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HomeMy WebLinkAbout7.1-202PROJECT DIRECTORY OWNER a City of Bakersfield 1501 Truxtun Avenue Phone: 661.326.3586 Bakersfield, CA 93301 Fax: 661.852.2120 Nick Fidler, Project Manager PARKS AND RECREATION DEPARTMENT 1600 Truxtun Avenue Phone: 661.326.3354 Bakersfield, CA 93301 Fax: 661.852.2140 Ken Trone, Construction & Facilities Planner LANDSCAPE ARCHITECT { 11 30 11 RRM Design Group RD 3765 South Higuera Street, Suite 102 Phone: 805.543.1794 San Luis Obispo, CA 93401 ' Fax: 805.543.4609 Lief McKay, Project Manager ARRISROA CIVIL ENGINEER McIntosh & Associates o 2001 Wheelan Court Phone: 661.834.4814 Bakersfield, CA 93309 Fax: 661.834.0972 Mike Noel �0 ELECTRICAL ENGINEERS Thoma Electric ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT 3562 Empleo Street, Ste. C Phone: 805.543.3850 San Luis Obispo, CA 93401 Fax: 805.543.3829 Christopher Jose EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT SOILS ENGINEER Soils Engineering, Inc. 4400 Yeager Way Phone: 661.831.5100 Bakersfield, CA 93313 Fax: 661.831.2111 Tony Frangie, P.E., REA II STATE OF CALIFORNIA NO TE.• THE CON TRA C TOR MUST POSSESS THE FOL L 0 WI NG VALID LICENSES.• CLASS A OR CLASS 6 • CITY OF BAKERSFIELD DEPARTMENT of PUBLIC WORKS 5709 Mountain Vista Drive, Bakersfield, CA 93311 LOCATION. MAP D � a DATE c�E04PNi .0 c�4 s"ERR ,04, vG a Q z DRAWN BY AK p ry w PACHECO { 11 30 11 m RD O:� w ARRISROA sT4 rr OF CAS, - �� o >r O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN �0 THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH NOT TO SCALE MINO MEDIA LJ Q MING � 0 Iz O LL_ O CD I) Q Q O NN� W LU I z _ F- Cn Q WHITE LANE I o� PANAMA LANE ` CPI PROJECT S/ T VICINITY MAP NO T TO SCALE DEFERRED SUBMITTALS 1. PREFABRICATED RESTROOM 2. SPLASH PAD M DIG ALERT DIAL TOLL FREE AT LEAST 2 DAYS BEFORE YOU DIG I ®E SHEET INDEX TS -1.01 TITLE SHEET RS -1.01 GENERAL NOTES & ABBREVIATIONS RS -2.01 EXISTING CONDITIONS RS -3.01 SITE REFERENCE PLAN DM -1.01 DEMOLITION PLAN CP -1.01 CONSTRUCTION LEGEND & NOTES CP -2.01 CONSTRUCTION PLAN AREA'A' CP -2.02 CONSTRUCTION PLAN AREA'B' CP -2.03 CONSTRUCTION PLAN AREA'C' CP -2.04 CONSTRUCTION PLAN AREA'D' CP -2.05 CONSTRUCTION PLAN AREAE' CP -3.01 ENLARGED PLAN - BASKETBALL COURTS CP -3.02 ENLARGED PLAN - GROUP PICNIC AREA CP -3.03 ENLARGED PLAN - PLAYGROUND CP -3.04 ENLARGED PLAN - SPLASH PAD GR -1.01 GRADING PLAN - NORTH GR -1.02 GRADING PLAN - SOUTH GR -1.03 GRADING DETAILS HC -1.01 HORIZONTAL CONTROL PLAN - NORTH HC -1.02 HORIZONTAL CONTROL PLAN - SOUTH HC -1.03 HORIZONTAL CONTROL PLAN - RADII UT -1.01 SITE UTILITY PLAN UT -1.02 SITE UTILITY DETAILS CD -1.01 CONSTRUCTION DETAILS CD -1.02 CONSTRUCTION DETAILS CD -1.03 CONSTRUCTION DETAILS CD -1.04 CONSTRUCTION DETAILS CD -1.05 CONSTRUCTION DETAILS IR -1.01 IRRIGATION LEGEND & NOTES IR -2.01 IRRIGATION MAINLINE ROUTING PLAN IR -3.01 IRRIGATION PLAN AREA'A' IR -3.02 IRRIGATION PLAN AREA'B' IR -3.03 IRRIGATION PLAN AREA'C' \ IR -3.04 IRRIGATION PLAN AREA -D' IR -3.05 IRRIGATION PLAN AREAE' G. IR -4.01 IRRIGATION DETAILS IR -4.02 IRRIGATION DETAILS PL -1.01 PLANTING LEGEND & NOTES PL -2.01 PLANTING PLAN AREA'A' PL -2.02 PLANTING PLAN AREA'B' PL -2.03 PLANTING PLAN AREA'C' PL -2.04 PLANTING PLAN AREA'D' PL -2.05 PLANTING PLAN AREA'E' PL -3.01 PLANTING DETAILS E-1.0 ELECTRICAL NOTES, LEGENDS AND SINGLE LINE DIAGRAM E-2.0 ELECTRICAL SITE PLAN E-3.0 ELECTRICAL SCHEDULE AND DETAILS E-4.0 ELECTRICAL SCHEDULE AND DETAILS E-5.0 ENERGY COMPLIANCE - EXTERIOR TITLE 24 APPROVED BY. Z//l0 RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECO DED BY: City acknowledgement of water plans for c. ". construction and approval of plans by signature AS ISTANT PUBLIC WORKS DIRECTOR does not abrogate City written specifications by omission or misinterpretation. Authorized 'City ?� inspectors or agents may require changes in plans before certification and acceptance in ATE R SOURCES SUPERINTENDENT order to comply with standard specifications. �r CIVIL ENGIN GN ENGINEERING EATION AND PARKS DEPARTMENT tA/7�,V DATE --2,1110 DATE DATE 'GSA -/a DATE NO. SCAF DATE c�E04PNi .0 c�4 s"ERR ,04, vG a PROJECT MANAGER LIEF McKAY DRAWN BY AK Q C•-_ DATE February 26, 2010 CAD FILE 1307526-TS.dwg { 11 30 11 SHEET: 1 of 49 TS�l ■ 01 sT4 rr OF CAS, - THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT " THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation o (L(D CM LL >0 V) ¢ Q W � - � =3 0 -1- m� L LL � O m 0 va E O C C li C> M U 0 � a) J Q -0 O E oW 0 J L.a IC . cc W C 0 E $ ®j IC T in W O a>Il ) es O 000 L - � .