/ \[/ \j/ \I/ \i/ \j/ ; : t \�/ " 1�/ I100, 0 : : " , q I t' � " , , ✓ I � I : � : : : ! , \j/ i , �\ Bacchads pilularis Twin Peaks' , � . t - '. t � I : q/ : \I/ q� �� '\,-. ; : \!/ . __ \[/ 1�4 \L/ \I/ \1/ ♦\t/ \,!/ \I/ \t/ \[/ \!/ i \1/ \1/ \1/ \!/ \t/ \[/ - , : ; : 1 Gal @ 41 O.C. 1770 A/1-3.112 '1�1/___... _I/ ___ 14/ \1/ \1/ \�, 41 _1", \,/ \[/ _,"v \1/ \1/ \J/ \[/ \1/ \1/ \1/ 1�/ \1/ \1/: � I 1� ___�Ik \1/ ; : � : � . I I I - . ..... . ..... : : ___', : � . � I I ; I _.- : : � : O Twin Peaks Dwarf Coyote Brush I , ------'1111.\f....._ _._-_._ : ; M : � ; � I � I ! � , : -01- * : � � ,"'I/ I � . i I , �I I 1_�/ ; : 1\1/ \L/ ,1/:; I �\!/ 1�/ i I t � \tl ; \1/ > \1/ ,!,/ 11�/ \4/ \4/ \i/ \i/ \1/ \�/ � \11, \t/ Ill/ \v \I/ \1/ \1/ 1�/ \j/ : \!/ \11/ \[/ 14/ \1/ \1/ \�/ \V \1/ \j/ _�/ \1/ \i/ \�, \1/ \1/ : I : z : : : ! ; :: : . ; ; ; ; . Calamagrostis 'Karl Foerster TIIIIIIIIIIII` � � 1 5 Gal @ W O.C. 644 AA -3.12 : : z i i : : � : ,; / : Z � \1/ : ; ; \�/ . \i/ \1/ \[/ \i/ -,�_ q, \i/ _�-/ J \1/ \Ie/ \41/ \I/ \�/ 1'/ \j/ 1�/ \t/ 1 ,,�/ \t/ 1�/ \J/ \J/ \1/ 14/ %�/ \1/ \41, \!/ 14/ \1/ \1/ ,I/ : I \�_ \P I P & 14/ ; \1/ \[/ \I/ \j/; \[/ : Karl Foerster Feather Reed Grass C - ; ! ; . : � ; : ; . I : : � : : : . : ! � : : - I : � ; : : : t ! ; : W I : : , : � I Z ; : \1/ \i/ \1/ �I/ \1/ M \1/ 1 \1/ _V \1/ \1/ \�/ \1/ \1/ \�/ \1/ \L/ \1/ \j/ \P \j/ \�/ \4/ \j/ \j/ \1/ \j/ q, \�/ \1/ \4/ \�/ \!/ \1/ \1/ \1/ \1/ \1/ 1�/ \4 \1/ \1/ \�/ I \[/ : \[/: � Cercis occidentalis � I : : ! � � . : : AA.3.112 : : � " I 15 Gal 24 (O : : : ; i I . >*< � : : ; z � � I I I : I -1- ... : 0) i : � .1., : Western Redbud I ! I : i � I M ,\!/ \/1 \�/ \t/ 1�/ \4/ \j/ \�/ \1/ \IA". \L/ \/1 \1/ \1/ 11�/ \4/ \1/\/1 � I , I I , I : : : : m : ! � \ < ! ! 1\1/ � I Juniperus chinensis Pfitzeriana Compacta ; : � : ; . ! : v : � I : 1\1/ \4/ ./ \i/ \I/. \i/ \L/ 14- _,�/ 1�/ \4/ -Q/ 'IV \1/ \I/ \V \11 1. " : -4/ \�/ , -4/ \i/ 1, N/ : . \1/ \!/ \[/ \j/ \1/ TURF ,,4/ : . , \� 5 Gal @ 300 O.C. 281 4-3.12 \�/ \1/ \1/ i \[/ \� \1/ _,L/ -4/ \1/ \!/ \�/ \1/ A 21 X \1/ \�/ 1�/ \1/ i i : :✓ o ; & Nick's Comped Pfitzer Juniper M .I.... I-- - - - � .. - ... I .. ....... . ... .. ........ - � ... I .. ..... ... 1-11 - I ...- ... � .. . ....... � - � ...... . . I . ..... I - - - ................. .. .. ........ - � ... ... . I..... - -, . .. .... : : � . ; ... ............ __ � , - � . ........................................................... ...... . .. ___ ..........1.....11................... � ...... � ......... .. � ". � . . .......... � ... � ............... .............. � .............. ... ..... __ ... ___ ........... � ......... � ...................... ,"".-I-., .... * ......... . : ............. ---1-11.1.1 ....... I ............. -.111--1 ... 1-1 ... I ................. I ... .......... 1- ...... I .... I-, 1-11 11 1. ................ � ............ - ....... ........ - -11-1 - .................... - ......... � .... ....... � I -11 ... - ..... I .......................... 1-1-1.1 111.1 I ..... I .... 1-11'.... ...... I ................ -1-11.1-1- I . ..... I-- ........ � ..... � ............. - .... I ... I., .... �� � - ... � ......... I i i . t : : I : ; . : : : ; 11 : 21 \L/ \11/ \1/ \t/ \111/ \1/ \L/ ,�I,/ \i/ Ill/ \1/ \�/ \1/ \1/ \1/ \t/ \1/ q/ \�/ \1/ \j/ NI/ \1/ \1/ 1�/ \!/ \1/ \1/ -\.I/ \1/ 1�/ -I[/ �F* ..... . . i , . ...... .... ............. * ..... ........ q/ 1�/! \1/ ! \1�_ : N/ : \1/: Ii/ I\I/ 0. i z i : ; ! . ; : . ; � . � . Lantana camara 'Monine' : t 1 Gal 0 240 O.C. 755 AIL3.12 : � ; "I/ , 0 - Ill : I : i ; \V... \[/ \i/ \/i F�) � I ; : " ,�/ 141 \1/ \�/ \1/ \V \v \[/ \I/ i 1�/ \[/ \t/ \I/ \1/ \1/ \[/ \i/ \1/ \4/ \1/ \/ \1/ \J/ \j/ 14/ \41 1V 11J/ \4/ \1/ \!/ \�11 \J/ \[/ \4 \1/ I \!/ � : \4/ Spreading Sunshine Lantana i : : I I ; :✓ : : : I � I % . : i - - Uj 6 Cn . � : � � ! : . I ; ; I -1/ \�_ Mahonia repens i \�/ \�/ It/ q, \1/ \t/ \t/ 1�/ \i/ \k \1/ \�/ \1/ \1/ \1./ 1�/ \11/ 1\1/ \1/ ; _11 \1/ \4/ \�/ \\L/ \1/ Ili/ \111/ \L/ \�, \i/ It/ \4/ 14/ \i/ \4/ ; i , I \�, \1/ ,!, .-I/: ,,I, \�, � \1/ � -j/ 1�/ . : . � : ; : . � I 1 Gal @ 180 O.C. 735 2 (5 z I I A/1-3.1 ! : � : I � Creeping Mahonia ; i t ! � .� I 2 I "j/ � : . ; \�/ \1/ \L/ : \1/ : \J/ ; \k' -4/ � � \11/ 0 \L/ 1\V I \1, \j/ \t/ \11 \t/ \1/ -,�/ 1 \�/ 1�/ \1/ \,!/ \!/ \1/ -1/ -J/ \1/ \[/: \�/ -\/t 14/ \1/ 1�/ \1/ \L1 1�/ 1�/ 1�/ \_L1 \i/ \1/ \4? : . I z : � : � � f � : . . : ; � � : . I ,�/ \�/ i : ; I < ! : � t imu us aurant acus ; : ; ............ � ... -, � 5 Gal 30 AIL3.12 : Sticky Monkey Flower ; t ; � ! . � : � . � Muhlenbergia. rigens : : : . S I : ;: \V! : \1/ \1/ � J 1�/ q/ 1�/ \4/ \1/ 1�/ \,./ \P \�/ : 1�1/ \4/ \1/ \11/ \1/ \�/ \[/ \!/ \1/ \J/ 14k \J/ \4/ : \j/ � \�/ \� . ; : I � : ; : I ; ; : w t : : . : � . : ; 1 Gal @ 3(7 O.C. 7620 A/L3.12 ; i : \\"I \1/ \1/ \111, \1/ I \1/ \1/ \1/ \1/ N4/ �/ �/ N/, ",/ '1/ 0 : : Deer Grass : : I . . ; �., � ; ; � � N/ � ,; ; t \ ; ! \1/� \[/ \[/ : : \4/: ; � I > I,/ \t/ \1/ \i/ \,/ \�", \t/ \�/ \1/ \1/ _�/ \i/ \[/ \t/ \1/ : IQ/ \[/ \1./ \v 1�/ \1/ \4/ \1/____ .. . ..... _� \[/ \!/ \[/ \1/ \I/ \1/ \j/ I \1/ \1/ 4/ : : I - 1�-/ � �, _ t ____ : I c � ; : � I I � � ; : : . _-- ...... - ...... : I : : f ,_ . � Rosmanhus officinalis "Prostratus' f^ : I : " -,-. ', ; : . .� I P � " . q�, � , . \i/ . I . , : . 'JA , , -1 \i/ 1�1/ \1/ ; '-,I/ 1 Gal @ 24N O.C. AIL3.12 � : : � : . ; \41- \,�/ , \[/ -4/ 1\1/ \!/ 1�/ \1�1 \�/ 1�/ \,!/ -4/ \�, \�/ \J/ \1/ 14/ \11/ \�, 14/ \1/ ., \1/ \!/ \!,/ "\P \L/ \�/ I/ \[/ \1�1 j, \1/ \1/ I \� I a 1 182 ; \[/ \t/ ., � ; � : Vj . . : : z . \L/ , Rosemary 1\1 � ! : \, : ! x ; 1\ ; : ; : I z % / 4 \j/ ; : I I I : I : . \ 1 ,/1 i q : : : . � i 1IIIIIIII- q \!/ Ill/ 14/ \1/ \t/ 14/ \[/ \�/ : 14/ 1�/ 1�/ 14/ 1�/ 14/ 1�/ I& : . 1�/ 1�1/ 14/ 1� . ! \ ,I/ -I/ 14/ 14/ \I/ \t/ : 1�/ \[/ 14/ \1/: \�/ 1�/ ; : 111A \"/ � \!/ \4/ 1: : � � : ; : � : � : i/ \�/ \1/ \j/ \�/ \!/ \V � \ : I : : : : ; � : . Phormiurn tenax 'Dark Delight j \1// ; . . � . . I . . 6 Gal 27 AU.12 X I \ . (�) Red New Zealand Flax \1/ \1/ NI/ ,�/ \ \1/ 11V ,<!/ \�/ \�/ \i/ \�, \�, \�/ \[/ \1/ \L/ \1/ \[/ 14/ 14/ \j/ \1/ \J/ / \j/ 1�/ 1�/ . / . . / \ : --lr-' \ : / : ; / I : I : I � : I \ \1 : : : : \,,/ ; : z ,�./ � , - I _ - --i _j 0 : " q, 'j., \/1 \1/ \1/ \1/ \1/ \1/ 1�'� \4/ � : \ . I : \�, 1�/ \L- \1/ \4A, '4/ 14/ \I!/. \I/ _1� \J/ 1�/ \t/ \1/ \�/ 1�/ \J/ \1/ \�/ ; \1/ \t/ \I/ \1/ \t/ \�/ \I/ \L/ 11 : Ii/ ; \1/ I \1/ " \1/ t � . / 1\ i : 7 : I T � I t . I � . . : i I I 'IN.... 11 11 : : . iiiiiil 111, 0101\ �IIIIIIIIIOFN 0. 11 ,j/ : , I . � , ; i : i . : : 5 \t/ 1 � 11 \1/ \J/ : 1�1/ \1/ � �/ \11 \j/ . \1/ � : \t/ \!/ \1/ \�, \1/ \111, \[/ 1�1/ 1�/ \j/ � \1/ 1�/ \!/ \[/ \�/ : 1�/ \1/ \[/ \j/ \t/ \�/ \J/ \i/ \J/ \V1.1 \�/ \1/ \4/ \1/ \!,./ 1�/ \1/ ,�/ \i/ \t/ i . : � : I I � r : : 11 � I ; : . I � f � . . � � i � I : (1) i i � I : : : ; I I f. ; � 1 \1/ � w ; \\L/ I : -, : 1\1/ �� : � : . 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I � :\I/ i z I : \I/ \/1 : -1/ \j;,_ \t/ \1/ � � 14/ � ,I/ � I : � � 14/ I ; , I I I \�, _�/ \1/ \1/ / 14/ \�/ 11�/ \4/ \1/ : \�/ q, \1/ \�/ \i/ \1�1 -4/ _j/ -1/ _V-11 -1/ -4/ \�, \1/ \�/\ \[/ \1/ \!/ \�, ,A/ \f/ _�/ _11/ \4/ \�/ \1/ � : � \ / : � � ; � I � t � : i . � I � I r � I i 11 ; : t / ; ! \ , t : : � � I � / . : \4/ 1�/ \[/ \�� 114/ 1 \�/ - � ,P . \I/ : \NV/ I - ,�/ \i/ \/1 \1/ \1/ 'I/ I ,!/ : : I I : 1�/ \1/ \[/ / \�I/ \4/ \1/ 1�/ 4 q, \V .-4/ \1/ \�/ \!/ \1/ \1/ \1/ i \!/ \1/ \t/ \1/ 1�/ / \1/ \j/ \I/ : �4/ \1).... I . 14, ; : � . : � : . : � : i : � : ; : ; i . / : � I I : : I \j/ \* I ; ; . : . ..... __ ... ; : : � . : . . . I \ � : : i ; I (j) : : ..... I .... I ... � ; ; ; � ; : � I : : : � . : I --- ! : � ; : . ; : . f%tw t � z : 1,1, : � 1, / 1101 -4 : I � j I : . � � ; ""/ "I/ , �J/ I \t/ It/ ; \j/ ; \4/ ; : : - : \Vi / \V \I/ \�_ \t/ \L/ \� : \�e \1/ � 1�1 ; \1 \1/ : \V � � , . � ; � : i � I I \1/ \P \I/ , \j/ \j/ \t/ \�-, \j/ \1/ 1 \�-/ \4/ \[/ \11/ \1/ -4/ 1�/ \J/ \,/ \,/ \"/ \,/ \11/ \J/ \11 / i : i : i i U. t ; I \, 1� I ., � \ : i : z . : . w : , . � . . � x � : , : : : � I \1/ : : t � . : I_ , : : : : � . I \�, \i/ \j/ - ",\t/ \i/ \1/ \J/ \1/ -4/ I \1/ \�/ \L/ -\V \1/ \1/ \1/ \J/ \j/ I _�,/ \J/ \j/ \!/ \1/ \[/ \i/ ,I/ f � � : : � : i W \�___' 1�/ \1/ \i/ \�/ \4/ \1/ \1/ i4/ ,I/; \i/ \1/: \L/ ; 111;1 \1/ \i/ \1/ : _ : ; ; : I � . . � z ; . - : i ; . I � I � . � I T _ ; : `��,______ - ____ ...... ....... ___ : __.- ____------ : - - i : ] � - 7.9-166 < PV% I MATCHILINE SEE SHEET L3.03 ULl I - -- I File Name: Drawn: � solowilq�z Aon%, BAKERSFIELD SPORTS VILLAGE 1% Job No.: 3167 Engineer: LANDSCAPE PLANTING PLAN 102 - ----- - !4 - ) "& t4 16 0 ) CI I I %,.,,;F BA'F%,-,."Ep"n"'6'0""kFIELrLO."'/k U` ALI F(DoNiNIA P U B L I (0.";%' WORKS P' Job mok 7 Date: 01-26-09 Checked By: MML PHASE � � I .1 I Ail frees standard bronchi SYMBOL NAME 7/7 r 7 ----------- - - ------------ \V 14, V \i/ A/ \t/ \r ........... . ... --- - --------- ------------ ............ .......... \j/ A/ . ..... ............ q/ \1/ _Q/ \1/ \i/ \1/ -4/ -4 \1; Q/ \1/ \i/ \t/ `I/ .. . . ........ ........................................ \ .............. . ........ .......... .......... ......... . . ................... ----------- ........................ . ._..\.4l/._....../._ .. ......... ... . ......................... ... A/ 14/ IF ........ .... 11V .... ............ . .. . .. - ----- .... - -------- . ...... ............ NI/ ,� ^ ^ q, 4/ \P 4/ 14/ \L/ \1/ \1/ r \j/ \i/ \j/ \1/ \V pp- + \4/ �j 41 \i/ .......... . .................... .......................... ........... .................... ...... . ..... .. 'IV MOWCURS, SEE],)ETAILD, SMET .1 + \1/ \4/ \j/ 14/ \1/ ............................ . . . .......... ............ ........... ........... .................... ..... . ... . ......... .......................... ........... ............ ............. ....... ............... ............ ....... ... L.... . ............... . N1,...._................._-\} .1--_ ....... .... . .................. ......... ................. ............... .. . . . . . ................... . . . ............... . .............. ............. ................. . . . .................. . ... . . ........... . . . . . ........ ........ .... ............ ......... . \V ..- — ------- ..... \1/ ... .............. \V IV It It' . .. ............. ... 41 --- ------------------ - ------- A J/ q./ A 4/ NI/ 14/ ................. .................. . . . .......... ..... . ................. ..... .... ....... - ------------------ - ---------------- + \J/ \1/ ............... . . . ......... + 0 Z. ................... ... . ........... .............. ........... ....... . . .. ........ . .......... ...................... .......... ..... .. ... . .. ................. . . . ................. .. ... 41 .. .... - --- - ----- - - ----- -- 4/ ....... . -------- \1/ - - --- --------- W . . ....... NJ/ \4/ \V . . .......................... M................. ............... . .. . . -14, . ....... ------------- ............ Cn \_J FT ................ .. .... M m + 4 X \j/ \j/ \4/ \11 / W M -- ........... ..... ............ ....... ... . ...................... . .... .......... . ..... . .. 4 Z, 111 ilk Let I lei;l ILI I RNMU911 Iffiq looly, -4/ A se x/ 10NIF10"M1 1pN .IIViM ti4/ \V \V ,iv :\1�/ AN A cam o. , : /i► I nd R 0 1q, 001 QW, lqllpn� AS A \i/ N/ \V IV W IV IV IV \V IV IV "I IV IV IV Nt/ \j/ \t/ W q/ \V \1/ 14/ \1/ \1ir \1/ \J/ N/ NI/ -J/ \t/ \t/ \1/ U \j/ \1/1 \V W ✓ N11 IV \V W N/ \V `i/ IV \V \V \V -4/ x/ 10NIF10"M1 1pN .IIViM ti4/ \V \V ,iv :\1�/ W ga ) - Mll Froi r/ "W Sm IV t, n Ah. N 11go's"t . . ......... .............. 1/7 .. ................. �/ .............. ........... ................. -AWW'Sk. J/ \j/ q/ i -I/ \11 \1/ \1/ \1/ \j/ TI All IgIT01 .................. ........................ ............... Ir _Q/ All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. IV& Imp Old IV \1/ ........ - --------- - --- \1/ 2. In all shrub and groundcover areas apply 2" layer of redwood mulch per specifications. / 14/ 14- 14/ -A/ ',I, Contractor shall submit sample to landscape architect for approval. A/ \/1 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5' of any hardscape element shall recleve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, Sheet L3.12 for information. _................ ............... .................. .......... Nil - --------- . ..... . ................. \V 4 . . ...... 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. It utilities Interfere with tree or shrub planting, the plants are to be planted at the direction of the \4/ landscape architect. \1/ \1/ N/ 14/ \1/ \L1 \i/ N/ \V IV W IV IV IV \V IV IV "I IV IV IV Nt/ \j/ \t/ W q/ \V \1/ 14/ \1/ \1ir \1/ \J/ N/ NI/ -J/ \t/ \t/ \1/ U \j/ \1/1 \V W ✓ N11 IV \V W N/ \V `i/ IV \V \V \V \1/ 4/ 14/ 10 o REVISIONS No. DA TE 2 3 DESCRIPTION —..PTDESIGN landscape architecture I urban design I planning tt-A 0 844 East Green Street, Ste 201W31/09 EFOrdw Pasadena, CA 91101 .03-27-M T 1626.795.2008 F 1626.795.2547 bii www.epklWgn.com CA%- PKNTIN6<EGEN Tree Mtrees amstandard SYMBOL NAME SIZE QTY DETAIL Liquidambar styraciflua 24' Box 17 A/L3.12 'Rotundiloba! Lagerstroemia x faudei 'Natchez! 2*' Box 19 A/L3.12 Natchez Crepe Myrtle Pinus sabiniana 24" Box 42 A/L3.12 Foothill Pine Platanus racernosa, 24!'Box 88 AIL3.12 California Sycamore Populus nigra'Italica' 24•1 Box 58 AIL3.12 Lombardy Poplar Quercus chrysolepis 24!' Box 24 AIL3.12 Canyon Live Oak Quercus lobata, 241 Box 1 A/L3.12 W Valley Oak W X Quercus suber 24" Box 50 A/L3.12 100% Cork Oak PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens 'Desert Carpet 1 Gal @ 51 O.C. 2422 A/L3.12 Desert Carpet Acacia Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana 'Sundsd 5 Gal 9 AIL3.12 Sunrise Tequila Agave Baccharis pilularis Twin Peaks! 1 Gal @ 4! O.C. 1770 e Twin Peaks Dwarf Coyote Brush A/1.3.112 Calarnagrostis 'Kad Foerster' 5 Gal @ 30' O.C. 644 AA -3.12 Karl Foerster Feather Reed Grass >e< Cercis occidentalis 15 Gal 24 A4.3.12 Western Redbud O Juniperus chinansis Pfitwrima Compacta 5 Gal @ 305 O.C. 281 AU.12 Nick's Compact Pfflzer Juniper 0 Lantana camara 'Monind 1 Gal @ 242 O.C. 755 AIL3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal W O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 AIL3.12 Sticky Monkey Flower 0 Muhlenbergia rigens 1 Gal @ W O.C. 7620 A/L3.12 Deer Grass Rosmarinus officinalls 'Prostratus' 1 Gal @ 24u O.C. 182 AIL3.12 Rosemary I Phormium tenax 'Dark Delight 6 Gal 27 W.12 Red New Zealand Flax � I I 0 5 10 20 40 Feet 7.9-166 \imw iin ='ii min I M *M6 ami-,/Emonwi i Sim 0 I" � 'W= MATCHLINE SEE SHEET L3.04 File Name: Drawn: BAKERSFIELD"' SPORTS VILLAGE Amb, K M E E W W N IV Job No.: 3167 Engineer: LAND"SCAPE PLANTING PLAN Cff,�, OF BA'N""Emormi","O'bm*'FIELL. A L I F 0 R""I"No I A PUBLICIA/0"'RKS mu"EPARTMElk IT 7 Date: 01-26-09 Checked By: MME PHASE I L3 3 x/ 10NIF10"M1 1pN .IIViM -4/ ga ) - Mll Froi r/ "W Sm IV t, n N 11go's"t -AWW'Sk. J/ All IgIT01 IV& Imp Old IV \1/ \V \1/ 14/ 14- 14/ -A/ ',I, \1/ 4/ 14/ 10 o REVISIONS No. DA TE 2 3 DESCRIPTION —..PTDESIGN landscape architecture I urban design I planning tt-A 0 844 East Green Street, Ste 201W31/09 EFOrdw Pasadena, CA 91101 .03-27-M T 1626.795.2008 F 1626.795.2547 bii www.epklWgn.com CA%- PKNTIN6<EGEN Tree Mtrees amstandard SYMBOL NAME SIZE QTY DETAIL Liquidambar styraciflua 24' Box 17 A/L3.12 'Rotundiloba! Lagerstroemia x faudei 'Natchez! 2*' Box 19 A/L3.12 Natchez Crepe Myrtle Pinus sabiniana 24" Box 42 A/L3.12 Foothill Pine Platanus racernosa, 24!'Box 88 AIL3.12 California Sycamore Populus nigra'Italica' 24•1 Box 58 AIL3.12 Lombardy Poplar Quercus chrysolepis 24!' Box 24 AIL3.12 Canyon Live Oak Quercus lobata, 241 Box 1 A/L3.12 W Valley Oak W X Quercus suber 24" Box 50 A/L3.12 100% Cork Oak PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens 'Desert Carpet 1 Gal @ 51 O.C. 2422 A/L3.12 Desert Carpet Acacia Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana 'Sundsd 5 Gal 9 AIL3.12 Sunrise Tequila Agave Baccharis pilularis Twin Peaks! 1 Gal @ 4! O.C. 1770 e Twin Peaks Dwarf Coyote Brush A/1.3.112 Calarnagrostis 'Kad Foerster' 5 Gal @ 30' O.C. 644 AA -3.12 Karl Foerster Feather Reed Grass >e< Cercis occidentalis 15 Gal 24 A4.3.12 Western Redbud O Juniperus chinansis Pfitwrima Compacta 5 Gal @ 305 O.C. 281 AU.12 Nick's Compact Pfflzer Juniper 0 Lantana camara 'Monind 1 Gal @ 242 O.C. 755 AIL3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal W O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 AIL3.12 Sticky Monkey Flower 0 Muhlenbergia rigens 1 Gal @ W O.C. 7620 A/L3.12 Deer Grass Rosmarinus officinalls 'Prostratus' 1 Gal @ 24u O.C. 182 AIL3.12 Rosemary I Phormium tenax 'Dark Delight 6 Gal 27 W.12 Red New Zealand Flax � I I 0 5 10 20 40 Feet 7.9-166 \imw iin ='ii min I M *M6 ami-,/Emonwi i Sim 0 I" � 'W= MATCHLINE SEE SHEET L3.04 File Name: Drawn: BAKERSFIELD"' SPORTS VILLAGE Amb, K M E E W W N IV Job No.: 3167 Engineer: LAND"SCAPE PLANTING PLAN Cff,�, OF BA'N""Emormi","O'bm*'FIELL. A L I F 0 R""I"No I A PUBLICIA/0"'RKS mu"EPARTMElk IT 7 Date: 01-26-09 Checked By: MME PHASE I L3 3 x/ 10NIF10"M1 1pN .IIViM ga ) - Mll Froi r/ "W Sm t, n N 11go's"t -AWW'Sk. All IgIT01 IV& Imp Old \1/ 4/ 14/ 10 o REVISIONS No. DA TE 2 3 DESCRIPTION —..PTDESIGN landscape architecture I urban design I planning tt-A 0 844 East Green Street, Ste 201W31/09 EFOrdw Pasadena, CA 91101 .03-27-M T 1626.795.2008 F 1626.795.2547 bii www.epklWgn.com CA%- PKNTIN6<EGEN Tree Mtrees amstandard SYMBOL NAME SIZE QTY DETAIL Liquidambar styraciflua 24' Box 17 A/L3.12 'Rotundiloba! Lagerstroemia x faudei 'Natchez! 2*' Box 19 A/L3.12 Natchez Crepe Myrtle Pinus sabiniana 24" Box 42 A/L3.12 Foothill Pine Platanus racernosa, 24!'Box 88 AIL3.12 California Sycamore Populus nigra'Italica' 24•1 Box 58 AIL3.12 Lombardy Poplar Quercus chrysolepis 24!' Box 24 AIL3.12 Canyon Live Oak Quercus lobata, 241 Box 1 A/L3.12 W Valley Oak W X Quercus suber 24" Box 50 A/L3.12 100% Cork Oak PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens 'Desert Carpet 1 Gal @ 51 O.C. 2422 A/L3.12 Desert Carpet Acacia Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana 'Sundsd 5 Gal 9 AIL3.12 Sunrise Tequila Agave Baccharis pilularis Twin Peaks! 1 Gal @ 4! O.C. 1770 e Twin Peaks Dwarf Coyote Brush A/1.3.112 Calarnagrostis 'Kad Foerster' 5 Gal @ 30' O.C. 644 AA -3.12 Karl Foerster Feather Reed Grass >e< Cercis occidentalis 15 Gal 24 A4.3.12 Western Redbud O Juniperus chinansis Pfitwrima Compacta 5 Gal @ 305 O.C. 281 AU.12 Nick's Compact Pfflzer Juniper 0 Lantana camara 'Monind 1 Gal @ 242 O.C. 755 AIL3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal W O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 AIL3.12 Sticky Monkey Flower 0 Muhlenbergia rigens 1 Gal @ W O.C. 7620 A/L3.12 Deer Grass Rosmarinus officinalls 'Prostratus' 1 Gal @ 24u O.C. 182 AIL3.12 Rosemary I Phormium tenax 'Dark Delight 6 Gal 27 W.12 Red New Zealand Flax � I I 0 5 10 20 40 Feet 7.9-166 \imw iin ='ii min I M *M6 ami-,/Emonwi i Sim 0 I" � 'W= MATCHLINE SEE SHEET L3.04 File Name: Drawn: BAKERSFIELD"' SPORTS VILLAGE Amb, K M E E W W N IV Job No.: 3167 Engineer: LAND"SCAPE PLANTING PLAN Cff,�, OF BA'N""Emormi","O'bm*'FIELL. A L I F 0 R""I"No I A PUBLICIA/0"'RKS mu"EPARTMElk IT 7 Date: 01-26-09 Checked By: MME PHASE I L3 3 MATCHLINE SEE SHEET L3.03 FIN I MEN! ; 1000 ; ions ; now 1 nnn i n nt 1 inne I imon t 1005 , 000 1 INEW I a I anot I imus I inns I ]NEW 1 1000 t INEW i n01r I nor I snE r INER i 00101 i I � I imus r inns 1 inow i onow I nnni I aurin I MEN! i LIMIT OF WORK )tal Number of Large Full Canopy Trees In Parking Lot: )tal Number of Large Half Canopy Trees In Parking Lot: )tal Number of Narrow Full Canopy Trees In Parking Lot: )tal Number of Narrow Half Canopy Trees In Parking Lot: arge Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sc arrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq )tal Area Shaded 70,7 rea of Parking Lot In Square Feet 124,5 itall Percentage of • • CIO ® 10010 MINN UNEI 1000` ai tr00s sre steutd�+d brarwhiv unim spWW o#wWse n® ®nIn. ' ® nan nan .,n. .0001 WINE Man o~ 1000 0001 ®. MINE .0001 Ross ®.. ' rn 0001 INNE 0100' NOW NINE 36 0100 ® Lagerstroemia x fauriei'Natchez' Natchez Crepe Myrtle 24" Box 19 A/L3.12 Agave tequilana'Sunrise' 5 Gal 9 A11-3.12 Pinus sabiniana Foothill Pine 24" Box 42 A/L3.12 \ Baccharis pilularis'Twin Peaks' 1 Gal @ 4 O.C. 1770 `e Platanus racemosa California Sycamore 24" Box 88 A/L3.12 i� IV Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3.12 'Italica! Karl Foerster Feather Reed Grass Populus nigra Lombardy Poplar 24 Box " 58 A4L3.12 A/L3.12 Quercus chrysolepis Canyon Live Oak 24" Box 24 A/L3.12 O Juniperus chinensis'Pt'itzeriam compacta 5 Gal @ 30' O.C. 281 A/1.3.12 Quercus lobata Valley Oak 24" Box 1 AiL3.12 0 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 Quercus suber Cork Oak 24" Box 50 A/.3.12 'r�........_.._._.......�....._......-..."..... Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12 �i� Creeping Mahonia �/ �/ •�/ 5 Gal \i/ A/L3.12 \i/ Sticky Monkey Flower Vii/ �✓ O �/ 1 Gal @ 30" O.C. 7620 AA 3.12 Rosmarinus officinalis'Prostratus' 1 Gal @ 24" O.C. 182 A/L3.12 Rosemary Phormium tenax'Dark Delight 5 Gal 27 A/1-3.12 Red New Zealand Flax 0 5 10 20 40 Feet \1 A/ i A/ \V \ ✓ \% \l/ !/ \V \l% V v l/ l 1, \V yr �' � �/ \J./ \Ir \V v/ ' \V \� \✓ \i/ .............. ........��/.....�.___._. \.� ____. .v�..............._._ .............. ...................... __------------------- .__ ---------- . -_ .................. �v __................... �` ............. ..� i .i/ \1/ ..... ..._............... ..__.._.__ ..................................................... _...... _-_ ............ ................... ............... _....... .__ ....................... ................... �_.. i \V \� M 14/ WI m .................. _._ ... c ....................... �........................_......__...... u \V I VI ...............__ ter................. \l/ \✓ 1 \!/ \✓ v FIN I MEN! ; 1000 ; ions ; now 1 nnn i n nt 1 inne I imon t 1005 , 000 1 INEW I a I anot I imus I inns I ]NEW 1 1000 t INEW i n01r I nor I snE r INER i 00101 i I � I imus r inns 1 inow i onow I nnni I aurin I MEN! i LIMIT OF WORK )tal Number of Large Full Canopy Trees In Parking Lot: )tal Number of Large Half Canopy Trees In Parking Lot: )tal Number of Narrow Full Canopy Trees In Parking Lot: )tal Number of Narrow Half Canopy Trees In Parking Lot: arge Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sc arrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq )tal Area Shaded 70,7 rea of Parking Lot In Square Feet 124,5 itall Percentage of • • CIO ® 10010 MINN UNEI 1000` ai tr00s sre steutd�+d brarwhiv unim spWW o#wWse NINE WINE Man o~ 1000 0001 0001- WInn QTY 01nr INNE Inns nr INNE 0100' NOW NINE 36 0100 ® Lagerstroemia x fauriei'Natchez' Natchez Crepe Myrtle 24" Box 19 A/L3.12 Agave tequilana'Sunrise' 5 Gal 9 A11-3.12 Pinus sabiniana Foothill Pine 24" Box 42 A/L3.12 \ Baccharis pilularis'Twin Peaks' 1 Gal @ 4 O.C. 1770 `e Platanus racemosa California Sycamore 24" Box 88 A/L3.12 Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3.12 'Italica! Karl Foerster Feather Reed Grass Populus nigra Lombardy Poplar 24 Box " 58 A4L3.12 A/L3.12 Quercus chrysolepis Canyon Live Oak 24" Box 24 A/L3.12 O Juniperus chinensis'Pt'itzeriam compacta 5 Gal @ 30' O.C. 281 A/1.3.12 Quercus lobata Valley Oak 24" Box 1 AiL3.12 0 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 Quercus suber Cork Oak 24" Box 50 A/.3.12 Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 A/L3.12 Sticky Monkey Flower O Muhlenbergia rigens Deer Grass 1 Gal @ 30" O.C. 7620 AA 3.12 Rosmarinus officinalis'Prostratus' 1 Gal @ 24" O.C. 182 A/L3.12 Rosemary Phormium tenax'Dark Delight 5 Gal 27 A/1-3.12 Red New Zealand Flax 0 5 10 20 40 Feet \1 A/ i A/ \V \ ✓ \% \l/ !