� rn L m wsomas 2 :; a C (D 0 O Lig L0opo s CIO M Q m e - U 0 a IYi Q a D O � NO W � m W U W Z a �_" o W Z F- O v LLJH CO)o I.L > C� o NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-TS.dwg JOB NUMBER 1307526 SHEET: 1 of 49 TS�l ■ 01 J ABBREVIATIONS GENERAL NOTES AB AGGREGATE BASE OR ANCHOR BOLT L LENGTH ABV ABOVE LB LAG BOLT AC ASPHALTIC CONCRETE LH LEFT HAND 1. Prior to start of work, thoroughly review all Contract Documents and become thoroughly familiar with the requirements and ACP ASPHALTIC CONCRETE PAVING/PAVEMENT LOC LOCATION the intent of these documents including all contract requirements. ADJ ADJACENT LP LOW POINT AGG AGGREGATE LS LAG SCREW 2, Prior to start of an work, obtain all necessary permits from the Ci State and all other agencies having jurisdiction over the y ry g ALT ALTERNATE LT LEFT � 9 AP ANGLE POINT MAS MASONRY work. APPROX/APPX APPROXIMATE MATL MATERIAL ARCH ARCHITECT (URAL) MAX MAXIMUM 3. Prior to start of construction and as necessary throughout the progress of the Work, contact the Underground Service Alert - BEL BELOW MED MEDIUM 811 - with minimum 48 hours notice, and have all underground utilities and facilities marked in the field. Also, prior to BLDG BUILDING MFG MANUFACTURING BLK BLOCK MFR MANUFACTURE(R) excavation, the contractor shall verify, by pot holing, the types, locations, sizes and/or depth of existing utilities within the work BOT BOTTOM MIN MINIMUM area. In the event existing utilities are discovered to be in conflict with the work required of the Contract Documents, BOW BACK OF WALK MISC MISCELLANEOUS immediately notify the landscape architect and the utility owner in the most expeditious means available and later confirm in BR BOTTOM OF RAMP ML MAINLINE writing. The contractor shall determine exact locations of all utilities and facilities implement appropriate and effective BRG BEARING (N) NEW CB CATCH BASIN NIC NOT IN CONTRACT measures to protect them. CF CUBIC FOOT NO NUMBER CI CAST IRON NOM NOMINAL 4. Protect all existing monuments and other survey markers on the project site. Record the location of all monuments and other CIP CAST IN PLACE NTS NOT TO SCALE survey markers prior to the start of work. All such monuments or markers disturbed or destroyed during construction shall be C/L CENTERLINE OC ON CENTER replaced by a licensed surveyor at the Contractor's expense. CL CENTERLINE OCEW ON CENTER EACH WAY CLR CLEAR OD OUTSIDE DIAMETER CMU CONCRETE MASONRY UNIT OH OVERHEAD 5. During excavation, should the contractor encounter any article that may be an artifact, work shall be immediately suspended CO CLEAN OUT OPP OPPOSITE until the City is notified. Work shall not resume until further direction is given by the City. COL COLUMN OPT OPTIONAL CONC CONCRETE PA PLANTER AREA 6. All work shall conform to the followingapplicable: as CONST CONSTRUCTION PC POINT OF CURVE CONT CONTINUOUS, CONTINUE PERF PERFORATE (D) a. Minimum standards of the California Building Code and all related documents that are published by the I.C.B.O. which CP CENTER POINT PERP PERPENDICULAR have been adopted to the local governing agencies; CR CURB RETURN PFE PUBLIC FACILITIES EASEMENT b. All applicable regulations and ordinances of all governing agencies; CTC CENTER TO CENTER PL PROPERTY LINE c. Any special conditions required by the local governing gencles. CTR CENTER POB POINT OF BEGINNING DAS DIRECTION AS SHOWN POC POINT OF CONNECTION DET DETAIL PRC POINT OF REVERSE CURVE 7. All traffic controls shall be in conformance with Caltrans Manual of Traffic Controls and these contract documents. DF DRINKING FOUNTAIN PROP PROPOSED DI DRAIN INLET PSI POUNDS PER SQUARE INCH 8. All work described in the Drawings shall be verified for dimension, grade, extent, and compatibility with existing site DIA DIAMETER PT POINT, POINT OF TANGENCY conditions. Any discrepancies and unexpected conditions that affect or change the work described in the contract documents DIAG DIAGONAL PTL PRESSURE TREATED LUMBER DIM DIMENSION PUE PUBLIC UTLITIES EASEMENT shall be brought to the landscape architects attention immediately. Do not proceed with the work in the area of discrepancies DS DOWN SPOUT PVC POLYVINYL CHLORIDE until all such discrepancies are resolved. Proceeding with affected work prior to acceptable resolution will be at Contractor's DWG DRAWING R, RAD RADIUS own risk and may require the Contractor to remove and replace work and execute extra work at no additional cost to the EA EACH RDWD REDWOOD Owner. EJ EXPANSION JOINT REBAR REINFORCING BAR ELECT ELECTRICAL REF REFERENCE ELEV ELEVATION REM REMOVE 9. Omissions from the Drawings or Specifications or the misdescription of any work, which is manifestly necessary to carry out ENCL ENCLOSURE REVD REQUIRED the intent of the Drawings and Specifications, or which is customarily performed, shall not relieve the Contractor from EQ EQUAL REV REVISION(S), REVISED performing such omitted or described details of the work as if fully and completely set forth and described in the drawings and EQPT EQUIPMENT RH RIGHT HAND specifications. ESMT EASEMENT ROW RIGHT OF WAY EX EXISTING RT RIGHT EXIST EXISTING S SLOPE 10. Written dimensions shall take precedence over drawing scale or proportion. Larger scale drawings shall take precedence (E) EXISTING SCH SCHEDULE over small scale drawings. FAB FABRICATION SD STORM DRAIN FBO FURNISHED BY OTHERS SF SQUARE FEET 11. Removal and replacement limits Of an existing feature shown on the Drawings are for general reference only. Actual limits p y g g g y' FF FINISHED FLOOR SHT SHEET FFE FINISHED FLOOR ELEVATION SIM SIMILAR shall be as required by the new work and as marked in the field by the landscape architect. FG FINISHED GRADE SL SLOPE FIN FINISH (ED) SPEC SPECIFICATION(S) 12. Maintain one set of Contract Documents on site for use in documenting current progress of work and all changes. Document FL FLOWLINE SQ SQUARE progress and changes with red, indelible ink. Make documents available to the landscape architect for review at all site visits FOC FACE OF CONCRETE SS SANITARY SEWER FOF FACE OF FINISH S/S STAINLESS STEEL and as requested. Copy all changes to mylar copies of the original drawings and copies of the original specifications using FOM FACE OF MASONRY ST STREET indelible black or red ink as directed. Unless otherwise specified, these shall serve as the Record Documents that must be FOS FACE OF STEP STA STATION submitted prior to final payment. FND FOUNDATION STD STANDARD FS FINISHED SURFACE STL STEEL 13. The Owner may have other work within this project area being executed under separate contracts by other contractors FST FINISHED SURFACT TURF STRUC STRUCTURE/ STRUCTURAL FTG FOOTING SURF SURFACE ("others") concurrently with the execution of work covered by these documents. Contractor shall coordinate work of this FLIT FUTURE SWCL SIDEWALK CENTERLINE contract with work of others as necessary to ensure the proper interface of this work with work of others and by such means, GA GAGE, GAUGE SYS SYSTEM methods, and timing that the work of others is not impeded. GB GRADE BREAK SYN SYNTHETIC GKT GASKET TBC TOP BACK OF CURB GLV GALVANIZED TC TOP OF CURB 14. p0 q Contractor is responsible for field measurements as required or as directed in the plans. GPH GALLONS PER HOUR TF TOP OF FOOTING GPM GALLONS PER MINUTE TR TOP OF RAMP 15. Contractor shall provide manufacturer data sheets for all specified products for review and approval by landscape architect GR GRATE TS TOP OF STEP prior to installation. HB HOSE BIB TW TOP OF WALL HC HANDICAPPED TYP TYPICAL HCAP HANDICAPPED LION UNLESS OTHERWISE NOTED HDB HEADBOARD VAR VARIES HEX HEXAGONAL VERT VERTICAL HOR HORIZONTAL W WATER HP HIGH POINT W/ WITH HT HEIGHT W/0 WITHOUT ID INSIDE DIAMETER @ AT INT INTERSECTION CE CENTERLINE INV INVERT 0 DIAMETER JT JOINT 0 SQUARE FEET �O\.pNDS AC F'4\ ?5 SNERRpo r C) �� N 11/30/11 STq TE OF CAS -\i THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SWILL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation LU W M U) W Cd 0 � � LLrL'F- u) 0 L LO ca ~ m va E 0 •� 3 Qj Eo �0 ce Qj aE O W 0h � m C g' v Q) cts GC:51 4 0 cn ca — a • a`� CDAft =3 z CD o M m Lo M O i cn CD LID L V 0 U a a wwxx W 0 U) O UJ �Z O • 0 0 P: WZ J W Q W W W m z0 Z 00 � W Q NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-RS.dwg JOB NUMBER 1307526 SHEET: 2 of 49 RSml ■ I I i 1 1 1 i I 1 1 I i 1 I 53 52 51 50 a 48 47 q6 S LU � 1 a. I z° 4 1 i I I i TRACT N� w" M. BK 5z, Pa m I I 1 1 45 44 43 a M. Y IRON PPE •/TAG R.CE f— FIXE CTR. SEG 19, W/27 PER Pl R 8775. P.Y. W- 3), M 47 BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND QUIET MEADOW DRIVE. ELEVATION = 349.78' (PER TRACT NO. 6104 -PH 3 MONUMENT ELEVATION MAP) BASIS OF BEARINGS: ALL BEARINGS AND DISTANCES SHOWN ON THIS TOPO SURVEY, UNLESS OTHERWISE INDICATED, ARE RECORD, OR CALCULATED FROM RECORD, PER TRACT NO. 6104 -PH 3, AS FILED IN BOOK 50 OF MAPS AT PAGE 53 IN THE KERN COUNTY RECORDERS OFFICE. SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF RRM DESIGN GROUP IN JUNE, 2007. ROGER A. McINTOSH L.S. 4383 DATE NOTE: NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON CHICAGO TITLE INSURANCE COMPANY TITLE REPORT NO. 168311 DATED OCTOBER 21, 2004. �� LAPD �cY A. Mc/,y�Fl•� No. 4383 Exp. 9-30-07 � OF CAt �E�P CURRENT car w Y �� =I $� j I TOPOGRAPHY LEGEND: 'Nam ( �r I I ABBREVIATIONS oQ �FOUND MONUMENT AS DESCRIBED �� V EX. EXISTING * I A n ¢ ( a QQ FOUND CONC. MON. IN L.H. MKD. L.S. 4383 ,� I . TYP. TYPICAL - - "�"�'� - �'" E1° t I I FD. FOUND TR. No. 6104 PH 3, M. BK. 50, PG. 53 S f` � T I CENTERLINE �_ EXISTING TRAFFIC SIGN T CA.C. ASSPHALTECONCRETE + EXISTING STREET NAME SIGN 5 I I P.M. PARCEL MAP 6 I BK. BOOK D4 EXISTING WATER VALVE x $Q�� 4"� I I I PG. PAGE ® EXISTING WATER METER O.R. OFFICIAL RECORDS 8 EXISTING FIRE HYDRANT R= W L=3 41' ,tp was R=2e.00 EXISTING WHARF HYDRANT .0 4=90'00'00' L=8.69' £ ,�.