/ \V \l% V v l/ l \V yr �' � �/ \J./ \Ir \V v/ ' \V \� \✓ \i/ -_ .................. �v __................... �` ............. ..� i .i/ \1/ �_.. i \V \� 14/ WI .................. _._ ... ....................... �........................_......__...... u \V I \l/ \✓ \j/ \!/ \✓ v al .. r GUM File Name: Job No.: 3167 Date: 01-26-09 NEW" .. ai tr00s sre steutd�+d brarwhiv unim spWW o#wWse NAME SIZE QTY DETAIL Turf -Per Parks Dept from NAME SIZE QTY DETAIL AG ,, Farms Liquidambar styraciflua 'Rotundiloba' 24" Box 17 q/1-3.12 Decomposed Granite 5 Gal 36 A/L3.12 Drawn: Engineer: Checked By: MML BAKERSFIELD SPORTS VILLAGQ, .. i lit mHVISIONS No. CSA TE 63T / 1 DESCRIP TION Mi 2 9 91 *d Le -It Lin landscape architecture I urban design I planning 844 East Grow Street, Ste. 201 Pasadena, CA 91101 T 1626.795-2008 F 1626.795.2547 www.eptc6ign.com P NTING EGEN . Trees ai tr00s sre steutd�+d brarwhiv unim spWW o#wWse NAME SIZE QTY DETAIL SYMBOL NAME SIZE QTY DETAIL 0 Liquidambar styraciflua 'Rotundiloba' 24" Box 17 q/1-3.12 Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 ® Lagerstroemia x fauriei'Natchez' Natchez Crepe Myrtle 24" Box 19 A/L3.12 Agave tequilana'Sunrise' 5 Gal 9 A11-3.12 Pinus sabiniana Foothill Pine 24" Box 42 A/L3.12 \ Baccharis pilularis'Twin Peaks' 1 Gal @ 4 O.C. 1770 `e Platanus racemosa California Sycamore 24" Box 88 A/L3.12 Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3.12 'Italica! Karl Foerster Feather Reed Grass Populus nigra Lombardy Poplar 24 Box " 58 A4L3.12 A/L3.12 Quercus chrysolepis Canyon Live Oak 24" Box 24 A/L3.12 O Juniperus chinensis'Pt'itzeriam compacta 5 Gal @ 30' O.C. 281 A/1.3.12 Quercus lobata Valley Oak 24" Box 1 AiL3.12 0 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 Quercus suber Cork Oak 24" Box 50 A/.3.12 Mahonia repens 1 Gal @ 18" O.C. 735 PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens'Desert Carpet' 1 Gal @ 5' O.C. 2422 A/L3.12 Desert Carpet Acacia 0 # Agave ferdinand-regis x scabra 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana'Sunrise' 5 Gal 9 A11-3.12 Sunrise Tequila Agave Baccharis pilularis'Twin Peaks' 1 Gal @ 4 O.C. 1770 x'12 Twin Peaks Dwarf Coyote Brush Calamagrostis'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3.12 Karl Foerster Feather Reed Grass Cercis occidentalis 15 Gal 24 A/L3.12 Western Redbud O Juniperus chinensis'Pt'itzeriam compacta 5 Gal @ 30' O.C. 281 A/1.3.12 Nicl<s Compact Pfitzer Juniper 0 Lantana camara'Monine' 1 Gal @ 24" O.C. 755 A/L3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal @ 18" O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 A/L3.12 Sticky Monkey Flower O Muhlenbergia rigens Deer Grass 1 Gal @ 30" O.C. 7620 AA 3.12 Rosmarinus officinalis'Prostratus' 1 Gal @ 24" O.C. 182 A/L3.12 Rosemary Phormium tenax'Dark Delight 5 Gal 27 A/1-3.12 Red New Zealand Flax 0 5 10 20 40 Feet 7.9-166 SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 Total Percentage of Area Shaded: 56% Percentage of Evergreen Trees in Parking Lot: 22% LEAD TIME ON SOD AND PLANTS THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. SUBSTITUTIONS SHALL NOT BE ALLOWED. PLANTING LEGEND: Groundcover SYMBOL NAME SIZE QTY DETAIL Turf -Per Parks Dept from AG Sod Farms Per Specs 900,000 SF QTY __-__-_w_I Decomposed Granite Per Specs 400 SF 17 PLANTING NOTES 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5' of any hardscape element shall recleve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, Sheet L3.12 for information. 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect. I LIMIT OF WORK . . .. . ......... ............ . ..... ....... - - - - -------- ......... . ........... OUTDOOR CV4g4GE .......... 'A/ \j/ --7 REA ........ -.... ..-........ - ---------------- - - - - -- - -------- ------ A -4 =_ - ............... .L._......__-_._� ._ 0 J, 0 Z 0 .............._ . . . ........ ! . ............ M Z .......... ................ ................ ....... . ...... ...... . . . ............. ELEC. 4 ......... .......... .................. ............ ... ................ . ..... ..... . 0 > . . ............ M Z \j/ A\i/ Q/ Z M 14/ Z . ........ ...... A- ........ . .. .. . . . . . .............. ....................... .......... . .. . .............. .................... . . ........ . .... . . ........ .. ..... . ..... A/ NI/ 4 Z X W1 4/ !V/ W1 [71 (*)Uv Q M -Q/ M M• 4/ .. ................. .. �1/ ...... . ......... \k ......... . . ...... �Iiz . . ................ .......... . . ............... T � ? ; a................. .......... ... . . . . . ..................... .................... ..............__ __ M . . . . . . . . . -4 7 - -. ._ � E j ab . �� 'biz ,&.> - ` ! �/ `�\� ✓ '� j' 1 ``., . . . ....... J . . . . . . . . . . \j q/ 0 IV V i - �- j/ Im Icn M M .......... . . .......... .......... . . . . . . . ----------- ... . . . . . ........... I T M U . ................ .............. \iV l4l/ \J/ -4/ TURF TURF v \ �.... ; ,,, \ / \% \� i �, ,1, w A/ X. . . . ............ . . . . . . . . . . \P A/ . . ........ . . \V \-V \41 ... ......... A/ 0Aje NI/ ............ . .......... . . . . . . . . . . . . .......... .... . . . . . . . . . . . . . . . . . . 4- 14/ .4/ 4/ 0�/ .......... JI/ lA t\✓ \✓ \1/ \lam \v ;` :� \1/ \1/ \% �/ \1/ \i ? ,;'✓ �L j -I-------___........ _ '�' _._......\.`\ � _.-..._- _______............`\ . .._ � \I/ \% ; \jr \✓ \1/ \1r \� v ^.I/ \l,' \v ,.� \l•' ,j W "V \v ,l/ \�' \✓ �1i \l/ \'✓ \� \t/ \J/ ( \i W \ !u \✓ I � s ' !f \� ' � � \j/ \L' ? �`.____j_. % \V \1/ u \✓� ,,� \!% \v \!r �:' `\ \✓ u 14/ ............. ........... . ........... ..... .......... . ....... IV x ...... \I/ Q/ V i _/ . ......... Mwir OWN 10M mmwl/� weir aim om 1/� Nimb N1 I am 'k" NNW /=I am win OWN( a= . ....... L MM. M�= *Mr -106 ML �5 �= � womi � � - / � MWE - � 1 Elio am �-40= RUN/ om mis =Elk/ ww"hEVISIONS No. DA TE 03,,`27,,09 2? 07,09 09 1 5.s \sV:b tA \-r 3T 4T DESCRIP TION landscape architecture I urban design I planning A inn 844 East Green Shve, Ste. 201 _ix 8/31/09 50blon Date Pasadena, CA 91101 (P 07/09/09 T 1626.795.2008 IF 1626-795-2547 ATF O www ept&sign.corn OF CA PLANTING LEGEND: Trees Ail um ares branching unWs specMed otherwise NAME SIZE QTY DETAIL SYMBOL NAME SIZE QTY DETAIL ® Liquidambar styracfflua 'Rotundilotd 24» Box 17 W.12 Agave terainana-regis x scaura 5 Gal 36 A/L3.12 0 Lagerstroemia x faudei 'Natchez' Natchez Crepe Myrtle 240 Box 19 A/L3.12 Agave tequilana 'Sunrise' 5 Gal 9 A/L3.12 Pinus sabiniana Foothill Pine 24» Box 42 AA.3.12 Baccharis pilularis 'Twin Peaks- 1 Gal @ 41 O.C. 1770 A/1-3.12 Platanus racemosa California Sycamore 24» Box 88 A/L3.12 Calamagrostis 'Karl Foerster' , 5 Gal @ W O.C. 644 A/L3.12 'Itallica! Karl Foerster Feather Reed Grass Populus nigra Lombardy Poplar 24"• Box 58 A/L3.12 •Canyon Quercus chrysolepis Live Oak 24" Box 24 A/L3.12 O Juniperus chinensis Pfitzeisna Compacta. Nicl<s Compact Pffter Juniper 5 Gal @ W O.C. 281 A/L3.12 Quercus lobate Valley Oak 24° Box 1 A/L3.12 A/L3.12 Spreading Sunshine Lantana Quercus suber Cork Oak 24' Box 50 A/L3.12 A/L3.12 Creeping Mahonia PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL Acacia redolens'Desert Carpet 1 Gal @ 5' O.C. 2422 A/L3.12 Desert Carpet Acacia Agave terainana-regis x scaura 5 Gal 36 A/L3.12 Sharkskin Agave Agave tequilana 'Sunrise' 5 Gal 9 A/L3.12 Sunrise Tequila Agave Baccharis pilularis 'Twin Peaks- 1 Gal @ 41 O.C. 1770 A/1-3.12 Twin Peaks Dwarf Coyote Brush Calamagrostis 'Karl Foerster' , 5 Gal @ W O.C. 644 A/L3.12 Karl Foerster Feather Reed Grass Cercis occidentalis 15 Gal 24 A/L3.12 Western Redbud O Juniperus chinensis Pfitzeisna Compacta. Nicl<s Compact Pffter Juniper 5 Gal @ W O.C. 281 A/L3.12 0 Lantana camara 'Monine' 1 Gal @ 2411 O.C. 755 A/L3.12 Spreading Sunshine Lantana Mahonia repens 1 Gal @ 1811 O.C. 735 A/L3.12 Creeping Mahonia Mimulus aurantiacus 5 Gal 30 A/L3.12 Sticky Monkey Flower 0 Muhlenbergia rigens 1 Gal @ 301, O.C. 7620 A/1-3.12 Deer Grass omosmarinus officinalis 'Prostratus' 1 Gal @ 24" O.C. 182 A/L3.12 Rosemary Phormium tenax 'Dark Delight 5 Gal 27 A/L3.12 Red New Zealand Flax 1 -1 1 1 iii i i 0 5 10 20 40 Feet 7.9-166 MATCHUNIE SEE SHEET L3.06 ... of File Name: Drawn: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELD CALIF 0 RNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: LANDSCAPE PLANTING, PLANL3.O5 Date: 07/09/09 Checked By. MML PHASE I � . - I I I . REVISIONS I . 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I ,Q/ \�/ \J/ ,4/ \!/ \j/ \j/ \1/ ,�/ ,�/ \J/ q, \�, \1/ \t/ \�/ — ( , , i . . . . . . . . . . 1^1 .� : -a I !Nv- : . - - I`— : Quercus chrysolepis : - - I - I - � - - I - I � - . ` "' \i/ \[/ \11 \�/ �,!/ \�/ \1/ "ll/ \[/ \j/ � \i/ \/ \,[/ : ', I � I I . . I . I I , -1 '11/ I I i - I I , * I , I r- t � - . I . I I � . I � � � I 1� * 24" Box 24 AA -3.12 � - - - , , I .. Z 1-1 ...... -,4-/ ............. 1- e -_- - I i � --�$7 �/ , I . I . I I I I t I . � I . I . . I .. I t 1^1 \!./ t . i Canyon Live Oak --:",-* ..... -V_11"1*-- ....... V ... .. -r- ........... ;t . ............ . �/--i ... ....... ..... . . ,� .... \1 .. ..................... ........ 4---,,--.. \�/ \j/ \J/ \. \V . . ........ .... I I 'u \1/ �, \I/ V \� \!/ \�/ 14/ IA/ \�/ \�/ 1�/ \�Ir \�, \1/ i i \ . M I . � 1- , ; � , I . ..... - : I . I ". ; — ... '."—____F . ...... * ..... *,,,___ � -. _______ ............. _____..._ ........ __ . . . _ .... � . I � . . . . I . . � . . I . � / " ..... I ... r .... -1 ....... __ ... ... � ....... ..... � ...... . . .... � __._..... __ ........ � ....... ___ --------- . ........................... � ........ __ ... � ...... .. I I— - - ... - � - --_._1-.__ ca 11 ... * ... : i "I 1-11 . I : I I . . : 11 : , : — : M \I/ \11/ \11/ \1/ \�/ A/ \l/. \l,/ \1/ X ,�/ "'� : M I 1 \4/ \i/ \!/ 1�/ \1/ \1/ + �1 I . I . . I . I . . . . . I . I I . . I . I \�/ \j/ \:,/ \�!/ � . \J/ \�/ AA \1/ , \�/ -�,/ \/1 \1', : ;j i \1/ : l: z i it : : : : e ! � ; : : � : I. n 1 � I I . I I I I . I : : i ; D I : : . . . . . \i/ : \I, � ....... . U ; cill / ; : : \1/ 1V \1/ I \I/ I I I . ,\I/ \J/ 4/ \�/ - : 'i, ,1, 'j, . Ili, \!/ ,l/ 1;/ � \:/ 'l, I 0) \[/ ! \[/ \1/ \L/ 1�/: \1/ \[/ \t/ i _' .... � I � I . I . I . . )C� ,,, ,1/ \! : ; � : : . I I I I T i ; i —e . - .... . ....... ....... � ....... � I . I , , � - � ....... — 3: i z . ! ........ __._______.. .... ... I ... � ... -1 I/ M : ; � 11� i ...... Quercus; lobata : ; ! ; ; ; ; i . . z ,7, 24" Box I Ati 0 , , t i - I ; � ; . I : \,v : - . . . I I I * I I i ! I ; � ; I __11 , . ; I \I/ \[/ : \1/ \1/ \1,1 i \�, Ili/ NI/ I/ \1/ \1/ \j/ \111, I : i ! 1V I I Valley Oak ; . 11 ; . . M i : I ! ; t I/ 11 i`*�..i - PLANTING LEGEND: Groundcover t t . P I ...................... ___.�� ... 11 ..... ........... it : : � � I " 11" \Ili : . 1, \4/ -\.I/ \[/ \1/ i \L/ 14/ : \1/ \1/ \l/ \1/ "'I/ ,\�/ : 0) ! : 1l(/ll___ I W : � I ; I : . t 11- 8 0 QTY DETAIL 8 %ill ; Quercus sober : - 1111.. ... i - I ,�/ \4/ -4/ \�/ \I/ , . . . . . � I . . I I I -,-- . 1�/ \1/ \i/ \[/ Ij/ \1/ \1/ !'--. 241113ox 50 AU.12 N : __ .. z-z___-Ly.z_1%1,e - \�/ \t/ 4l. \i/ -Per Parks Dept from : : l. _-1 ....... .. ----- Turl' � I . I � I I I � . . \11 14, \11 900,000 Cork Oak : I A Per Specs - : / I / I i I / \ 17 . I : : . i / \I/ \I/ \1/ \ill \�, \1/ ! \11 _4/ \�/ I . I . . , . I \ I . I . . • ,v � .111, \1/ \1, �._ IV \il 1-41, i AG Sod Farms SF ; I z ",/ "/ \" \1, \�/ '�/ . . I � . . I . . . I : I "i . . I - : - __----�, / I : . I . 14/ t \4/ 1V : NI/ \�/ . � ,_�, � .... 7:1 _Z_ ., � / / / 400 : ; � ___ _*_'� I __T__ . Decomposed Granite Per Specs - : ; - I - - I : : - ; � I I I I I � I I I " - I I . I I . I : - -_ I � SF \�, \I/ \P 'IV I ; \1/ \J/ \i/ * _*_'� - _____ C \11, \1I IV \V I I \V : \I, T I ill - - / I I I I I I I \�/ \!/ \[/ \I/ \1/ -,I/ i q, \L/ \1V \a/ _11 \�/ \J/ 111/ \�,�,• � . I . . I . I . 0 i 0 . . . � . 