•� �'�': B 295.59' * 1 T-4-39' �, _ s �' _ — — — _ �19'S5'11r ; I 1955. I ¢ © EXISTING SEWER MANHOLE U. �* o © EXISTING SEWER CLEANOUT 6 N sos.4Y w �_�WIE_ _ 560 • ,p des �j I I •--p EXISTING STREET LIGHT S S raw EXISTING STREET LIGHT PULL BOX I EX IMEYEIUIY TYP. x 350.75 SURVEY ELEVATION 0 7 tjJ EXISTING SEWER LINE 68 IX. JORET TY iRET1W 4g I S (ETEC. ME. GAS. T.h :o 67 88 69 70 S �' I m w EXISTING WATER LINE 7 I TRACT No. 6104 - PHASE 3 M. etc. 50, PQ 53 g 1 z N EXISTING JOINT UTILITY TRENCH 1 1 I I ; j I EXISTING EDGE OF PAVEMENT ( PAdF1C GAS —,-I C35 • _— ^— I _ PY R I `6g I �s , 2 �7R79ATEo �. ro; I � 1.p) EXISTING GROUND CONTOUR R=2 00 FLOWLINE L=8.69' I EXISTING CURB AND GUTTER '11T=4.39• I --j I LIP 19.55.1 - o NOTE: FIRE STATION AND DETENTION BASIN WERE CONSTRUCTED AFTER ORIGINAL JUNE, 2007 SURVEY — — ---J (PREPARED BY McINTOSH & ASSOCIATES). NO RECORD DRAWINGS OR UPDATED SURVEY DATA CURRENTLY EXISTS - INFORMATION SHOWN IN THESE AREAS IS BASED ON THE FIRE STATION BID DOCUMENTS, AND IS 1 SHOWN FOR INFORMATIONAL PURPOSES ONLY. I CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ACTUAL BUILT CONDITIONS, AND IMMEDIATELY NOTIFY CITY OR AUTHORIZED REPRESENTATIVE OF POTENTIAL f CONFLICTS WITH NEW CONSTRUCTION PRIOR TO COMMENCING WORK IN THOSE AREAS. I ■' ■ I _ M J T �TZ�--7— (EIEC. ME. GAS. Th 1 53 i 54 1 55 56 1 1 57 TRACT No 6104 — PHASE 3 M. B 50, 53 1 1 i K RESDENTIAL II 0 50 100 150 feet EXISTING CONDITIONS - Survey Prepared By McINTOSH & ASSOCIATES SCALE: 111=50' NORTH VICINITY MAP NO SCALE REVISION DATE 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND CAMINO MEDIA ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN D THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL DRAWN BY AK MING Q CAD FILE 1307526-SV.dwg JOB NUMBER 1307526 ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT q �F o FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH o' THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE 0 THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS- o RRM DESIGN GROUP COPYRIGHT 2010 o W Z RRM is a California Corporation o = V) F - U)a Q w =3O — W M > WHITE LANE � Q W � a o w PACHECO QM 0 -0 W i yam-• D RD w LIJ W ^^ ARRIS ROA Y,) Q �� o V a- > o E ~ PANAMA LANE Go PROJECT r Sl T M U CO cli VICINITY MAP NO SCALE NO. REVISION DATE THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL DRAWN BY AK CHECKED BY MS BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH CAD FILE 1307526-SV.dwg JOB NUMBER 1307526 ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation w =3O — W M C N U 0) � Q W � =U QM 0 -0 W i yam-• W ^^ Y,) CO T- W V a- E 0 r M U CO cli O U E it �. `- ®h � � _I � C v cc US csi v:- C) 8 c �r In o it lG� rt Q a)- c> !g Irvc = a`>rn z 1 � E C o �n s r. (� L � O p R Q W M ¢ V U E v i�■� a a U) Z 0 0 0 • 0 Z = 0 0 U W (r z z W _. Z �. 0 U) CO)X W W It 0 NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-SV.dwg JOB NUMBER 1307526 SHEET: 1- .3 of 49 RSm2001 r d' CV ti ti IZ 6 z I- U w w a Lu cr- Ca Z a t - z O m 0 I'* - LO Y G7C d 0 0 IY O m 0 LU z w z O I -- U) w cr0 m 0 f" SITE REFERENCE PLAN C�?UIEi d'RE�ZE LANE i 'XllfNTDlEASANT DRIVE 0 40 80 120 feet SCALE: 18=40' NORTH S�Q`pNDS Fq\ v��S SHERRopNo DAD 0 STgTE OF CAS-��`� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS. DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation .j CL �CD w cy) LL c (D� W Y Q O -v cd L ,a) L ~ L (1)mica D�m va ID o c LL E ID _ o CL Q N O V C-0 co co CL cn CL L L cc O W L J C mca v ^ �c vI O lqr 7 c N LLQ O cnC cn "- r cn C=Io s � Ln co 0 ;a Vm c 0 U Q ii a z D J O CL NO w I.f. 0 U • m z = w 0 w w z LL. w z DC o w z U) 0 NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-RS.dwg JOB NUMBER 1307526 SHEET 4 of 49 RS=3mOl ®f PROTECT IN PLACE ITEMS: EA EXISTING TRAFFIC SIGN, PROTECT IN PLACE FB EXISTING STREET NAME SIGN, PROTECT IN PLACE aEXISTING STREET LIGHT, PROTECT IN PLACE �!DEMOLITION LEGEND FLATWORK, PROTECT IN PLACE. ElEXISTING F KEY NOTE ■ NUMBER DESCRIPTION ❑G EXISTING UTILITY STUB -OUTS, PROTECT IN PLACE. f 2 =� `� �vv \� - -- - �_ �- --- ��` FIRE STATION, PROTECT IN PLACE. DEMOLITION ITEMS: EXISTING DETENTION BASIN, PROTECT IN PLACE. NOT USED. > _ 1 alum 11/30/11 REMOVE "NO DUMPING" SIGN AND SALVAGE TO CITY. i e j NOT USED. srq 1 CLEAR AND GRUB SITE OF EXISTING VEGETATION. SCARIFY � �,,. � � �..-- - i , T I � f •- NATIVE SOIL A MINIMUM OF 6" BELOW EXISTING GRADE 3 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN REMOVE AND DISPOSE OF EXISTING CONCRETE THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL PAVEMENT TO NEAREST CONTROL JOINT BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH 4! ( �\ t O REMOVE AND DISPOSE OF EXISTING FIRE STATION D FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT ; t 4 FENCE/WALL TO MINIMUM EXTENTS NECESSARY TO EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT INCORPORATE NEW IRRIGATION EQUIPMENT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS_ ENCLOSURE PER SHEET CD -1.04. PROTECT IN PLACE ITEMS: EA EXISTING TRAFFIC SIGN, PROTECT IN PLACE FB EXISTING STREET NAME SIGN, PROTECT IN PLACE aEXISTING STREET LIGHT, PROTECT IN PLACE aCONCRETE FLATWORK, PROTECT IN PLACE. ElEXISTING TRAFFIC SIGNAL BOX, PROTECT IN PLACE. F EXISTING AT&T BOX, PROTECT IN PLACE, ❑G EXISTING UTILITY STUB -OUTS, PROTECT IN PLACE. aEXISTING FIRE STATION, PROTECT IN PLACE. FI EXISTING DETENTION BASIN, PROTECT IN PLACE. NOTES: 1. MULTIPLE UNDERGROUND UTILITIES EXIST ON THIS SITE. 2. CONTRACTOR SHALL NOTIFY U.S.A. DIGALERT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY SITE WORK TO IDENTIFY UTILITY LOCATIONS. 3. POTHOLE, DAYLIGHT, AND/OR MARK ANY EXISTING UNDERGROUND FACILITIES PRIOR TO COMMENCEMENT OF WORK. REPAIR OF EXISTING FACILITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR IF DAMAGED. 4. NOTIFY THE AUTHORIZED REPRESENTATIVE OF ANY CONFLICTS THAT MAY OCCUR WITH EXISTING UTILITIES AND PROJECT DESIGN. 0 40 80 120 feet DEMOLITION PLAN SCALE: 1 "=401 NORTH NO. REVISION DATE \,II,NDSCApF 1 S.SNERRo0N PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 1307526-DM.dwg V � N SHEET 5 of 49 Dmml ■ oi-d alum 11/30/11 Ilia 1 Deb p srq 1'E OF ca THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS_ RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W a o — W co LL m (/) j W 0 m�x5 L LL r L N � N ~ T' 00 v n. E O LL o � E f 0) fIN _A co Q �! U .M O L O W 0 tH it J W C CD v A ' O W co E 2,00 o > c— a r. v o � v o vi A !` o i •f-� U to to to o A ' M d m Y/ oe- >L. o U m E O V Q a o Z 0O x Q. Ix O z O 'in 0 e C z "-' O c w Z F W u 0 Q � a �• c uj u � c E G NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 1307526-DM.dwg JOB NUMBER 1307526 SHEET 5 of 49 Dmml ■ oi-d F C s C c r u c < c C c C c C L L C F G i L C C SYMBOL LEGEND SYMBOL DESCRIPTION X Y DETAIL CALLOUT, WHERE')C IS THE SECTION # AND'Y' IS THE PAGE # X Y ELEVATION CALLOUT, WHERE')' IS THE SECTION # AND'Y' IS THE PAGE # AIL X Y SECTION CALLOUT, WHERE'X' IS THE SECTION # AND Y IS THE PAGE # )X.01 KEY NOTE CALLOUT SEE UTILITY AND GRADING PLANS EXPANSION JOINT, SEE DETAIL C, SHEET CD -1.01 PLAY EQUIPMENT - ELEMENT 5 CONTRACTION JOINT, SEE DETAIL C, SHEET CD -1.01 PA PLANTER AREA, SEE PLANTING PLANS I KEY NOTE LEGEND I 1.00 - SITE PREPARATION 9.12 PLAY EQUIPMENT - ELEMENT 2 2.00 - EARTHWORK O� 9.13 PLAY EQUIPMENT - ELEMENT 3 3.00 - UTILITY SYSTEMS 9.14 PLAY EQUIPMENT - ELEMENT 4 3.01 SEE UTILITY AND GRADING PLANS 9.15 PLAY EQUIPMENT - ELEMENT 5 4.00 - STORM DRAINAGE 9.16 PLAY EQUIPMENT - ELEMENT 6 4.A1 SEE GRADING PLANS 9.17 DOG PICKUP STATION (QTY = 3) 5.00 - SITE ELECTRICAL AND LIGHTING 9.18 GRILL - TYPE 1 (QTY = 2) 5.01 GD POST FIXTURE TYPE S1 (QTY =23) 919 GRILL - TYPE 2 (QTY = 5) 5.02 POST LIGHT FIXTURE TYPE S5 (QTY.=2) 9 20 BENCH - TYPE 1 (QTY = 4) �Lc O L o 9.21 BENCH - TYPE 2 (QTY = 2) 6.00 - SITE WALLS C 6.01 SEATWALL TYPE 1 9.22 BENCH -TYPE 3 (QTY =1) 6.02 SEATWALL TYPE 2 9.23 BENCH -TYPE 4 (QTY =1) 6.03 PILASTER TYPE 1 9.24 BENCH -TYPE 5 (QTY =1) 6.04 COLUMN BASE 9.25 BENCH - TYPE 6 (QTY =1) 9.26 SPLASH PAD -ELEMENT 1 7.00 -PAVING AND SURFACING a 7.01 CONCRETE PAVING TYPE A 9.27 SPLASH PAD -ELEMENT 2 a CONCRETE PAVING TYPE B 9.28 SPLASH PAD - ELEMENT 3 i CONCRETE PAVING TYPE C 9.29 SPLASH PAD -ELEMENT 4 RUBBER SURFACING 9.30 SPLASH PAD - ELEMENT 5 7:05 ' ti DOUBLE -WASHED PLASTER SAND 9.31 SPLASH PAD - ELEMENT 6 7:06 THICKENED EDGE 9.32 SPLASH PAD -ELEMENT 7 7:07 TRUNCATED DOMES 9.33 SPLASH PAD -ELEMENT 8 7.08 CURB -TYPE 1 9.34 SPLASH PAD -ELEMENT 9 7.09 CURB -TYPE 2 9.35 SPLASH PAD -ELEMENT 10 7.10 NOT USED 9.36 SPLASH PAD EQUIPMENT - ACTIVATION DEVICE 7.11 COURT SURFACE -COLOR 1 9.37 SPLASH PAD EQUIPMENT - COMMAND CENTER 7.12 COURT SURFACE -COLOR 2 9.38 SPLASH PAD EQUIPMENT -CONTROLLER 7.13 CORNER RAMP 9.39 BOLLARD - REMOVABLE (QTY = 2) 7.14 SLOPED WALKWAY 10.00 - IRRIGATION 7.15 PARKING LOT STRIPING 11.00 - PLANTING 8.00 - FENCES AND BARRIERS 12.00 - BUILDINGS AND STRUCTURES 9.00 - SITE FURNISHINGS AND EQUIPMENT 12.01 SHADE STRUCTURE TYPE 1 9.01 DRINKING FOUNTAIN (QTY =1) 12.02 SHADE STRUCTURE TYPE 2 9.02 TRASH RECEPTACLE (QTY =13) 12.03 IRRIGATION EQUIPMENT ENCLOSURE 9.03 BIKE RACK (QTY = 2) 12.04 TRASH ENCLOSURE 9.04 BASKETBALL