0 - \11/ \L/ \4 PLANTING LEGEND: Shrubs and Groundcovers N i : 11 0 : : - - I : % - � �, � - � , N� 1 11 I . . I . . . . . . - - --- - . � I . I . I � I I ,� .,� — � I , / \1/ \I/ \"/ \t/ \L/ Nil ,�/ \j/ 1�/ � \L/ \L/ -,�/ \V _Ii/� ". F - \ ; 1--N 11 * , \ ,\]/ 1) \,/ "/ , " * " 1 I � 1\ \ , , , / 111i � , " -Y Ill , * i . i / I \� 11 \ , \ PLANTING NOTES , , �\ . I . I ... �/, I SYMBOL NAME SIZE QTY DETAIL . N I . "A ", - C.? 11111i i // . I . I I I I. � - ( . I . . .1 � � . , / i \ / /A...��,\\\ / /.1 ........ . I / \ I ll I I I I I \✓1/1 \�/ \1/ \!/ \�/ NIV \j/ \!/ \1/ \4/ "\, < -1 11111 , . //**��, , / __......0^\ \ . . . � . � I � . . - ) \4/ � - I \!/ q/ 1-4/ \1/ : � � : �_`/ �, � I \ i I " ) - I I I � I ..... r .... ...... . _ . .............1.11......................_-_.._.._.... - 1 . .............11................... ... ,-.-..----. - . , I - . I . , - � ............ i / /11-, .., _ .�, I/ --- / i ! r . I . . . . � I . , ..... I . . . . . I . . . . . .... - 1-' 1, OL I \j/ / \,!/ \,/ \L/ \4/ 1�/ + \1/ \!/ � \%I/ \I/ \J/ \!/ \�/ 11 0' � ..... . . ............. ______ ............ — 11*1 Acacia redolens"Desert Carper I ! : . I I I . . . I . . . � . I . . 's ; \� t \ : ' 1 Gal @ 5i 2422 - : ) \i/ / �_,!/ \I/ I/ : . 1-11 i I . I f. ,� AA3.12 11 : .. I ; 1 - All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element, '. ; ,� i . I 11 , \/>-11 11�1 t I I (D Desert Carpet Acacia , , I/ � �. , - l/ \J/ \1/ V _�/ _11 \i/ \!/ 14/ \l/ \�/ q/ 1�/ \V . i i i ) A/ \1/ \1 I \I/ , " \1 * I 1 i � 1. I - I . -11 I . . I . . . . I . i. - �\ __-, i I I I . I . . . . . . :: I i ....... - t.; I z � . � ,-, 11 elft i : \, . ....... � ........ i ... .. I—— . 11 ; Agave ferdinand-regis x scabra : - - . , I 'q/ z , I . . . . . . . . . . . .............. _ I - I - - - - - I � 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. 5 Gal 36 A/L3.12 uj ; I ........ __...... � '4./ \i/ \V \4/ 111/ 1�/ \�, 1�1/ : \�_, \l/ 14/ Ili/ 1\1/ /' I - I I I ...... . --------.- I I " , \1/ \1/ : ! : I I � 1�� I : : : � � . I . � I . . I I , I @ Sharkskin Agave : ! , * Contractor shall submit sample to landscape architect for approval. i t : : i , . : , t I I/ 11 : , � . � . I � I . I I i � It , \!/ 1-11 �� ! � I . � � I . I I I ; I \[/ \1V 14/ \�_ \,I/ \1/ \L/ \i/ _�/ �/ \1/ \I/ \[/ + \'!1\\>.< . : A )Q ; \i/ 4/ \1 I (�) Agave tequilana, "Sunrise' d 11 ........ — :..: / . . . . I . . . . ! I I . . . . I � ,. :\, 5 Gal 9 AU.12 9 ! ....— I . . ... ..... I � "'.." � \1/ \i/ \,,/ 1�1/ \1/ -"I/ \l/ \1/ \L/ 1�/ \t/ \1/ \�, \!/ 11 1_� � i . ..... _ 3. All clearance data per City of Bakersfield tree planting standards and guidelines. Sunrise Tequila Agave i. I . . . —.._•.-__..........__.. ____ ............. _ . � . . . . . . . . � \',/ I \ If'i — ; 1_� I I I I I I * i 1-1 \11>. [ ,,i/ I � I ; I I I . I I I . I _ ..1_,, I � . I . _� � / 0 " I - � . . . . I 1_� - - -1 : ! , '-, " * ��� ... ^� I ,,, � - I Baccharis pilularis rrwin Peaks, I I : , ,, ! " - � . I � I � I . � � i I 11 \!, \i/ _�/ q, \]/ 1�/ \J/ _�/ \�/ \/1 4/ \[/ \j/ ,-It/ \1,11 \V Ix I � I � � I . I . . : : 1� I _j/ \t: 4. All trees planted within 5' of any hardscape element shall recieve a linear root barrier per 1 Gal @ 41 O.C. 1770 W.12 : 1, ___ / � :,; I : ) . 1111- ... I—. , �, ; I i I ) . , : 1-1 I . . . . . � I . � i I . . � � I . I . . ..... I— _ I 8 Twin Peaks Dwarf Coyote Brush I : I -_ '/ . ..... -_-------r ..... / , spec I : � " \ 11, .... ____.__1._----_ -I..... 11� is specifications. Number of panels per manufacturers recommendations. See detail E, Sheet , , \ ! \! — �, - I / / I / I/ \1/ \,!/ \4/ 1�/ 1�/ 1�/ \\[/ \1/ : \!/ \t/ \1/ ,/ \�/ 1�/ 1-1 11 -111 I . . � . . . . . . \ " \ 11 I I . . � . . . . I . . \V ,A/ \l/. 1�/ : : : / \ i \ , * / ; , , L3.12 for information. Calarnagrostis 'Karl Foerster Tillillillill' * , * , - ,I - � I - - 1� i t . \ 1-11, 1-1 11 I i 11 , I 0 Kad Foerster Feather Reed Grass 5 Gal @ 3011 O.C. 644 AU.12 , W I . I I\l/ \�/ q/ \1/ 'Ili/ I �, ; i � I ; 'j/ \l/ \lo/ \1 \1/ \[/ \1, \1/ q/ ( --- � � I . � I . � . � ; ; i I I I I . i.,l 1-11 \,V : I ; � — 4 1 ; . . .: ...... I i i i - > . I'll I :— 1� . . . ................. I . . I . . . � I . W ; : Ill - ! ; _ � .... I-— - 5. The quantities shown are for reference and bid comparison purposes only. Contractor is I \11, \1/ _�,/ 14/ \1/ \�/ \j/ \1/ 11 ; i _ " —1 I'll ) ; , � . Cercis occidentalis 1_� . . . . I . � . I I " I J; .� I I . . � . . I . . . I , I \11, \1/ \�/ i - � ......... _< - I . . . . . I I t 11 11 \ ! I responsible for conducting his own area take -offs and unit counts. >11i 15 Gal 24 AU.12 11 \ 11 (O I \,1/ 1�/ \l/ \i/ \�/ A/ \t/ \v \I/ 1�/ \1/ \[/ \j/ I/ \�,/ X 1.1 . ........ I I , . I I \ / 1� III,, , ! "I'll \11/ \i/ 4/ \1 Western Redbud I . I i . I . I � I ; . . . . . . . � � , . I . . 11' '' -, , , I ; / \ I I ....... - ! � . I < t: : \. ... ... .... I-- _____...._ ...... . _ 1 ..... __ ... ... i .... . � . ....... _ : : 1 1 ; it � . . . I . . � , i - Compacta 5 Y \I/ : � :: / i : \�/ 1\1/ \[/ NI/ Ili/ \J/ :: ; : . -1 :4 1, : I I / 11�1/ \1/ \11/ ; 1_� landscape architect. Nick's Compact P tzer Juniper I'---- . . . . * , , , , - , : i e - i '_ 11 ""' I , \i/ \ 1�/ \I/ , 1\ � . I . � I . . . . , 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the JunIperus chinell 'Pfdzedana , , , " , , I I I � - I & Gal 9 3011 O.C. 281 AU.12 3: I - - � - - - - � - , -1 - \1/ \4/ \�/ \11/ \�/ \i/ \11, \J/ \J/ . . . . ................ I � . I I I . � , , , , , � I I I - \J/ _�/ \f/ i'j/ \11 \j/ — , I ,.,i _�/ \�_ + I I CL I : e ....... . . . . . ............. _ - Lantana camara 'Monine' I I . . . . . ................ ___.__ ......... _J . , � . . . I I . � - �� I 1Z - ....... __ I ........ ______-_-_ I 0 1 Gal @ 245 O.C. 755 AA -3.12 ! e : t I \J/ \!/ \1/ \1/ \11 Ili/ \t/ \l/ � V 1, � � . . . . . . I I � � . I . . I . I . Spreading Sunshine Lantana \j/ I \1 \t/ \t/ -�/ \�/ \j/ , i .. \�/ 14/ \1/ \�/ I I i. . . . . I . � I . . I , I � . � I � � . . I I — i i, * : : I ahonia repens W . \1/ \[/ \,/ \�/ ; \j/ 1\1/ \4/ \t/ \I/ � ... ... � ........ I—_ . . . . ............ I—- I , � ... � I � . � ____ i.:..__. - N — \i/ \j/ \A SHADE CALCULATIONS: Parking Lot M 1 Gal @ 18� O.C. 735 AIL3.12 () I , . .. I ....... . ___-1 .....1111,___ __ I'll ; ( �...... I . � : 1_�, V11111111,A Creeping Mahonia it I 11 : I I I .- I I . I . . I'' , " , : , " , ; -�/ 1_� I q, - \1/ \I/ \4/ \1/ . � � I _11 - " _ -, . . . . . N \I/ -4/ -4/ \�/ ' 11 \j/ \1/ \4/ \�/ i \J/ \1/ \l/ _--i I I - - I : ", ,,,, . � : ! � " - __ "", t ,,, � ", " 1_'� I (��) Mimulus aurantiacus : I . . . . . . . . . . �, � I I , Total Number of Large Full Canopy Trees In Parking Lot: 24 < . � � - - I I - � - � I - , \ , I - : , I - I - - I - , , . .......... I ..... / "', \" i - I , .� N — \�/ \1/ \!/ \!/ \1/ \1/ \�/ \,,/ ;,�/ \1/ q/ \4/ \L/ \I/ ! � " I I I � . I � I I � . . ...... . ........ .., I'll It 1\11� Sticky Monkey Flower 5 Gal 30 AU.12 i I ......... Total Number of Large Half Canopy Trees In Parking Lot: 44 .i : .. . .... 0 \J/ \1/ it - !, lr._,O,� I : / - ./ ....... ..... _._____.____.,� -_ I i -1 � / \ "I \ I . I I � � I I I � 11 I I I I . I I . I � . / I 'k -'i Total Number of Narrow Full Canopy Trees In Parking Lot: 36 : i I ; ; 11 i \ , I � I \1/ \�/ \i/ 1 \�/ 14/ \1/ \1/ \i/ \J/ , ; I / N 11 \ I I \1/ 14/ \� I Muhlenbergia rigens .i . — i ... I .... --111.11 z ; ! 11 I I 11 ` ; , � I ii ; : I Total Number of Narrow Half Canopy Trees In Parking Lot: 10 0 1 Gal @ W O.C. 7620 A11-3.12 ( ...... . I . . . . . . . I ; � 11 I � it -, : i ; I � \1/ ,�/ I - ': : .11 . ; Deer Grass > I \i/ \1/ \l/ \i/ \I/ \L1 ,I/ \�/ \�, \i/ ,A/ \�/ �� ...- _. ....... ... t I ... � --- �� ! .- I .... I ...... \11 / \41- N�, i ............. . I . ,- , I : :;... _-, .t ..... , . � , , � , � , � �, '' - . . . . . * . . . i i *1 I,/ - , I R : : * ; 11 I .. It 11 11 11 ;; i Large Tree Canopy Diameter In Feet (1 5 Years) 40ft (1 257 sq ft) osmarinus; officinalls "Prostratus' � ril \1/ : "l \�/ \1/ \!/ \!/ \l/ - - !• : Z 1 Gal @ 24� O.C. 182 _�/ 1�/ \t/ \�/ q11 \1/ \1/ _j/ \I/ AU.12 V 11 : . . I . . . � I I : ! ! I . . . � I I . . . � i i Rosemary I : 11 \ i 11 �_ Narrow Tree Canopy Diameter In Feet (1 5 Years) 20ft (31 5 sq ft) I : I I * I \ I I I " t : . ..... � .... � ..... t j I i . : I . I I . I . . � . . t I . � \I/ \!/ \4/ \1/ ✓1�1 \A1 \j/ \L1 \V .;114/ \4/ \�/ \4/ \4/ I \11/ if )"'/"` \ / I . -1 I � . - � ..... ..— it __ ___ .......... 1 4 ! I'll : -,,�-- ---- : I .11 Phormium tenax 'Dark Delight' : : ! \ I �, I I 27 .4 n : I I ., - I 1 . 1�, 1_\ I 6 Gal U. Ill ir ; :! I" \1/, ; "I :I I . I I . I . I � " � I i 1�/ \L/ \1/ \1/ \�/ 141, : __ " ., — \V I., ,�_ , - "' I/ H 1�/ 11� \4/ 1 1V ,�_ -1- I I I . � I I I . � I : -11 Total Area Shaded 70,737 Red New Zealand Flax A I � , . I . . � I . I I . � � . . . . . . '� ii� 124,510 , ; 1^1 ..... 1. . ..... ,_� I ,�. : . el , , - " i ....... ....... ,^ . 0 I--,------- \1/ l/ \t/ \/ \[/ _', . - _", \k \1/ 1�/ Area of Parking Lot In Square Feet I I J) I , I I\l/ \L/ 1�/ \!,/ \I/ - __.......... . . ; . I . � � . . . . — � . . . . . . � , , � . ..... ______1 ..... .. .1,4/ \VI \V \l/ Ill/ \L/ \41, \L/ \j/ I \V � , , t ___,____ ... 1---__-11- \L/ \1/ -I- ; t I i zz '\�_ 1_� : ; I I I I I I � I I I Total Percentage of Area Shaded: ! ; . \1, (, I (L r . . >< . ; ; ; I -_ - U) ; I'll I ,1/ \ \1/ \1/ 14/ 14, \1/ \1/ \1/ \I/ : \.!/ 14/ \[/ \�/ \V \1/ � ; I I I . I I I . � I I 1^� I . . : a'! I j; \ : I * . . . . . . . . . t )��N \j/ ,-,I/ : .1 . \ : . __._____....._..._ , . U ... Percentage of Evergreen Trees in Parking Lot: 22% \ : __ ...... .... .� i fl; ...... _____----i . ...... .... . .... . .. ..... -_ 1-11 � hillill 'A . . : I ........... — .... _ ...... I � N/ I ! . . � . . . I I I I . . - ri 'i �,,/ \�/ \ ,.I/ I — . . . 1_�, I \1/ \ \t/ \!/ \�/ 14/ 1�/ _�/ : \1/ \4/ \L/ \j/ � !; n � I I . I 11 � I I I I I * I 11 : i - I I I I I . 1� , � , � I : � , I 0 � I. : I I \1/ \�� \,!/ : \I/ \t/ \1/ I'�,00,�--- A ,1. , . I ; \.— � . . I � I I � � � � I � . I . I I . . . I \i/ 11 ! "I — . . . ........ . � 1^� > I . i '\1/1_� . � . . I � . I � . . I . . . . . I . . ... I .... 1_\ I LEAD TIME ON SOD AND PLANTS I" ; . . ................ ____. ........ i P .i %........ . . ....... i ........ _______...._ < I I .i ; 1 , , , t4 ; ; . I . . . . I I . . I ! ! , , i i ! it : ! i . : I i . : : ! I ; eo � ` . . . i i � 1-1 I W , . I \V \L/ i -4/ \I/ \I/ \11/ \j/ 1�/ \!,/ \t/ \�/ \1/ \L/ \V ( 1^1 , " t :, , \I/ + 11 20 40 Feet , , I - - - - - , - - , " I I - .. , � I I - - - .. - .. I I � ;- < \!/ AD i \ 11 \[/ \j/ I - - - - TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. : i . - - - - I U. . I I I I . I , , 14 - I I/ _....__ , .___�J/ \j/ ei .. �� - I I I - I - - - - - -_.__-__ _,�,__,;. .-.-.-, . .__�/j ,�/ ,4/ \[/ \�, \!/ \1/ _- I . - F N i"i....., i : I I . . . I . . I - � �= - - _11 / 11 - - ! \1/ N/ . ,f,� - . I � , � . -1_ . . � . \i/ \V t \I/ 1�1/ \1/ 1\1/ \i/ \l/ ! \[/ -�/ \[/ \[/ 1- - __ -1, .1 -4/ - : 0` \I/ \�/ -11 ____ __ - : ; 4 0 , . . . . . - - T - ___ - - ♦. . . .. . . . I ! ; . I 11 z I I I . I 9 0 * ® I i ! � . I I I I . I I � : \1/ \�/ \�/ \[/ N \[/ \L/ \1/ -\[/ -]/ \V \1/ 1�1/ \1/ \i/ \l/ \j/ \4/ : 1�/ \1/ X 11 I I I I I ir I : .... : �. I . � I I , / i . _._��. ! : i . . I , 11 i ! __ . ... _ -_- i ! / , , , -...--. __ i tCONTRACTOR \ / t . I I I � . . . . t I I I I 1 4 :I W : i I / I THE SHALL ALLOW FOR CONTRACT GROWING OF / i ; i . ; \!/ \I/ \�, \i/ \t/ \1/ \!/ \1/ ; \J/ \[/ \�/ \1/ \I/ � !/ . I/ \ " / / // / i : . . � . . 11, \ \1 SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. �z O \1/ / ,,I/ \I/ \L/ Ili/ \1/ \1/ \1l,' \�/ \!/ 1�/ \1/ \!/ I \11/ \L/ . 1- � I � . I / / I I � . , � I . \1/ \�/ I 1 . I '..