HOOP ASSEMBLY (QTY = 2) 12.05 PREFABRICATED RESTROOM 9.05 MONUMENT SIGN (QTY = 2) g,pg ANTI -SKATE DEVICE (QTY = 35) 9.07 TREE GRATE (QTY = 3) GK)BOLLARD - FIXED (QTY = 2) 9.09 TABLE TYPE 1(QTY = 8) 9.10 TABLE TYPE 2 (QTY = 5) 9.11 PLAY EQUIPMENT - ELEMENT 1 ,�,p,NDSCA P£q'PC vw S SNERRO�No y/,mac► SW -k- 11/30/11 Dm. r Dub Sr4TEOFcr. THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation .j - LL �im W Y� m CL W ca �e O4--70 =3 Q)0') c:U XIUL C) M cn N O� M L r c:) qT- L -�Id W va a C '® E DATE a Q a C o zUJ CHECKED BY MS = Q O 7 E SHEET: 6 of 49 cp�l ■ 01 F- M U • m ii Q ` O U'� c' 0F♦ Q W Z Q �Lc O L o H a C o cn CO - - C ` 0 m ui c L < i C; : �1 - i •- 4„+ cyn CD Lc, R co 0 M � L � V NO. REVISION DATE Q a o zUJ CHECKED BY MS = Q F.W.. SHEET: 6 of 49 cp�l ■ 01 F- p • m 0 z 0F♦ Q W Z v J Z W Z p C� Uui NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1307526 SHEET: 6 of 49 cp�l ■ 01 N ti U 6 Z H U W -:0 O W D z Z a� 0 ti Y a 0 0 2 O In W z Lu z N W C� 0 U U t 1 t z ` 5" SEWER HAR /. t ' FE rt PA V 7.08 9.05 5.01 5.01 7.08 E 9.02 7.08 5.01 • } PA CD -1.0 PA a" H D-1.0 9.19 ,y pro • 5.01 EQ. N EQ. P. 8' 9.09 TYP. TYP. 80 TYP. 7.01 9 5. .17 LO U U A w w CD -1.0 w w U.cr) 5.01 H w w ED Q { 4 7.08 D-1.0 w w l I J 1LL, U U r -- -- - - - - -; r PA J j a. a • ab 7.01 8 aa. 0- w w 5.01 TYP. � � x w w R , co cl) 9.10 w • w 4:T7 me J J 9.19 F- 0 Q Q 9.02 TYP. d MATCHLINE W SEE SHEET CP -2.01 • f MATCHLINE'A' SEE SHEET CP -2.02 I 0 20 40 60 feet CONSTRUCTION PLAN - AREA W SCALE: 1"=20' NORTH NO. REVISION DATE O`pNDSCA Fq 5HERRpp PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 v � JOB NUMBER 1307526 SHEET: 7 of 49 CPm2mO_ •dr• { 11/30/11 sT'�TE OF Cp��E/ THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED" DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation • W a e-% M — WLL co Q Q W Y =U m0:� i L F- L 0 O -1te va •� g CDE � o m m CO Q �! N .2 O ui a _E CL o w C 0 v VJ N 4' mi o C 0 (D L0 O c # v 5 � a it c; >� LISo L^n 4-0 '— � tQ � o co e- V 0 U Q Q Q o Q O = z m CL �_ z O W _ w U Z 0 U) w z O U NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 130752&CP.dwg JOB NUMBER 1307526 SHEET: 7 of 49 CPm2mO_ N ti U ti CL Z U w w O U) Z_ Q H Z O 2 rn 0 ti LO Y Q a 0 m Ix O m 2 0 w z w Z O H U) w Ix O CONSTRUCTION PLAN - AREA 'B'%fvm�=� 0 20 40 60 feet SCALE: 1"=20' NORTH `pNDS \ �S.SNERR010 Z� iii � o I sly.. I 11 ,i0 11 4' C) oma. STA rE 0� ' THE INCLUDED DRAWINGS SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a Califomia Corporation In CD yp=3 > rn W Y Q Q Y� =U QD X� m � =3 L ~ CO) a� m� cc :) V -- cava o 0 CL Q N t O U .� ce fl E O coW H mn it � m C � v C� U) O G o LO 3■LO o aoO U 0 in 0 L _ � .� c/) uCIS L a ' _ ■ ■ea■I a N ' 23- R cj m c 0 o 0 n 0 Co o A ' M d is V/ o Lm o V E w U Q v � Ni O • m CL V z O W z F - w U z D O >- U) Lu z O U N0. REVISION DATE PROJECT MANAGER LIEF MCKAY DRAWN BY CHECKED BY AK MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1347526 SHEET: 8 of 49 CP�2002 0 U 0 • HA RRI m ii V V if 9.20 5.01 A Ch N cV d a J f /r r/,/. w w 5.01 w Wco CID rf�sr(�sr/ / r/ rrr //// / /�` ///♦ ///- i/, / iiJ. w w 7.01 w w H /i on Q D-1.0 w w //// /r --- Z Z I y a , i W-4 12" WATER BASKETBALL COURT: SEE ENLARGED PLAN, SHEET CP -3.01 FOR MORE INFORMATION IN THIS AREA MATCHLINE'C' SEE SHEET CP -2.03 MATCHLINE'C' SEE SHEET C • E PA zz';9.05 7.08 0 20 40 60 feet CONSTRUCTION PLAN - AREA 'C' SCALE: 1"=20' NORTH Z�OVNtkDSCAPk' 93v S.SHERROID yI' 0 44 a Spndv 11/30/11 rw». oa1. STATE 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation wa —W LL CO) W C3 Y ccs =3 o � Q MQ W � X L L 11""'_ = V MM W :) 171. cl) cc 00 L) CL CHECKED BY MS DATE February 26, 2010 t� V z Lu v z F_ M V 01) U 1 U) U i ` f col < U E i O ` W-4 12" WATER BASKETBALL COURT: SEE ENLARGED PLAN, SHEET CP -3.01 FOR MORE INFORMATION IN THIS AREA MATCHLINE'C' SEE SHEET CP -2.03 MATCHLINE'C' SEE SHEET C • E PA zz';9.05 7.08 0 20 40 60 feet CONSTRUCTION PLAN - AREA 'C' SCALE: 1"=20' NORTH Z�OVNtkDSCAPk' 93v S.SHERROID yI' 0 44 a Spndv 11/30/11 rw». oa1. STATE 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation wa —W LL CO) W C3 Y ccs =3 o � Q MQ W � X L L 11""'_ = V MM W :) F— u') � cl) cc 00 L) CL CHECKED BY MS DATE February 26, 2010 NO. U � a 0 , O ' z li DRAWN BY AK CHECKED BY MS DATE February 26, 2010 t� V z Lu v z F_ M V 01) U z O U) U i O col < U E i O ` Vi � c J � C O C' cW C is U-) 1 #i O ai LO U) 'j in — cis M $ r O LC) CO O LO co V/ LL M V NO. U � a O O Q O ' z li DRAWN BY AK CHECKED BY MS DATE February 26, 2010 t� V z Lu O z F_ w U z O U) >_ Lu z O U NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD MLE 1307526-CP.&g JOB NUMBER 1307526 SHEER 9 of 49 CP�2mO3 n U g GROUP PICNIC AREA: SEE ENLARGED PLAN, SHEET CP -3.02 FOR MORE INFORMATION IN THIS AREA o.o a a • ww ( b I _ _ y r a MATCHLINE'C' SEE SHEET CP -2.03 co cn I . I w w MATCHLINE'C' SEE SHEET CP -2.04 CO3ai I ( 9.08 00 . an '' o " 9.02 7 z z \ cD-1.o 7.07 5.01 J J 5.01 9.17 R -1.o 5 o 5.01 U U 9'-6" 9'-6" • I e; C O e O s ') 7.01 L1.7 PA --� 3D-1.0 PA 9.39 9.08 -GK)7.13 • I p 6 ® R-1.0 $ 1 R-1.0 ... P z PAR -1.0 7.13 7.14 Z Q 4 { , I 7.15 I:;�It�.,:t I J bI _ i�.li tt� r. It ,., � r � I . ,.t •'�"i�...JC�`r,� t a F 'tY l t N ff 1v <i�J v r yJ ri \ - ..E -�..``ii.� .} j>•-r'� . r"_ < 1- ✓}ut 8 - \ `e cV CP vvvvvv i 0 Na 0 0 \\\ \\\\\\ ut } R-1. 1 N N J C}r V r v / � v v vvvv vv p fa y v - y S. " .�-•�>-, jj {, _ �-�` / ' . •[n. d 0 U U _`^ =♦ w w U) co t° /^� r yr LJ yf i�. vvvvvw vvv wvv vv� avi / v 1 J y.ra . a#� l ind \ - \ \\\\ \ \\\\ ♦ \ \ r sf \ • _ t r i�4= i \\ \\\\\\ \\\\\\\ d f i - r -f I 12.04 ��lk 1{l y! \ 2 J 7.15 f 4 a -;;c n u l n / , r n a t f ��� i•^• {, ,i vrr 1✓ i. .\^ - ,1J! �.ro lri J d C\ �r �. j�br \ t `} J �- f F. s'•'i7 SPLASH PAD AREA: SEE yl „ ENLARGED PLAN SHEET CP 3.04 FOR MORE INFORMATION IN THIS AREA I 5.02 �; x PLAYGROUND AREA: SEE4,7 i. • ENLARGED PLAN, SHEET CP -3.03 FOR MORE YH - INFORMATION IN THIS AREA D-1.0 MATCHLINE'D' SEE SHEET CP -2.04 9.17 MATCHLINE'D' SEE SHEET CP -2.05 • 7.01 C CD -1.0 0 20 40 60 feet CONSTRUCTION PLAN - AREA'D' SCALE: 1"=2(Y NORTH � O`ANDSCS q"c g.SHERR00 /Z J i O { 11/30/11 Dab sTgTE OF CAS -CEO THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W (L CD WLL co M W Q X -0 i a) LL L OJT W va m •� g A � r W O E M U Q ¢ N •� O co J aJ E CLL O w -J m i �O v C:) 1A 4-0 Cc C N M � 0 0 co CD _ ID Q ID ■ �' O M •i VJ R LC) - O ;a O coEV o O U Q NY Q � Q O 77� L O C� Z W 0 Z F- W Z Q �/ U/ ui li Z 0 U NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1307526 SHEET: 10 of 49 CP�2004 U MATCHLINE 'D' SEE SHEET CP -2.04 • MATCHLINE 'D' SEE SHEET CP -2.05 • 12.03 7.08 - - LIMIT OF WORK PA 77— � I ; j — -- —_ 'jI. I ..:moi NOT A PART S�O`pNDSCAP f4 �\A SEE FIRE STATION No.14 DRAWINGS FOR INFORMATION IN THIS AREA ,.I �K PROJECT MANAGER LIEF McICAY y Y DATE February 26, 2010 {� 11/30/11 JOB NUMBER 1307526 SHEET 11 of 49 CPm2mO5 `. A THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH 7.00 XR I i LINT 6F-WOR O 11 -40UNT-PLE-A S -AN - - -- -- I _-- — a 0 20 40 60 feet CONSTRUCTION PLAN - AREA 'E' SCALE: 1"=29 NORTH N0. S�O`pNDSCAP f4 �\A DATE S.SNERRpO O PROJECT MANAGER LIEF McICAY y CHECKED BY MS DATE February 26, 2010 {� 11/30/11 JOB NUMBER 1307526 SHEET 11 of 49 CPm2mO5 Dab STA TE OF Cp���O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation o a Ujo � W Cf) N LU QO �L 7a)- - L F— W-- Ov L �^^ a) YJ //cV v o. •� g e o E U 0 J V L y ch a � w J � v cts //C v' N M � o Q o cri C of +� O CID 1L C, Vm s U Q a � O m a. Z _ O Z—� W U Z O CO) U) w z O U N0. I REVISION DATE PROJECT MANAGER LIEF McICAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1307526 SHEET 11 of 49 CPm2mO5 L Y" n z z n j Y Tr✓ EQ. L EQ. ENLARGED PLAN -BASKETBALL COURTS 6.02 " d ` :9 2 e° TYP• 9.07 7.01 9.02 NOTE: A. SEE DETAIL A, SHEET CD -1.03 FOR COURT STRIPING AND COLORED SURFACING 7.02 LUJ �d 04-5-0 Q CU ch W N L V, _ D r� Y,^^ J coLL W cu V DRAWN BY AK N DATE February 26, 2010 CAD RLE 130752&CP.&g F- SHEET: 12 of 49 CP -3001 � � � W r O ti -' O / J t / l / / f / / / f / i ✓ t / , A Q .(D N -j (7 O V W Z D-1.0 5 Q - w z m O N L O w Mn C C3ca C' CO v W O C' 2Lc) #Z 00 9.21 7.02 fif N Q c� A�'' W _Or 0 Jr != - J//r/!/Jr/ t ! /r//f/r rr////J1. r///J✓//// JX7 7 7 7 7 7 7 ! LC3OD — v o V/ r o V U 0 U "10 9.07 a dry / / f / r!f ,t,/ t 11Jrtrrlrr r!JrrrJrJrr fltlrJJfJr:'rlrrrJJrrt JJr ll.Jtr e J r' / - / / / / J / / / / / f t / / f f / / / / 1 / / / f f / / / / 1 / f / / ✓ / / / J ! 1 J r / rte f 1 / r •'i / I i / 1 ✓ / J / / / / / / r ,' / / / / / / / 1 1 / / / / / / ! / / J / / / / t / J f r ! J r f r t / / / / f. . %` 'i ✓/ rJ C1 % r / / ✓ ,' J f / 1 / / f / ! / / , ! f / f / t t ! / ! / J f J / i Jffr J / ! / ! / / ! / / / / / / J t J / / / , a. a Ia � 'f JJ // f /!1r /////, !/// f/✓/e` J//f J r'J // /1//r/////r //J/// `!f/. ((j E( W /iJJ/// 41 �IW ,' c- a L—- - — . -J4 a d s; 10 9.04 a a . a t ' 4 A c �l -. a 4 , I PA J r 5.01-p 1 a 4 a Q O � a 4 a 9.21 a a Q d p 4 v 0 —11, mmmmmll 9.03 J; - //f//////t J//r rJr�Jr Q 3• � 1 Jr JJJf TYP. 9.06 eats a © ....D.. �a ENLARGED PLAN -BASKETBALL COURTS 6.02 " d ` :9 2 e° TYP• 9.07 7.01 9.02 NOTE: A. SEE DETAIL A, SHEET CD -1.03 FOR COURT STRIPING AND COLORED SURFACING 7.02 �i ' i r f / r i r I r i /- / r i o ;Jii ,', ,-fJJ1i/r//i r/Jr///;J/J'JiJ.11ilt/ JJ/1J//rJ/ J11r//,Jrr! d r 4 EqB a � � o D-1.0 m d 3' 9.03 0 8 16 32 feet SCALE: 1/8"=1'-0" T- NORTH S�\,pND CAF P\ S1iERR0,0 ti,F �rATEOF C� ;� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation Ija�o — W Y� LUJ �d 04-5-0 Q CU ch W N L V, _ D r� Y,^^ J coLL W cu V DRAWN BY AK N DATE February 26, 2010 CAD RLE 130752&CP.