__ I --Lz I / / ;,-// / _1111.._/ .1 / . / . � _ I -I 71 SUBSTITUTIONS SHALL NOT BE ALLOWED. � �sllI ... V,_� __... — — z � 6 7.9-166 ;-, _� 1. I — / ; I . . . � . ���_ IIIIIIIIIIa Moll- I (D il < L\4ilImllIIw.xMM� olililillin .0" ® *= mIIlIllmllI\-4lIIIIIIllllIm mol olillillilo Nib sililillilla *= ollillms\110M Nol olililillilm nift ollillillillIls 'Will simills\11am mil Isililillim ifto 0IIII1IIIIN IIIIIIIIIIIIIIIIIIIIIN , � I � ® 'lir Al 0111""11!11�1 'i 1IIIIIIIIN milililillm mi M I . I � I 1 2 v1dr K A File Name: � Drawn: BAKER!"j" FIELD %`43FOR"TI-S 'VILLAGE I T PIS, a Job No.. 3167 Engineer: B An " E RE03"FIELD"" U"`AL'1FU"`R"N1A PUBLIC WORKS DEPARTIVIEN j all LANDSCAPE PLANTING PLAN . '" Date: 0 Checked By: MML PHASE I L Ill V I 7 *�15 iT 11�* 1 _4�1* — AC) I I I I I I L I I I I I I I I I . I I � 1, � -1 I � : " . I q . , L , � I I I SYMBOL NAME fi Mal 1000 1011101 11 0 ME NIIIINI NNIN NIM NNIN NNIIN MM IIIIIIIIIIIIIIIIIn mIm i \, am I \V \V IIIINNIIII \V TSF -1/ \1, \I/ -A/ t ......... . ...... ................. -J/ -4/ �x . ............. ................. . . ...... r . V1 V- r ,i � \�/ \1/ \iJ' �/ \V �1/ w J/ y� � \i ........... .......... .............. W . ......... ... ....................... .............. . ................. . . ......... . .................................. . ....... ............... ..................... . . . .......................... .................. — ........... ........... .............. ...... . . M Cn M1 \4/ -4/ \4 / M C,#) -IZV - - -------_------ ............. ..._.......>v._.__ -'...------.........:A/ 41 .......... ....... . ....... M — - — ------------ ....------- ............ ...... . . . ................. ............... :.,[ . . . ........... .\ . . ..... ................ . ............. . . ........ A �am IIIIIIIIIIIIIIIIIs ImiIIIIIw IIIIII.m IIIIIIIIIIIIIIIIIn IIIIIIIIIIIms aws amim IIIIIIIIIIIIIIIIIn � I IIIIImIIIIa mIIIIIIIIIn � IIIIIIIImim � IIIIIIIIIIIIIIIIIm miiIIIIIm NIIIIIIIIIN 10IIIIIIIIN EIIIIIIIIIN 0010 PLANTING LEGEND: Groundcover SYMBOL NAME SIZE OTY DETAIL G) Turf -Per Parks Dept from Per Specs 900,000 QTY DETAIL AG Sod Farms Liquidambar styraciflua, 'Rotundiloba! SIF 17 A/I Decomposed Granite Per Specs 400 I SIF AIL3.12 PLANTING NOTES yJ 1. Al shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 5' of any hardscape element shall recleve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, Sheet L3.12 for information. 5. The quantities shown are for reference and bid comparison purposes only. Contractor is A/ responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect; i. ----------- . .. .... - --------- . . .............. ....... \J/ A/ \J/ Kv I 4/ N/ ILI .......... rr Cf. rT rT ............... . . . . ........ ---- --- . ..... .............. . . . ...... IT 'IV rr - - - -------- .. ...... . ..... IMF` ------ - - - - - --------------------------- - --------- 1 ImIms I mIImm I w0i ! IIIIIIIIIIIIIIIIIn I IIIIIIIIIIIINI i NIM I MINI i IIIIIII0011 � NION : 10IIIIIIIIIN � EM I NIIII01 � IIIIIIIIIIIIIIIIIN � NIIIIINI ; 1010 � UNIN , IIIIIIIININ � MUM 1 NION i MUM i IIIIIIIIIIIIIIIIIIN SM 1 ME! NNIN 101IIIIIIIN 1 IIIIIINIIIN 0001 1 10011 � NNN � N= imm IIIIIIIIIIIIIINi.10001 IIIIIIIIIIIIIIIIIIN ! 10001 ; IIIIIIIIININ ! SM � saw � IIIIIIIIIIIIIIIIIN � IINNIII INM LIMIT OF WORK Aft File Name: Job No.: 3167 Date: 07/09/09 Drawn: Engineer: Checked By: MML LEAD TIME ON SOD AND PLANTS THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. SUBSTITUTIONS SHALL NOT BE ALLOWED. I SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 Total Percentage of Area Shaded: 56% Percentage of Evergreen Trees in Parking Lot: 22% BAKERSFIELD SPORTS VILLAGE PHASE I -----------_--- P<EVISIONS No. DA TE 1 T 03/27/09 2T 07//09/,09 ss*31ED ktiro k} _4= 3T �4Tf DESCRIP T1 ON S1 G N landscape architeduro I urban design I planning 8," East Crm *W, Ste. 201 EOWW Dole Pasadena, CA 91101 07/009 T 1626.795.2008 F 1626.795.2547 ATF OFCpa,\ www.epk6sign.com PLANTING LEGEND: Trees AM ftm are standard branchlrig unless specMW otherMw- NAME SIZE QTY DETAIL G) SYMBOL NAME SIZE QTY DETAIL 0 Liquidambar styraciflua, 'Rotundiloba! 24" Box 17 A/I Agave ferdinand-regis x scabra 5 Gal 36 AIL3.12 vz�/ 0 Lagerstroemia x faudei"Natchez! Natchez Crepe Myrtle 24" Box 19 AAL3.12 Agave tequilana, 'Sunrise' 5 Gal 9 AA Sunrise Tequila Agave -3.12 Pinus sabiniana 24" Box 42 AIL3.12 AIL3.12 Foothill Pine Twin Peaks Dwarf Coyote Brush Platanus racemosa California Sycamore 24" Box 88, AIL3.12 AIL3.12 Karl Foerster Feather Reed Grass 'Italica! Cercis occidentalls 15 Gal 24 AIL3.12 Populus nigra Lombardy Poplar 24" Box 58 AIL3.12 Quercus chrysolepis Canyon Live Oak 24" Box 24 A1L3.12 AIL3.12 Lantana camara 'Monine' 1 Gal @ 241, O.C. 755 0 Quercus lobata Valley Oak 24" Box 1 A/I -3.12 Mahonia repens 1 Gal @ 1811 O.C. 735 0 Quercus suber Cork Oak 24" Box so AIL3.12 Mimulus aurantlacus 5 Ga.1 30 PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL G) Acacia redolens 'Desert Carpet 1 Gal @ 51 O.C. 2422 A/1-3.12 Desert Carpet Acacia ntf Agave ferdinand-regis x scabra 5 Gal 36 AIL3.12 vz�/ Sharkskin Agave Agave tequilana, 'Sunrise' 5 Gal 9 AA Sunrise Tequila Agave -3.12 e Baccharis pilularis TmAn Peaks! 1 Gal @ 41 O.C. 1770 AIL3.12 Twin Peaks Dwarf Coyote Brush Callarnagrostis 'Kad FoI 5 Gal @ 301 O.C. 644 AIL3.12 Karl Foerster Feather Reed Grass 0>*< Cercis occidentalls 15 Gal 24 AIL3.12 Western Redbud O Juniperus chhensis Pfitzeriana Compacta Nicks Compact Pftzer Juniper 5 Gal @ 30" O.C. 281 AIL3.12 Lantana camara 'Monine' 1 Gal @ 241, O.C. 755 AA Spreading Sunshine Lantana -3.12 Mahonia repens 1 Gal @ 1811 O.C. 735 AIL3.12 Creeping Mahonia Mimulus aurantlacus 5 Ga.1 30 AIL3.12 Sticky Monkey Flower 0 Muhlenbergia ripens 1 Gal @ 391 O.C. 7620 AIL3.12 Deer Grass Rosmarinus officinalis 'Prostratus! 1 Gal @ 24" O.C. 182 A/L3.12 Rosemary Phormium tenax 'Dark Delight 5 Gal 27 AIL3.12 Red New Zealand Flax I I I I 0 5 10 20 40 Feet 7.9-166 -ANDSCAPE PLANTING PLAN SHADE CALCULATIONS: Parking Lot Total Number of Large Full Canopy Trees In Parking Lot: 24 Total Number of Large Half Canopy Trees In Parking Lot: 44 Total Number of Narrow Full Canopy Trees In Parking Lot: 36 Total Number of Narrow Half Canopy Trees In Parking Lot: 10 Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) Total Area Shaded 70,737 Area of Parking Lot In Square Feet 124,510 Total Percentage of Area Shaded: 66% Percentage of Evergreen Trees in Parking Lot: 22% LEAD TIME ON SOD AND PLANTS THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF PRIOR TO START OF WORK THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. SUBSTITUTIONS SHALL NOT BE ALLOWED. PLANTING LEGEND: Groundcover SYMBOL NAME NAME QTY DETAIL DETAIL Turf -Per Parks Dept from AG Sod Farms Per Specs 900,000 SF 17 A/L3.12 Decomposed Granite Per Specs 400 SF 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape element. 2. In all shrub and groundcover areas apply Z' layer of redwood mulch per specifications. Contractor shall submit sample to landscape architect for approval. 3. All clearance data per City of Bakersfield tree planting standards and guidelines. 4. All trees planted within 6 of any hardscape element shall recieve a linear root barrier per specifications. Number of panels per manufacturers recommendations. See detail E, Sheet L3,12 for information, 5. The quantities shown are for reference and bid comparison purposes only. Contractor is responsible for conducting his own area take -offs and unit counts. 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect. LIMIT OF WORK ... ......... ..... . . . . . .......... __ .... . ...... ........... .... ....... ..... ............ . . . . . . . .................. . . . ........... ..... . ....... .......... ------ . ................. ........ ... ...... . .... ..... . ...... .............. .......... ....... . ..... .............. . .................. ............ ............- - ------- . ................ ------------- . . . .................. . ........ 7`77, - - V1 \V ................. . .. ..... ----q --------------------- \d/ \1/ \1/ \1/ \4/ \j/ \1/ I/ ............... ........... ........ ....... . .... ........... ................. .......... .. ............... . ..................... ............... .......................... .............. ........................ . . . . .......... ............ ..... .. .... .. . ........ ... - — - .................. ............. \1/ A/ \1/ 4/ ,V \1/ \1/ 14/ \1/ \J/ 1\1/ Ji ............... .. I/ . ........... ................ . ............. I/ ................ . ..... I✓\L, A/ L 0011 — rriAzt 11, I-qu I /A rpxn 1 All unkms specified o#ww1w SYMBOL NAME SIZE QTY DETAIL Uquidambar styraciflua 'Rotundiloba! 24" Box 17 A/L3.12 q, Lagerstroemia x faudei 'Natchez! Natchez Crepe Myrtle 240 Box 19 AA 3.12 Pinus sabiniana Foothill Pine 24" Box 42 A/L3.12 0 Platanus racemosa California Sycamore 24" Box 88 A4.3.12 Populus nigra 'Italica' Poplar 24� Box 58 A/L3.12 Quercus chrysolepis Canyon live Oak 24" Box 24 AA,3.12 0 Quercus lobata Valley Oak 24" Box 1 AIL3.12 0 Quercus suber Cork Oak 24" Box 50 A/L3.12 SYMBOL NAME SIZE QTY DETAIL _Q/ \1/ A/ Acacia redolens, 'Desert Carpet 1 Gal 6 O.C. 2422 A/L3.12 Carpet Acacia A/ ........... - . ....... ........... Agave terdinand-regis x scabra. 5 Gal 36 AA,3.1 2 \i/ \1/_............4. ILI/ Sharkskin Agave "\,W Agave tequilana 'Sunrise' 5 Gal 9 A/L3.12 Sunrise Tequila Agave Baccharis pilularis Twin Peaks' 1 Gal @ 41 O.C. 1770 A/L3.12 MATCHUNE SEE SHEET L3.09 File Name: Job No.: 3167 Date: 01-26-09 Drawn: Engineer: Checked By: MML 11 IIIII -\11l\ No. DATE 3 4*1 DESCRIP T1 ON I t—:PTDESIGN ldepwm% lan,dstapo architedure I urban dosign I planning V7.;Dr OT&I 844 East Grow Stre*, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626-795-2547 0 P16 NTINNG-4rLEGEN -. Trees Nr N4r N4r All unkms specified o#ww1w SYMBOL NAME SIZE QTY DETAIL Uquidambar styraciflua 'Rotundiloba! 24" Box 17 A/L3.12 q, Lagerstroemia x faudei 'Natchez! Natchez Crepe Myrtle 240 Box 19 AA 3.12 Pinus sabiniana Foothill Pine 24" Box 42 A/L3.12 0 Platanus racemosa California Sycamore 24" Box 88 A4.3.12 Populus nigra 'Italica' Poplar 24� Box 58 A/L3.12 Quercus chrysolepis Canyon live Oak 24" Box 24 AA,3.12 0 Quercus lobata Valley Oak 24" Box 1 AIL3.12 0 Quercus suber Cork Oak 24" Box 50 A/L3.12 BAKERSFIELD SPORTS VILLAGE PHASE I LANDSCAPE PLANTING PLAN q, PLANTING LEGEND: Shrubs and Groundcovers SYMBOL NAME SIZE QTY DETAIL _Q/ \1/ A/ Acacia redolens, 'Desert Carpet 1 Gal 6 O.C. 2422 A/L3.12 Carpet Acacia A/ ........... - . ....... ........... Agave terdinand-regis x scabra. 5 Gal 36 AA,3.1 2 \i/ \1/_............4. Sharkskin Agave "\,W Agave tequilana 'Sunrise' 5 Gal 9 A/L3.12 Sunrise Tequila Agave Baccharis pilularis Twin Peaks' 1 Gal @ 41 O.C. 1770 A/L3.12 Twin Peaks Dwarf Coyote Brush \1v \V Z Calarnagrostis 'Karl Foerster' 5 Gal @ 30" O.C. 644 A/L3.12 M Kid Foerster Feather Reed Grass CA M M >*< Cercis occidentalis 15 Gal 24 A/L3.12 \1/ Cn X Western Redbud .......... ............ .................. ................. Juniperus chnensis'Pfitzerlana Corn Pacta 5 Gal @ 30P O.C. 281 A/L3.12 Nicks Compact Pritzer Juniper 0 Lantana camara 'Monine' 1 Gal @ 241, O.C. 755 A/L3.12 \4/ Spreading Sunshine Lantana Mahonia repens 1 Gal @ 191 O.C. 735AA.3.12 Creeping Mahonia. Mimulus aurantacus 5 Gal 30 AA Sticky Monkey Flower -3.12 Muhlenbergia. rigens 1 Gal 3011 O.C. 7620 A/L3.12 Deer Grass Rosmarinus officinaft 'Prostratus' P 1 Gal @ 24O.C. 182 A/L3.12 Rosemary ` \ Phormium tenax 'Dark Delight 5 Gal 27 A/L3.121_ �, �, �, �, ,� ,� ; �, Red New �and R.% Ak A. — — — — — — — — — — — — — — — )00,A 0 5 10 20 40 Feet -4/ \P \t/ IV _:�_�.—_�,��.. .s w 7.9-166 BAKERSFIELD SPORTS VILLAGE PHASE I LANDSCAPE PLANTING PLAN MATCHLINE SEE SHEET L1.09 REVISIONS "I/ \V W SM EM "M No. DA TE or _TM I"!" Mr �111� MmIl, Mr 4 4, \11 - ---------- -A/ 2 41 A/ \4/ 3 4/ Nt/ 4 OESCRIPTION J/ \1/ \4/ \1/ \d/ \i/ \I/ Em PT D E 60" 1 G N \J/ \i/ _J/ \1/ i \t/ \4z I \1/ -4/ \1/ \1/ 14/ 14/ 1/ A/ landstapo architecture urban design'planning J/ Ni/ 010 8A4 East Grow StreA, Ste. 201 03-27-09 Pawdem, CA 91101 \1l, A/ \V _i/ \41 \1/ TURF Do* T 626.795.2008 F 626-795-25A7 .................... ... ....... ... ............ OF CA%- i,�,/ - ............ . . . ...... ......... . ............. ---------- - ----------- ---- www.epk6i9n.c= ago"" mom OaITI NKEGE '-Tree All Um a oNng unless speed ottrenn+ise QTY DETAIL SYMBOL NAME SIZE �Td NV Liquidambar styraciflua 1 ! } ! 2 24" Box 17 A0.1 N/ \j/ 'Rotundiloba! 4 A/ ....... ... .. ... . ......... . ..... .. .......... .. . .. ... ..... ..... . ..... -------- ..... ...... ............. ........... ......... . .... . . ....................... ... .. . . ............... .......... .... .... . .................. ------------------- ........... ........... ............ . ... . ...... Lagerstroemia x faurieMatchez' 24" Box 19 AIL3.12 Natchez Crepe "le 4 \4/ -4/ \4/ 14/ %/ 7 Pinus sabiniana 2,VBox 42 AU.12 4 Foothill Pine \t/ -4/ 4 Platanus racemosa ___14/ . ..... ............ \L/-1- . ...... :�11/ . ......... ............. . 241113ox 88 A".12 ........... F\ . ............. 7 California Sycamore 4 _/___1 t Populus nigra 'Italica! 24!' Box 58 A/L3.12 LoPoplar . . . . ............ ............... ........... ------------- T ........................ . . ... . .......................... ............ ....... ..................... . .... .......... . . .... ..... ....... . ...... ___� - - - ----------------- li�\,, .... . ..... .. ......... ................. __11/ . ..... .................. ---------- ............... . .................... . .................... - .......... . .... . ........ . . ..... ........... --------- ------ --A ........................ . ....... 0 .............. - --------- ----- \L/ \iv \t/ - ---------- ........... PHASE 11, NOT A PART - ------- -4--;� - - --------- - - - ------------------- q-- ............ . . .................. Quercus chrysolepis 24" Box 24 A/L3.12 �, ,u l/ u w \V / \✓ !/ \V \V \:/ \!/ Cc -Mon Live Oak \1/ NI/ M ...... CD 0-- M Ark ................ ........... ...... . . ................ . . . .................. . .............. ............ M -n .... .......... ....... ............ . ..... V1 ...... ...... ........... .......... . ................ . . ................. . ......... ........ .. . ......... . ............... ........... _ M 4 0 Quercus lobata, 24"Box A/1.3.12 . . . ................ Valley Oak ............ .............. .. ..... ................. . ......... \i/ 1, r. ............. . .... .......... ......... ....... .......... ............ ............ X Quercus sober 24' Box so A/L3.12 Ct) Cork Oak 0 ---------- PLANTING LEGEND: Shrubs and Groundcovers - - -------- A �\ ------ - _Cy _100 0 SYMBOL NAME SIZE QTY DETAIL 4 C . ............... Acacia redolens 'Desert Carpel . ... .......... ... . ... .... 1 Gal @ 5; O.C. 2422 . . ...... ................ . ................ AA3.12 .................... ... 7P . . . ........ Desert Carpet Acacia . . ......... . ...... ... ....... . .. . .......... ............... .......... . . ........ . .... ......................... . . . .................. ... . .. . .............. - - - ----- ....... ...... ........... .... ........ .......... ....... .... ------- . ........ ........... .... . . ........ .... ... . . Agave ferdinand-regis x scabra 36 4 5 Gal AIL3.12 - - - - - ------------ ------- _. Sharkskin Agave C Agave tequilana 'Sundse' 0 5 Gal 9 A/L3.12 Sunrise Tequila Agave C x I BaccWs pilularis win 1 Gal@ 41 O.C. 1770 W.12 C Twin Peaks Dwarf t B sh Calamagrostis 'Karl Foerster' 5 Gal @ 30n O.C. 644 A&3.12 C� . ... . . . Karl Foerster Feather Reed Grass not C. W Cercls occidentalis f^ C1......... .... .. ........ ------- ... . .... .... - - --- . ............. . . - - - - - .... . ....... . .. ........ ---- - --- ................ ................ .. . . ................. .. .. - - -------------- ------------ - - -- - . ................ ................ . ..... .......... .. .. ... >*< 15 Gal 24 A/L3.12 Vj ........... ... . ......... ...... . . . ............... . . . . . . . .............. .. . . . . ......... .......... ............ ______ ...... ...... ........ ......... ...... .... .............. Western Redbud Juniperus ct*)ensis Pfitzedana, Compacta 5 Gal g 3011 O.C. 281 W.12 N&s Compact Prazer Juniper 1: 0 Lantana camara 'Monine� 1 Gal @ 240 O.C. 755 AA3.12 0. . . ......... ........ . ...... _.- .. . ......... . . . . ......... . ......... . . . ........ . ........ __.- ..... . . ...... Spreading Sunshine Lantana III 4 Mahonia, repens - - -------- . ........ .. . ....... . . ...... . ........ . . ........ . ....... . . ........ . ..... . ...... . ....... . . . ... .... ...... . . ......... Creeping Mahonia 1 Gal @ 180 O.C. 735 A/L3.12 ... ... .... __ .... . . ........ . ..... . ..... --- 1111110t --- L --- . . . . ........ . . . . ........ � I am MMMI MOM I Mimulus aurantiacus 1�1 �Vww 7_�, _wpm-, I N= I MM I N= . ...... . . ........ . . ...... . ...... . . ........ . __ ...... . . . . .......... . 5 Gal 30 AA -3.12 LIMIT OF WORK LEAD TIME ON SOD AND PLANTS Sticky Monkey Flower J SHADE CALCULATIONS: Parking Lot PLANTING NOTES 0 Muhlenbergia, rigens 1 Gal @ 301 O.C. 7620 AIL3.12 J THE CONTRACTOR SHALL ALLOW A MINIMUM OF 90 DAY LEAD Deer Grass > TIME FOR CONTRACT GROWING OF SOD FOR THIS PROJECT. Rosmarinus officinalis 'Prostratus' 4 Total Number of Large Full Canopy Trees In Parking Lot: 24 1. All shrubs and groundcovers shall not be planted closer than 24" from any hardscape, element. LEAD TIME MAY INCREASE AT THE DIRECTION OF CITY STAFF Rosemary 1 Gal @ 2411 O.C. 182 A".12 .. .................................. . ...................................... ... U U 0 0 0 Total Number of Large Half Canopy Trees In Parking Lot: 44 PRIOR TO START OF WORK. Phormium tenax 'Dark Delight! Total Number of Narrow Full Canopy Trees In Parking Lot: 36 2. In all shrub and groundcover areas apply 211 layer of redwood mulch per specifications. Red New Zealand Flax 5 Gal 27 A/L3.12 �_ _ ` I Total Number of Narrow Haff Canopy Trees In Parking Lot: 10 Contractor shall submit sample to landscape architect for approval. THE CONTRACTOR SHALL ALLOW FOR CONTRACT GROWING OF SHRUBS AND TREES DUE TO THE QUANTITIES NEEDED. 107Z dog��. _14"Noom Air-, 0 . ......... . . . ............ .............. ........................ Large Tree Canopy Diameter In Feet (15 Years) 40ft (1257 sq ft) 3. All clearance data per City of Bakersfield tree planting standards and guidelines. Ao?���ON�L N Narrow Tree Canopy Diameter In Feet (15 Years) 20ft (315 sq ft) 1W 1W 1W 1W 0 n 4. All trees planted within 5' of any hardscape, element shall recieve a linear root barrier per Total Area Shaded 70,737 specifications. Number of panels per manufacturers recommendations, See detail E, Sheet PLANTING LEGEND: Groundcover 0 Area of Parking Lot In Square Feet 124,510 L3.12 for information. PHASE 11, NOT A PART Total Percentage of Area Shaded: 56% SYMBOL NAME QTY DETAIL 4 J 5. The quantities shown are for reference and bid comparison purposes only. Contractor is 0 5 10 20 40 Feet W Percentage of Evergreen Trees in Parking Lot: 22% responsible for conducting his own area take -offs and unit counts. Turf -Per Parks Dept from Per Specs 900,000 LL AG Sod Farms SF 6. If utilities interfere with tree or shrub planting, the plants are to be planted at the direction of the landscape architect. Decomposed Granite Per Specs 400 SF W _______.�__ __�._ _ __ _ .� 7.9-166 in MATCHUNE SEE SHEET L3.11 File Name: Drawn: BAKERS"FIELD SPOFIFS VILLAGE a A Job No.: 3167 Engineer: LANDSCAPE PLANTING PLAN a a F A I'- E 0 R "'to BFIEUD CALIF00"' RNIA P U B L I ko.";k WORKS DEPARTIVIE!"N'T T IV ��, �7_77 Date: 01-26-09 Checked By: MML PHASE I O I l l Scallle:NTS CITY OF BAKERSFIELD, 3 No. 1 2 I I I (I I I I( 1 .APLYNOTES: A6 FIR 2: NO.4 REBAR CONTINUOUS AND CENTERED 1 WARD WALL i . { ONLY FOR •�KAnR I I DESCRIP T1 ON �� 3. �/ RADIUS, TYP. 1. :11111 2. PLANT MATERIAL o � � � M TI�ATEnLE PIM:. MOVE MJR�RY ALL PLANT LOM POMATERIAL T.%iS.iYERL�? TO W Cc �II111 ROOF tae TO BE �Q=III i' tr ABOVEM FROM STS'' =1 I II I-1 I I-1 11= 3. I -1 I I-11 I-11 I l l Scallle:NTS CITY OF BAKERSFIELD, 3 � M-1 2 d 91:011101 ILI I landseapo arehitoeturw' urban drsign I planning 844 East Orem Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 www.epk6sign.com C � �fs�u-vpn�-- cwhnlau= U�ll6 . os ��,� 0F CR 1. CONCRETE MOWCURB. No. DA TE 1. EDGE OF CURB/ EDGE OF PAVING/ FACE OF a ,� r DETAIL .APLYNOTES: A6 FIR 2: NO.4 REBAR CONTINUOUS AND CENTERED 1 WARD WALL i . { ONLY FOR •�KAnR I I DESCRIP T1 ON � M-1 2 d 91:011101 ILI I landseapo arehitoeturw' urban drsign I planning 844 East Orem Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 www.epk6sign.com C � �fs�u-vpn�-- cwhnlau= U�ll6 . os ��,� 0F CR 1. CONCRETE MOWCURB. l /477EGUAL. .w r A6 MMCM) 1. EDGE OF CURB/ EDGE OF PAVING/ FACE OF a ,� r DETAIL .APLYNOTES: A6 FIR 2: NO.4 REBAR CONTINUOUS AND CENTERED 1 WARD WALL i . { ONLY FOR •�KAnR 2. Tim � NTHW H 2,0' O VIA, �� 3. �/ RADIUS, TYP. 1. ' CONCRETE MOW CURB, SEE DETAIL P, THIS SHEET 2. PLANT MATERIAL 4. ` BM � � � M TI�ATEnLE PIM:. MOVE MJR�RY ALL PLANT LOM POMATERIAL T.%iS.iYERL�? TO 4. FINISH GRADE: 2. 3" LAYER DECOMPOSED GRANITE T.B.S. BY LANDSCAPE ARCHITECT ROOF tae TO BE i' tr ABOVEM FROM STS'' Y2' BELOW F.S. FOR TURF AREAS 3. TURF . �. � '�� SM AND 1i+L5TAU» TIS . Goi6TRUGT Mom AS W.-MIRM To S� MAWS STABiUTY -1Y2' BELOW F.S. FOR SHRUB AREAS 4. COMPACTED SUBGRADE NOTE: DOW u,�TRUGTO INSTALLATION. 5. COMPACTED SUBGRADE THIS DETAIL IS FOR PLANT MATERIAL SHOWN IWALL T#M ALM tt,. 4• ARBOR TREE GUARD OR APPIROVW EQUAL IS WBORM ARM WITH A HATCH PATTERN ONLY. INDIVIDUAL a OF PUWTM�� WOW) ALL TRIM PLA IN LANA A 06. NOTES: PLANT SYMBOLS SHALL BE INSTALLED PER BERM nOUIRi 3 5• ARn BNWJM 15 RBQUIRED MM Tib TREE TRUMC I9 A. PROVIDE A 1" DEEP SCORE JOINT AT 10' O.C. SPACING - SEE PLAN. DISTANCE VARIES 50 0 OR L_ ANY ' „ Bp, EIR PARALLM N,010 THE EIVE OF K40 SUFAM AND %8" THICK FIBER EXPANSION JOiNT WiTH or PLANT LEGEND � 6" b. PI.AAtTIN6 TA€3LET SFiaU. BE � 2A 4�ommt � JOINT CAP AT 20' O.C. AND AT ALL CHANGES �� � RAM Piiwr4R F=T IF #6 �� IN DIRECTION -FILL JOINT FLUSH WITH � �, ti. ` ` I - TABLET PER I GAL» (S.'M Q � • TABLETS Pay 5 "_(0-4 i.,) APPROVED SILICONE SEALANT. s� b - TABLETS PM 15 6Ai.. f 6.8 L) �� i2DOT-B q - TAI3L M PM 20 (OhM) BOX 3 •�` '�- �` INSTALL ROOT BARMIER 1. A V NO ALL IMMATIM i ROM MS STANDAF0 %WL BE 3 1 2 1 PANM5 PER GURREt�ir � � APPS BY TIS' fWMAMON AND PAM VMTOR. PLANT N6 TABLETS 8. ALL LAWWAPI: Ii STAIAAMON SHALL BE 1N Aa MANM NTH © SPECIFICATIONS (5EE NOTE 6) � GiIY STAM�AFM, KWAGTURER'S WX*4 VATaN, MV SEGTIOI 20 OF IM STAWARn SPWIMMONS. I ! I MCC i`IN-6 P41TH 1�. Q_T_c2U,b►► . ALL MATER1Ai. LW I ! MVI t" tOM It 1-"1:GTloI+IS. 10. SM A ri: LWWAMMIOAMON RA FOR I_I 11.=1 I Ii =1 1M ��i�T �' 1�AGri�, A� I -III -I I i-� I -III-I I Ed 11=17, III -III III -III -III-III-� I -I 11=1 � 1- 11. AW 2, Oi= vo1�1.E clrr Kaon GIwP MAT1�1AL. r-i�oM Giro =1 I I -111`I I ISI I I.I I I-�I I I=1 I I-1 I I -III -1 11-1 I I^I (..I I ISI 11-1 I I I I(-1 I =I 11-) I I 1 I I- i~AGILITY OR APPROVW MAL. 4 Decomposed Granite Paving • File Name: Drawn: Job No.: 3167 Engineer: Date: 01-26-09 Checked By: MML GRADE 2. APPROVED * •• CONTROL 1 ii 1 3. TREE ROOTBALL 4. CONCRETE w i • • 5. CONCRETE i i .i AND GUTTER 6. DRIP OF TREE it BY THE MINIMUM SPACING DISTANCE / TREE PLANTING 7. MOISTURE f Wiwi i NOTES: A. POSITION ROOTBARRIER AS CLOSE TO CURBaDEWALK AS w• i ROOT PROTECTORS SHALL BE FACING • R THE TREE B. • i OF BARRIER / ii i r'M C. LENGTH OF ROOTBARRIER SHALL BE EQ i TO THE i ► OF PARTICULAR i ii w i O BE PLANTED l DEFINED B MINIMUM SPACING ♦ DISTANCE TREE PLANTING GUIDELINES N APPLY MASTIC SEALER TO JOINT CONCRETE ' 1 AND ROOTBARRIER E. USE ROOT •• BARRIERS lii . EVERYWHERE ARE PLANTED WITHIN 6 OF ANY STRUCTUR CONCRETE / • w CURB AND UTTE UTILITIES, ETC. w s►PHASE I SH1 i0 of 14 y�#r r s• rs W1\ 1 IPA" Mi FAQ CrlNCV TABLETS NOTE #6} 4 r tr • i 2r r r Njavi romm A CITY OF BA-f"Irl-JERSFIELD SHRUBDETAIL FOR TREE AND PLANTING APPROVED RCE XXXXX DATE 7.9-166 t STANDARD PLAN NO. L-10 l /477EGUAL. .w r A6 MMCM) ,� r DETAIL 1 WARD i . { ONLY FOR •�KAnR MIN 4. ` BM ROOF tae TO BE i' tr ABOVEM SH1 i0 of 14 y�#r r s• rs W1\ 1 IPA" Mi FAQ CrlNCV TABLETS NOTE #6} 4 r tr • i 2r r r Njavi romm A CITY OF BA-f"Irl-JERSFIELD SHRUBDETAIL FOR TREE AND PLANTING APPROVED RCE XXXXX DATE 7.9-166 t STANDARD PLAN NO. L-10 ABBREVIATIONS AR AIR RELEASE eev. 11iJ11, li AIR/VAC AIR RELEASE AND VACUUM �ELIE APP EQ APPROVED EQUAL BL BALL VALVE BLDG BUILDING 'R :1: 1, BV BUTTERFLY VALVE CV CHECK VALVE 'q CONC CONCRETE �18 CONT CONTINOUS DIA DIAMETER DIP DUCTILE IRON PIPE EW EACH WAY EOP EDGE OF PAVEMENT EL ELEVATION ENG'G V ENGINEERING EQ EQUALIZER FF FINISH FLOOR FG FINISH GRADE FLG FLANGE GAL N I Hild GALLONS GA GAUGE GPM GALLONS PER MINUTE GV GATE VALVE HP HORSE POWER HZ HERTZ IE INVERT ELEVATION IRR IRRIGATION MFR 00 MANUFACTURER MAX MAXIMUM A.. MG MILLION GALLON "a MIN MINIMUM OC ON CENTER PH PHASE R PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE z� PSF POUNDS PER SQUARE FOOTN PSI POUNDS PER SQUARE INCH PS N', PUMP STATION RB REDUCER BUSHING REINF REINFORCED RCP REINFORCED CONCRETE PIPE'� q R/W RIGHT OF WAY dv SCH SCHEDULE SPECS SPECIFICATIONS J. SF SQUARE FEET "M" THK THICK TOF TOP OF FOOTING TOP -lu TOP OF PAVEMENT TOS R TOP OF SLAB TOW TOP OF WALL TDH TOTAL DYMANIC HEAD TYP TYPICAL V VOLTS Ws WATER SURFACE Sec 4-:c- 4-216/421'7� o' �hl- Ci a e - - e f o! e r v 2 o -rli n q c a,,/ s e c, w IWO -30-1 Exp. 06 Lj---"' K:!jI Lf�3 Lf 1� Lj--Ol*j' L_1_j L_1� /�Z\ A 0 0 u Y. 0 30 0 AND LARGER 80 PSI PVC PIPE OR AS SPECIFIED ON PLAN 18 0 27 0 80 PSI PVC IRRIGATION PIPE (P.I.P.) 10"0 15"0 100 PSI PVC, IRRIGATION PIPE (P.I.P.) 0 ZN 0, 6 0 AND SMALLER SCHEDULE 40 IPS .6 GENERAL NOTES 5. WATER LEVELS SHOWN INDICATE AVERAGE SURFACE ELEVATIONS DURING OPERATION. ELEVATIONS MAY DIFFER It DURING SHUTDOWN CONDITIONS. ...... . ....... mAd , " i 6. 1 THESE PLANS ARE INTENDED FOR WATER FEATURE CONSTRUCTION USE ONLY. SEE DRAWINGS BY RESPECTIVE 7. DESIGNERS FOR OTHER ASPECTS OF CONSTRUCTION. 8. REFER TO SPECIFICATIONS FOR COLOR, TYPE OF BOULDERS TO BE USED, AND INSTALLATION REQUIREMENTS. THE 2. ALL RECIRCULATION PIPE SHALL BE INSTALLED SO THE FLOW IS SLIGHTLY OFF LEVEL OR UPHILL TO PREVENT AIR TRAPS AND SHALL HAVE A S—O" (MIN) COVER OUTSIDE WATER FEATURE LIMITS AND A V-0" (MIN) COVER WITHIN PAINT ALL EXPOSED PVC PIPE WITHIN THE LAKE AREA AND VISIBLE FROM THE SHORELINE WITH BLACK OR DARK UNLESS OTHERWISE NOTED. BLUE PAINT SUITABLE FOR PLASTIC SURFACES. 10. 3. 4 FOLLOWING SCHEDULE UNLESS OTHERWISE NOTED. 11. CONCRETE FOR LAKE CONSTRUCTION UNLESS OTHERWISE SPECIFIED ON PLANS SHALL BE 6 SAC MINIMUM PEA GRAVEL PUMP MIX AND SHALL BE ABLE TO BE PUMPED AT A 3 SLUMP W/ A TRAILER MOUNTED GROUT PUMP 'R V WITH A 2" HOSE. M; LEGEND a_� ... ....... .... .............. Y. 2,11 SHADED AREA INDICATES LIMIT OF CONCRETE INDICATES SHORELINE W/ EXPOSED LINER = 21i ------------- ... .......... .. . . . . . . . . . . . . . . . . 5' 0 20% 6' 0 10% . . ....... . ..... .. . ......... ....... ........ . ...... INDICATES RECIRCULA11ON PIPE & SIZE— . . . ................ � ........... INDICATES DISCHARGE RISER . . ...... INDICATES RIVER COBBLE SHELL . ............. . .. ....... ......... .. ..... ...... ............. ...... SEE GENERAL NOTES # . . ..... . ..... ......... ......... . . ...... 12 0 . ........ . ........... .. . ..... ........ . < INDICATES 1/2"0 WEIGHTED AERATION TUBING .. . ...... . 777777M 12 0 INDICATES RECIRCULATION INTAKE PIPE AND SIZE . .. . .... . . ....... . ............... _A� DR! . .... . .... . . . ........ .. . ..... INDICATES AIR LINE TUBE INDICATES TOTAL EFFECTIVE WEIR LENGTH Al I .... A INDICATES TOP OF WEIR ELEVATION . .. . ....... V 6'. INDICATES RECIRCULATION FLOW IN GALLONS 1,14 �N, nliL� PER MINUTE ±25% x, "I", M 8� . .. .... �11'11 -61 J., % INDICATES WATER SURFACE ELEVATION R, 'H N INDICATES FINISH BOTTOM ELEVATION v p zO ...... ...... . q—, IL_140_4 ..... ..... . . ........ ....... .... ...... . ... ... INDICATES DETAIL LETTER DESIGNATION �a . ......... INDICATES SHEET LOCATION A FOOT INDICATES SECTION DIRECTION A ',y,' INDICATES AERA11ON POD liif NI.. CITY OF BAKERSFIELD, CALV=ORNHA nli T P -M A m Ham MIMUT11p IN .211TIVS.- BAKERSFIEL" S"'IRTS VILLAGE PHASE I SOCCER COMPLEX - ---------- - - 7.9-166 m 0 30 0 AND LARGER 80 PSI PVC PIPE OR AS SPECIFIED ON PLAN 18 0 27 0 80 PSI PVC IRRIGATION PIPE (P.I.P.) 10"0 15"0 100 PSI PVC, IRRIGATION PIPE (P.I.P.) 0 ZN 0, 6 0 AND SMALLER SCHEDULE 40 IPS .6 GENERAL NOTES 5. WATER LEVELS SHOWN INDICATE AVERAGE SURFACE ELEVATIONS DURING OPERATION. ELEVATIONS MAY DIFFER It DURING SHUTDOWN CONDITIONS. ...... . ....... mAd , " i 6. 1 THESE PLANS ARE INTENDED FOR WATER FEATURE CONSTRUCTION USE ONLY. SEE DRAWINGS BY RESPECTIVE 7. DESIGNERS FOR OTHER ASPECTS OF CONSTRUCTION. 8. REFER TO SPECIFICATIONS FOR COLOR, TYPE OF BOULDERS TO BE USED, AND INSTALLATION REQUIREMENTS. THE 2. ALL RECIRCULATION PIPE SHALL BE INSTALLED SO THE FLOW IS SLIGHTLY OFF LEVEL OR UPHILL TO PREVENT AIR TRAPS AND SHALL HAVE A S—O" (MIN) COVER OUTSIDE WATER FEATURE LIMITS AND A V-0" (MIN) COVER WITHIN PAINT ALL EXPOSED PVC PIPE WITHIN THE LAKE AREA AND VISIBLE FROM THE SHORELINE WITH BLACK OR DARK UNLESS OTHERWISE NOTED. BLUE PAINT SUITABLE FOR PLASTIC SURFACES. 10. 3. ALL PVC PIPE SHALL BE PER THE FOLLOWING SCHEDULE UNLESS OTHERWISE NOTED. 11. CONCRETE FOR LAKE CONSTRUCTION UNLESS OTHERWISE SPECIFIED ON PLANS SHALL BE 6 SAC MINIMUM PEA 2,11 SHADED AREA INDICATES LIMIT OF CONCRETE INDICATES SHORELINE W/ EXPOSED LINER = 21i ------------- ... .......... .. . . . . . . . . . . . . . . . . 5' 0 20% 6' 0 10% . . ....... . ..... .. . ......... ....... ........ . ...... INDICATES RECIRCULA11ON PIPE & SIZE— . . . ................ � ........... INDICATES DISCHARGE RISER . . ...... INDICATES RIVER COBBLE SHELL . ............. . .. ....... ......... .. ..... ...... ............. ...... SEE GENERAL NOTES # . . ..... . ..... ......... ......... . . ...... 12 0 . ........ . ........... .. . ..... ........ . < INDICATES 1/2"0 WEIGHTED AERATION TUBING .. . ...... . 777777M 12 0 INDICATES RECIRCULATION INTAKE PIPE AND SIZE . .. . .... . . ....... . ............... _A� DR! . .... . .... . . . ........ .. . ..... INDICATES AIR LINE TUBE INDICATES TOTAL EFFECTIVE WEIR LENGTH Al I .... A INDICATES TOP OF WEIR ELEVATION . .. . ....... V 6'. INDICATES RECIRCULATION FLOW IN GALLONS 1,14 �N, nliL� PER MINUTE ±25% x, "I", M 8� . .. .... �11'11 -61 J., % INDICATES WATER SURFACE ELEVATION R, 'H N INDICATES FINISH BOTTOM ELEVATION v p zO ...... ...... . q—, IL_140_4 ..... ..... . . ........ ....... .... ...... . ... ... INDICATES DETAIL LETTER DESIGNATION �a . ......... INDICATES SHEET LOCATION A FOOT INDICATES SECTION DIRECTION A ',y,' INDICATES AERA11ON POD liif NI.. CITY OF BAKERSFIELD, CALV=ORNHA nli T P -M A m Ham MIMUT11p IN .211TIVS.- BAKERSFIEL" S"'IRTS VILLAGE PHASE I SOCCER COMPLEX - ---------- - - 7.9-166 m 30 0 AND LARGER 80 PSI PVC PIPE OR AS SPECIFIED ON PLAN 18 0 27 0 80 PSI PVC IRRIGATION PIPE (P.I.P.) 10"0 15"0 100 PSI PVC, IRRIGATION PIPE (P.I.P.) 8 0 RING—TITE (RT) CLASS 160 0, 6 0 AND SMALLER SCHEDULE 40 IPS 4. THE MEMBRANE LINER SHALL BE 30 MIL PVC—SEE LINER SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. WATER LEVELS SHOWN INDICATE AVERAGE SURFACE ELEVATIONS DURING OPERATION. ELEVATIONS MAY DIFFER It DURING SHUTDOWN CONDITIONS. ...... . ....... mAd , " i 6. ALL MANUFACTURER PRODUCT CALLOUTS SHOWN IN THESE PLANS SHALL BE CONSIDERED "OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 7. THE LAKE CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRICAL POWER PRIOR TO PURCHASING EQUIPMENT. 8. REFER TO SPECIFICATIONS FOR COLOR, TYPE OF BOULDERS TO BE USED, AND INSTALLATION REQUIREMENTS. THE LAKE CONTRACTOR SHALL FURNISH AND INSTALL BOULDERS SUBJECT TO APPROVAL OF THE OWNER. NOTIFY OWNER'S REPRESENTATIVE PRIOR TO SETTING ANY BOULDERS. 9. PAINT ALL EXPOSED PVC PIPE WITHIN THE LAKE AREA AND VISIBLE FROM THE SHORELINE WITH BLACK OR DARK BLUE PAINT SUITABLE FOR PLASTIC SURFACES. 10. TOP OF CONCRETE SHORELINE CONTROL WEIR ELEVATIONS SHALL BE INSTALLED .05 OF ELEVAT ON AS SHOWN ON PLANS. 11. CONCRETE FOR LAKE CONSTRUCTION UNLESS OTHERWISE SPECIFIED ON PLANS SHALL BE 6 SAC MINIMUM PEA GRAVEL PUMP MIX AND SHALL BE ABLE TO BE PUMPED AT A 3 SLUMP W/ A TRAILER MOUNTED GROUT PUMP 'R V WITH A 2" HOSE. LEGEND a_� 2,11 SHADED AREA INDICATES LIMIT OF CONCRETE INDICATES SHORELINE W/ EXPOSED LINER = 21i ------------- ... .......... .. . . . . . . . . . . . . . . . . 5' 0 20% 6' 0 10% . . ....... . ..... .. . ......... ....... ........ . ...... INDICATES RECIRCULA11ON PIPE & SIZE— . . . ................ � ........... INDICATES DISCHARGE RISER . . ...... INDICATES RIVER COBBLE SHELL . ............. . .. ....... ......... .. ..... ...... ............. ...... SEE GENERAL NOTES # . . ..... . ..... ......... ......... . . ...... 12 0 . ........ . ........... .. . ..... ........ . < INDICATES 1/2"0 WEIGHTED AERATION TUBING .. . ...... . 777777M 12 0 INDICATES RECIRCULATION INTAKE PIPE AND SIZE . .. . .... . . ....... . ............... _A� DR! . .... . .... . . . ........ .. . ..... INDICATES AIR LINE TUBE INDICATES TOTAL EFFECTIVE WEIR LENGTH Al I .... A INDICATES TOP OF WEIR ELEVATION . .. . ....... V 6'. INDICATES RECIRCULATION FLOW IN GALLONS 1,14 �N, nliL� PER MINUTE ±25% x, "I", M 8� . .. .... �11'11 -61 J., % INDICATES WATER SURFACE ELEVATION R, 'H N INDICATES FINISH BOTTOM ELEVATION v p zO ...... ...... . q—, IL_140_4 ..... ..... . . ........ ....... .... ...... . ... ... INDICATES DETAIL LETTER DESIGNATION �a . ......... INDICATES SHEET LOCATION A FOOT INDICATES SECTION DIRECTION A ',y,' INDICATES AERA11ON POD liif NI.. CITY OF BAKERSFIELD, CALV=ORNHA nli T P -M A m Ham MIMUT11p IN .211TIVS.- BAKERSFIEL" S"'IRTS VILLAGE PHASE I SOCCER COMPLEX - ---------- - - 7.9-166 m PER PLAN II (OPTIONAL) RAIN TRENCI DURIN6 RAIN SEASON LAKE ROUGH GRADE 4 (BY ROUGH GRADING CONTRACTOR) PER PLAN 24„ HATCH AREA 8 INDICATES FINAL SHAPING/GRADING BY LAKE CONTRACTOR LAKE GRADING / SHAPING (BY LAKE= CONTRACTOR) POINT OF TIE-IN TO PROPOSED GRADE a I NOW ®®L REVISIONS (80=M 7 IN LU 0) No. DATE DESCRIPTION F= C_:�gw U.� %1LNI' 111,� S /7 X �=WT LIU, No, C33540 2 too SELF >: Exp. 06-30-40 0) (P L-Ij (0 0 0 O -JN cjvl\, 3 0 3:1 CA C\1 Uj Z �5 0 �Z N , 00 :) V ADDENDUM NO. 4 40 U10i,. OY2 9 < o PLANTING REMOVED FROM DETAIL PER ADDEN. NO. 04 W co rr W IL �z 9 0 oll- p N _31 PLAN A, I z: �_PLAN < 5Up,,,FA6F 00" 5 HAI 8" X 6' ANCHOR ry TRENCH - BACKFILL SOLID W/EARTH COVER LAKE BOTTOM/SIDE SLOPES LU (TOLERANCE +67-6") W < 15 WIDE STRIP OF 8 OZ. MAINTAIN STRA16HT GRADE > Ln NONWOVEN 6EOTEXTI LE FABRIC OVERLINER ffi 12" THICK SELECT SOIL COVER 4 o PREPARED SUBGRADE PER SPECIFICATIONS MAINTAIN EQUIPMENT WI DTH 15MINI MUM PVC MEMBRANE LINER PER SPECIFICATIONS E V. PER I�♦ 11 -011 ARTH COVER LAKE BOTTOM/ SIDE SLOPES (TOLERANCE +67-61) MAINTAIN STRA16HT GRADE 12 .... RE I o I 4 FILL SOIL OVER LINER U Hill AT I' DEPTH PER SPECS 17 LINER PER SPECIFICATIONS 4 Section 4216/4217 of the government code requires a dig alert identification number be issued before a permit to excavate" will be valid. Call (2) working days before you dig. A LAKE SHORELINE U'Pho"ADn"ING' & laNIE36TALLA"'11"10"'N P"h"00"CED"U"RE iii, 2,11111:411t- Mill,L. W.S. File Name: Job No.: 8761—C --1-1 ........... Date: 10-28-08 .11 MAINTAIN EQUIPMENT WIDTH 15'MINI MUM I MAINTAIN EQUIPMENT WIDTH 15'MINI MUM Dawn: CrR D e s i g in e r: CIVIS 1111-111111-1-_ ............. Checked By: CMS --mill 1. ALI GN PANELS t OVERLAP EDGES APPROX. 6"(MIN.). 2® FOLD BACK EDGES OF TOP SHEET � CLEAN BOTH ............. ....... ...... ....... ............... ...... SEAM SURFACES THOROUGHLY W/CLEAN RAGS- IF .......... ........... ............... ........ NECESSARY, USE M.E.K.(METHYL-ETHYL-KEYTONE) ........... ....... ..... ...... ............. .......... SPARINGLY TO REMOVE GREASE, OILOR OTHER ....... 1� ...... CONTAMINANTS. I. .......... ........... 3® APPLY SEAM ADHESIVE PER MANUFACTURER'S REV. 07/08/02 RECOMENDA I ION WI SQUEEZE BOTTLE. START WITH " z TO 3 BEADS WORKING IN APPROX 5 TO 4 FOOT INCREMENTS ALONG SEAM. PRESS OR ROLL SEAM :,' .` TOGETHER IMMEDIATELY. SUFFICIENT ADHESIVE SHOULD BE APPLIED TO FORM A CONTINUOUS WELD OF NOT 5 LESS THAN 2" WIDE. GLUE DOWN ALL LOOSE EDGES. DO NOT LEAVE EXPOSED BEADS OF GLUE ON LINER SURFACE AS IT WILL BURN HOLES!! PRESS ADHESIVE OUT OF SEAM AND WIPE OFF EXCESS. 4 AFTER I TO 2 HOURS (PREFERABLY OVERNIGHT), REINSPECT SEAMS GLUE DOWN ANY ADDITIONAL 4 I NOW ®®L REVISIONS (80=M 7 IN LU 0) No. DATE DESCRIPTION F= C_:�gw U.� %1LNI' 111,� S /7 X �=WT LIU, No, C33540 2 too SELF >: Exp. 06-30-40 0) (P L-Ij (0 0 0 O -JN cjvl\, 3 0 3:1 CA C\1 Uj Z �5 0 �Z N , 00 :) V ADDENDUM NO. 4 40 U10i,. OY2 9 < o PLANTING REMOVED FROM DETAIL PER ADDEN. NO. 04 W co rr W IL �z 9 0 oll- p N _31 PLAN A, I z: �_PLAN < 5Up,,,FA6F 00" 5 HAI 8" X 6' ANCHOR ry TRENCH - BACKFILL SOLID W/EARTH COVER LAKE BOTTOM/SIDE SLOPES LU (TOLERANCE +67-6") W < 15 WIDE STRIP OF 8 OZ. MAINTAIN STRA16HT GRADE > Ln NONWOVEN 6EOTEXTI LE FABRIC OVERLINER ffi 12" THICK SELECT SOIL COVER 4 o PREPARED SUBGRADE PER SPECIFICATIONS MAINTAIN EQUIPMENT WI DTH 15MINI MUM PVC MEMBRANE LINER PER SPECIFICATIONS E V. PER I�♦ 11 -011 ARTH COVER LAKE BOTTOM/ SIDE SLOPES (TOLERANCE +67-61) MAINTAIN STRA16HT GRADE 12 .... RE I o I 4 FILL SOIL OVER LINER U Hill AT I' DEPTH PER SPECS 17 LINER PER SPECIFICATIONS 4 Section 4216/4217 of the government code requires a dig alert identification number be issued before a permit to excavate" will be valid. Call (2) working days before you dig. A LAKE SHORELINE U'Pho"ADn"ING' & laNIE36TALLA"'11"10"'N P"h"00"CED"U"RE iii, 2,11111:411t- Mill,L. W.S. File Name: Job No.: 8761—C --1-1 ........... Date: 10-28-08 .11 MAINTAIN EQUIPMENT WIDTH 15'MINI MUM I MAINTAIN EQUIPMENT WIDTH 15'MINI MUM Dawn: CrR D e s i g in e r: CIVIS 1111-111111-1-_ ............. Checked By: CMS --mill 1. ALI GN PANELS t OVERLAP EDGES APPROX. 6"(MIN.). 2® FOLD BACK EDGES OF TOP SHEET � CLEAN BOTH ............. ....... ...... ....... ............... ...... SEAM SURFACES THOROUGHLY W/CLEAN RAGS- IF .......... ........... ............... ........ NECESSARY, USE M.E.K.(METHYL-ETHYL-KEYTONE) ........... ....... ..... ...... ............. .......... SPARINGLY TO REMOVE GREASE, OILOR OTHER ....... 1� ...... CONTAMINANTS. I. .......... ........... 3® APPLY SEAM ADHESIVE PER MANUFACTURER'S REV. 07/08/02 A lull I N04 W:0 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 7.9-166 1W A T E—iR�F�E—�A�TiUIR�E DETAILS I SHEET NO. 103 1 2 RECOMENDA I ION WI SQUEEZE BOTTLE. START WITH " z TO 3 BEADS WORKING IN APPROX 5 TO 4 FOOT INCREMENTS ALONG SEAM. PRESS OR ROLL SEAM :,' .` TOGETHER IMMEDIATELY. SUFFICIENT ADHESIVE SHOULD BE APPLIED TO FORM A CONTINUOUS WELD OF NOT 5 LESS THAN 2" WIDE. GLUE DOWN ALL LOOSE EDGES. DO NOT LEAVE EXPOSED BEADS OF GLUE ON LINER SURFACE AS IT WILL BURN HOLES!! PRESS ADHESIVE OUT OF SEAM AND WIPE OFF EXCESS. 4 AFTER I TO 2 HOURS (PREFERABLY OVERNIGHT), REINSPECT SEAMS GLUE DOWN ANY ADDITIONAL LOOSE EDGES. NOTE: KEEP CAP TIGHTLY SEALED ON CAN AT ALL TIMES. THIS MATERIAL IS HYDROSCOPIC $ WILL ABSORB MOISTURE FROM THE AIR. DO NOT USE IF ADHESIVE HAS THICKENED OR CLOUDED. DA 6 f -R 1: FLAMMABLE MIXTURE - DO NOT USE NEAR FIRE, FLAME, OR ELECTRICAL SPARK. VAPORS MAY IGNITE EXPLOSIVELY. STORE IN COOL DRY AREA. WARNING!: REFER TO MANUFACTURER'S, WARNINGS ON LABEL OF CONTAINER FOR SAFE USE OF ADHESIVES AND CLEANING FLUIDS. CHECK FOR MANUFACTURER'S SPECS. A lull I N04 W:0 BAKERSFIELD SPORTS VILLAGE PHASE 1 SOCCER COMPLEX 7.9-166 1W A T E—iR�F�E—�A�TiUIR�E DETAILS I SHEET NO. 103 1 2 ym0C4all ;t01: No. DATE DIESCRIPMON 09 U xtp i5 e f rn No; 033540 w/ Exp. 06-30-10 Ilk- civivPER WARRICK �� IES P WITH PVC NOTE: DIEL LOCATE LEVEL CONTROL �� Y MATERIALLOCATION WITH OWNER REPRESENTATIVE, 00 L f '0 SLIP PEM ADAPTER A LIQUID TITS 112' LL 'E FLEX CONDUIT 3 , € 1 6 HOLES(DRILLED) FOR a\. ! i 1/2" 45 LBOW \ \ \\ 3 VENTILATION K :CONCEAL WITH31A CONDUIT T \°� \ r X I ROCKS OR !jL&NT_5_NTLER UIQ \ jj PIPE TO E90 OELBOW LOCATED d a..e.,o.aa • E TEE SLI ------------ LOWEST TER L L W I SUSPENDEDROBE ° I.K CONTROLS -� IE PEP PL S '.'2.................................................................................................................................. \.x 4 p " SMI PVC ° 4 4 Ai. +, , e y r g v < WEIGHTEDFROM VAULT SEE PROBES TO BE DETERMINED , � � , 4 �. ; . ; • _� ; , .�• �. .�..�•, �., � � :� : ��• :. �' �•:� . •� ,, • PLAN FOR QUANTITY�.ti..w...�.. PRIOR TO CONSTRUCTION)PUMP STATION FLOOR HOSE PER SPECIFICATIONSg A .4a PVC I 4"�'�, . t� °� :a.�P a • ' '�,:� '_.z <• ':�&� `. , °6 :;�,,<�„,....,.,., :•.'' � �' ,` .s�: \r' e+• .. h, ...,. € i ' E {E '•' p: VC TEE m II i ^' 4 :k.VALVA PESPROBE ELEVATIONS TO B i TEE TO VALVE �; (_`€ B PVC F tREDUCER a T5 PIPS T DETERMINED Y LAKE/SAVALVESMAXPER BUSHING 2o FEATURE EN61NEER PRIOR T , ,y.,e�v.°\,. 4, ° ,.. �. ��,.Y\�� ', , a' • .e e., . ' 4 \�...:..�, .... ........ ............. .......................... .... ....... E i t i Ea IE � °.amw T ,TIS PVC CAP it i 4. COVER }[�I •� 38 1 ! E \ \ �ts it WITH CONCRETE LEVEL CONTROL AT PUMP STATION . >•s;t3:_hi. ce, c I ,........ j � �` . 6 `,�e,e, .. ..Ia.,:�. • y.,.' a.'' ` .,# , ,. . ,5.,.sa ”' `'. °, . , 4° = e .. � .. • .4r .y• .„,* � r \\�a \ � '\' \�# ,•� \ . ',``,#��`.\ \" `� \ :" \ \`��` �z'�a�w:yh �£M .n, : ,�`t. &}5 :',j#€I€.•,^,;r'•i>. ` f�£ii ..s..........i<..s.<...'s..�.E.._Il..l...;E'..i s /�s d ..`.8.�...i............{ ..:...�.��...`..�.I!..I°S. I, ...' ..I. ....f. ..II......... 40 ..."..^.".....;. PILWITH CONCRETE ES . APLANu . .v..�.,w,2�""�,".wI+,•^" IN �I � � •-`�,w.w.., �.,£ 5 ,.�E,..�...5 M•....,,e.. ..,.,�w,,_,:.,:�.....wT,��.� ...,.�#.O.>.,... P^^ 5 s E s.�3._ .,...,...w..,,.,�;����r • E� I#� ,N t �P�, �4 �€..5: � .Irvy" .j#•,,..c�»'., ,.I "...,"'5..� ...,f, H, 6A. . OCT. I LIMITS PER PLAN \ AND AILS CONTINUOUS TIP P /4' �THICK II I IRRIGATION 5 MIN, PPS E E 1/2% ' STREET WA STOP PER "GETCO" PLAN PER THREAD/THREAD WAT STOP I VOL Y WB -ADHESIVE "BROOKS PRODUCTS!' 1/2"TIT /COMPRESSION I 1/2" I`COUPLERT HOSE} GONG. PAD W I 114' 114 BUSHING $` THICK G ....... _....... .._.......... _........ ..._..................... ......._.STAINLESSSTEEL ALUMINUM ANS C'g£O3 ¢ N$T 4 MEMBRANE 1 1/2110 COUPLER _..... P — DRILL 114' IA. HOLES ' SECURE!404 MIFY SHORELINE P P TO PAD T ATTACH LLT DIFFUSERII SPECIFICATIONS I " PI NAILDRIVE ANCHOR, APPLY BUTYL TAPE PER SPECSSTAY P E BETS LIN AND PADSILT APIA, W.S.IELEVATION PP P SPECIFICATIONS _..... I ALS ADAPTED IT 4g § HOSE PER I 1/2% PVC , SPECIFICATIONS FROM ALT SES PNP NA Ju TEE jIt L £ PVC SLEEVE 30 IL P' LIN ~ LNC � I� � WI CUSHION LINA APPLIEDNT. SECTION A �� PIPS BOOT . ALN E PAS E , DETAIL THICK CONCRETE E PAS EINP4 W/ SECTION (2) # 3 BARS IO.C. EA. Y ` ic] c31er ur`,r PERSPECTIVE vfIJ AERATION BUBBLE DIFFUSER 3 11=I1—u 7.9-166 BAKERSFIELD SPORTS VILLAGE ......... . ....... ......... ...... . .. CITY OF BAKERSFIELD, CALUrm-mORNIA r PHASE 1 SOCCER COMPLEX . ..... y: X x x X. X x 3 STILL WELL AERATION COMPRESSOR I FUTURE AERATION COMPRESSOR 07 4 MIN, CLEARANCE CAST MODEL# 1025 t. CAST MODEL# 1023 5/4 HP, 12OVs @ 8.5 CFM 514 HP, 120V, @ 8.5 CFM SAFETY LADDER TO BE FASTENED TO I 81-01 x 6-01 x 16-610) C=) UNISTRUIT FRAME W/ h WET WELL NING '0� 12'�(ITX18!'(D) FOOTING X. " t I. i't 1W 1,11, WELL ACCESSism EAx , -T-30"--4NTAKE PIPE . . ... ......... ....... ........... - ....... .... - ...... . .... FUTURE FEATURE PUMP ("IN!"" By, I x IN 3 1, Z., nnk k� .... I ..... . . . . . . , ru FUTURE IRR16ATION PUMPS 53 a LAKE ED6E--s- x 1p; 5HP PRESSURE PRESSURE RELIEF VALVE MAINTENANCE PUMP x CABINET." COOLER F ILTER FLUSH LINE x Z: 70, I M r,N BYPASS MA6NETIC FLOWMETER ............ ................ .................................. .... . I I b-- REF __o_ x LAWp f - PLAN, 211-o" x lo' I MIN. SLAB x MIN. ACCESS AREA FOR Z -PIPE. DO NOT POUR SLAB IN THIS AREA x x v. MIN. C ARAN( E X xj _ 64 it 87 it ACID BOOSTER (NTS) FERT PUMP (NITS) F:e N ' e: PUBLIC WORKS DEPARTMENT D o t PROVIDE —MIN. 36' ENCLOSURE 51 m m Mal =00 CONTROL PANEL EOUIPMENT LIST19 IRRIGATION CONTROLS ...... . . ....... . BY RAINBIRD ..... .... . . . ---------------------------- FUTURE AERATION COMPRESSOR 514 HP WATER GUAL. Fl LTER SUMP PUMP 18 MIN LR 6' THIS. SLAB All moral' HWL PER PLAN REINFORCED W/ w WATER FEATURE PUMP TO BE VERIFIED -11 v I All 45 @ 161 O.C. U A 1/4 _21 FF 320® 5 MIN. BEFORE CONSTR. Z PIPE ASSEMBLY EACH WAY 1-1111 IN 0) 0 - NWL PER PLAN CONTROL PANEL EOUIPMENT LIST19 IRRIGATION CONTROLS ...... . . ....... . BY RAINBIRD ..... .... . . . ---------------------------- FUTURE AERATION COMPRESSOR 514 HP WATER GUAL. Fl LTER SUMP PUMP NO iL- FERTIGATION EOUIPMENT ----- --------- ------- ---- ------ --------- - - - - - - - - - - - - - - - BY WERECON moral' RECEPTACLES�i����ii�ii�iii�i��i�iiiiiiiiiMiiii w WATER FEATURE PUMP LEVEL CONTROLS < FF 320® _j NOTE: LAKE CONTRACTOR TO MAKE SURE ALL WATER FEATURE ELECTRICAL EOUIPMENT IS CONTROLLED WITH IRRIGATION CONTROL PANEL NOTE: LAKE CONTRACTOR TO MAKE SURE ALL WATER FEATURE ELECTRICAL EOUIPMENT 15 CONTROLLED WITH IRR16ATION CONTROL PANEL BAKERSFIELD SPORTS VILLAGA PHASE 1 SOCCER COMPLEX PUMPDEPTH 5.5 FT. IF 6' GRAVEL BASE ..................... COMPACTED SUBGRADE 0 PER SPECIFICATIONS W INV 321 cf) kn a I. DIMENSIONS SHOWN ARE MINIMUM RECOMMENDED CLEARANCES FROM PUMP STATI 0 - TO INSIDE WALLS. PUMP HOUSE WALL THICKNESS SHOULD BE ADDED TO OBTAIN OVERALL SLAB DIMENSIONS. w 2. SLAB DETAIL 15 PROVIDED FOR ILLUSTRATION ONLY. THE ARCHITECT OR PROJEC ENGINEER SHOULD BE CONSULTED FOR CONSTRUCTION DETAIL, < FF 320® _j _j 0) 0 - APPX MAX FLA: 473 A m 0 SERVICE REO: 600 A IF 6' GRAVEL BASE ..................... COMPACTED SUBGRADE 0 PER SPECIFICATIONS W cf) IRRIGATION NOTES: I. DIMENSIONS SHOWN ARE MINIMUM RECOMMENDED CLEARANCES FROM PUMP STATI 0 - TO INSIDE WALLS. PUMP HOUSE WALL THICKNESS SHOULD BE ADDED TO OBTAIN OVERALL SLAB DIMENSIONS. w 2. SLAB DETAIL 15 PROVIDED FOR ILLUSTRATION ONLY. THE ARCHITECT OR PROJEC ENGINEER SHOULD BE CONSULTED FOR CONSTRUCTION DETAIL, < 3. SLAB AND PUMP HOUSE MUST BE BUILT IN ACCORDANCE WITH LOCAL BUILDING C _j _j 0) POWER: 460/60/3 V/HZ/PH APPX MAX FLA: 473 A m 0 SERVICE REO: 600 A [L FLOW (NOW).- 750 GPM cr) FLOW (FUTUREY. 2250 GPM 0 85' HEAD C) DISCHARGE PRESSURE: 120 PSI _j LU LL co cr w 7.9-166 V O O 1 O Q 0 0 0 CD O CL I 1 W _I }j I I �� � ► � � j 3 f I € I t I t t L—J I�I I I I I I I G. TYPIGAL w I _.. TYPI L _ I I I I m T .. Fr - � I /47-1 C1 SE # SE E�� IO 0SE �. ,` ,� SEW ..».. I � 4+ It" v r #1 i I r �_ — 5E TYP PICALI I I K_3 I � I I I I � I � 3 L I _.. LJ I ' I I I --------- L-J I I L -J I i I � �J I €�# € I I I L _- - - -—....T. -- — —.. -.. — — 1 .1-119,-4-1-411 4 -D 1 L t I 3 S I I I 3 E �f \ Ii N ................... i t' ---------- cA��F �_ — 5E TYP PICALI I I K_3 I � I I I I � I � 3 L I _.. LJ I ' I I I --------- L-J I I L -J I i I � �J I €�# € I I I L _- - - -—....T. -- — —.. -.. — — 1 .1-119,-4-1-411 4 -D 1 L t I 3 S I I I 3 E �f �_ — 5E TYP PICALI I I K_3 I � I I I I � I � 3 L I _.. LJ I ' I I I --------- L-J I I L -J I i I � �J I €�# € I I I L _- - - -—....T. -- — —.. -.. — — 1 .1-119,-4-1-411 4 -D 1 L t I 3 S I I I a No. E013083 R�Gsv TF N ................... i t' ---------- LJ EE E LJ I L- I I I I L J F I I I f WE 371 / / 4-71 / / 5EE rc–��3 TYPICAL LIGHTING SITE PLAN � SCALE: I"=60' F°` "°m`: o`°w°: BAKERSFIELD SPORTS VILLAGE CITY OF BAKERSFIELU, CALIFORNIA PUBLIC WORKS DEPARTMENT yob Na: Zoog—,00 Designer: Date: io—is—oe Checked By PHASE 1 SOCCER COMPLEX LIGHTING SITE PLAN DESCRIPTION 7.9-166 MA4 2 a No. E013083 R�Gsv TF N OF cA��F r -- CL Li n SwUnnttMM�y ` M6/4€L, I of W 00&� ® iQemit Q od befe s a "p"R to emvaW wN be vdkL 5: Cd t2, CO O CL 0 W cn w SHEET N0. SK -3 M a 1 2