&g F- SHEET: 12 of 49 CP -3001 � W r O ti -' O A Q .(D N -j (7 O V W Z 5 Q - w z m O N L O w Mn C C3ca C' CO v W O C' 2Lc) #Z 00 9.21 ■ 1Y i AE fif N Q c� A�'' W _Or 0 Jr != - J//r/!/Jr/ t ! /r//f/r rr////J1. r///J✓//// 4 NEW BS LC3OD — v o V/ r o V U 0 U "10 9.07 a dry Q. r!f ,t,/ t 11Jrtrrlrr r!JrrrJrJrr fltlrJJfJr:'rlrrrJJrrt JJr ll.Jtr e J r' / - / / / / J / / / / / f t / / f f / / / / 1 / / / f f / / / / 1 / f / / ✓ / / / J ! 1 J r / rte f 1 / r %` C1 41 rr: a —11, mmmmmll JJr J; - //f//////t J//r rJr�Jr rJrJrrJrJ/rrJfrrJrtr JrJ.r Jr JJJf �i ' i r f / r i r I r i /- / r i o ;Jii ,', ,-fJJ1i/r//i r/Jr///;J/J'JiJ.11ilt/ JJ/1J//rJ/ J11r//,Jrr! d r 4 EqB a � � o D-1.0 m d 3' 9.03 0 8 16 32 feet SCALE: 1/8"=1'-0" T- NORTH S�\,pND CAF P\ S1iERR0,0 ti,F �rATEOF C� ;� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation Ija�o — W Y� LUJ �d 04-5-0 Q CU ch W N L V, _ D r� Y,^^ J coLL W cu V DRAWN BY AK N DATE February 26, 2010 Y REVISION DATE _ N Q V, a 0 •� g DRAWN BY AK N DATE February 26, 2010 CAD RLE 130752&CP.&g F- SHEET: 12 of 49 CP -3001 � W r O ti -' O A Q .(D N -j (7 O V W Z 5 Q - w z m O N L O w Mn C C3ca C' CO v W O C' 2Lc) #Z 00 ■ 1Y i AE fif N Q c� A�'' W _Or 0 R�o n = M gi NEW BS LC3OD — Cfl o V/ o V U 0 U Q Y REVISION DATE _ Q a PROJECT MANAGER LIEF McKAY DRAWN BY AK N DATE February 26, 2010 CAD RLE 130752&CP.&g F- SHEET: 12 of 49 CP -3001 � 0 O m = p (7 W (!) W Z w z O w� W C' NO. REVISION DATE _ PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 130752&CP.&g JOB NUMBER 1307526 SHEET: 12 of 49 CP -3001 rv,. U . a a 4 a 4 a 4. 4 5.01 7.08 4 A a d n 4 a ©E 4 p a - - 44a CD -1.0 • 4 A Q ° PA a a a a 4 a 4 d d a 4 a .a a a qd .. ad - 4 as as a _ 4' ° e d 4 4 !°j a a M q4 <I a a a � a a � D 4-' - 6.04 a � a PA Q a , 7.01 d e C O 4 6.03�w a 4 4 a u d 4 a v d a 6.01} ` a 4\ a s a < a n x r a a a a a A 4. TYP. 9.18 d a 4 a. a a' -4 ( G d I a 4 a a d a a a ... 4 3' O a 41 �' - - C dQ a d 4 a 4 d a 9.09 ` TYP. 9.02 ed a PA ° a 4 ° 4ec t a fi a d a ♦ a e `. a a 4 ° -- a rt C i Jt 4 a4 ZPA a d a 4 a Q 4 a a a a a 44 a d 4 ° a6.04 9TYP. d s a l+~ d 4 <t 6.01 a d a 4 12.01 a a a c a, O d O (1 d 4 a a a G A 4 a a O a <I ° a Q 'tI a s 6.02 6.04 d ° 4 4 \ a •� a � 4 a 4 a. D d d° a a a, TYP. 9.02 6.01 9A6 a D-1.0 a 4.6 A 4 t a OG 6.01 4 d ° CD -1.0 d ° d J PA A -(`(P a 4 - a t G J a Q a 4 D-1. d 4 W e PA , a A as a da a' - C 4 '4 f - a a n d- G a s 4, a N D-1.0 4 a a a s e a 4 C a ° a ° a o - 4 a a 4a 4 4 12.054 a ° a a a - a a d d a � Ci v 4 a d a ° d d �'"t' •�a� d d 4 a 4 ° v a G a d a ac d G ° / a 4 4. 010a 5.01 TYP. ° d d d d 4 a a o 4 4 a a a H PA 9.37 a �, a. 4. c4 \ d ` .. D-1.0 9.38 a � d d g d . G 4 a a. °O a a .. a ` 4 a. a d °. a a 4 a s a 4 G A 9.22 - Jd d d a LL+ 4 a �a 4<4a 4 a 4 a n a a a ad e a': c' d 9.24 4 a -d ,'r it ,f �" - a - d a - - a 4 c 0 8 16 32 feet ENLARGED PLAN - GROUP PICNIC AREA SCALE: 1/8".=V-0" NORTH S�O�p"SCApE- \��� �S.SHERR010 N � O 11/30/11 Dub ST -4 TLE OF Cp THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W a (D o W C co co U) j 0-) W Q Q LLJ : V m O N L L co L Q) L5 cu V (L s= O � •� g A' -e �./ li C � A' �O C m VI ^ Ch U ca N Cl- E mo L W H (n a' L C J C � O � G� CO EO tt � 0 CO CO Ei .� cn m C4 m N o co O CID o fi V s L O � 0 z NZN . 0 a- U m = z ♦n W _U _v CL W CL Z Z) W0 Z Z W 0 W W ♦w V NO. REVISION DATE PROJECT MANAGER LIEF MCKAY DRAWN BY CHECKED BY AK MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1307526 SHEET: 13 of 49 CPM300?j v 4" c A d d - 4 d 4- ,Q 4 4 9.22 a a ° 9.24 4 4 A 7 d 4 4 �r(Ilt�// 7 06 ./ a d n .- - - % 9, a9.15 .'; - 7.01 7.09 \\ \'• t,` Qv- - 9.14 — — — — - \\' ' �f` `.! � � / i ?t ° �.� � '/ :�I! �- /' '� ! i \I � a .q f. � �!,• Ii `. �l F� I{ !i II �r i �. '' it \ \4'! - � 4 / A\ f Vi-.- ( �� t r\A t VA r, r VA l\l�f if ?%/`!i `jl 1l \J/#) � `r �, �� ��' �,��,i �'j t1 .�If 1!r�r�`' �, rr l�/� 1'/�(fr !i \I%!f'� Ili/;1/ii " it \ i;�� '' � �� �•' ���! 11-� v. fi— :. fl lifer Jt llf� (/li/j f'li/`(/'ilf r'II%/ Ifi f Il ilfj '(Ifs 61 !1 °-° \ �`�`il,.��li{jam! I/\A�JIVV\IIV'`�IIV�',//SAA( �A\j•\\\IJ�vA/��\Ar'V\\!I V' V A��y\% G \!/SAA v';v/ _� i�%iv .!J ,� ;ItiV\,/tiV' n d iif l `�I ! �J I �t �t i �! I \ ' i!/ ! �I, 4a \ \ '�• i ;t \ ;, .i"' .r 1, ti't III I f 11/ , I /I!f i;,_/ If i!f I f %if ��IVAA�II�AV�fjti�A�/j VAvIlVVA�J/VAAAr:fJV\A�!!�`; eAAfttl�,� 9.14 ��•�� y� I, jAV\/jV ` I 7.06 �'�Jlil�� V A �.;�,�� /' { A V'lam / /j. /,. o -a !' ! r y V ', 4 � �fJ- IVA'./f`VA rr\ o 7.09 4 a V,Ij\\\�fI\\\\I!\\j,J\ti`Jf\\`— 9.16 \\ � !ti (` I{/'\? \'Ir' i 'I �.\.%"Ir` �+li \ �/` t `\./- \ \ \ \ \ `• ' I!J �/. 'i� ,j1 :1,�, �: , __ {I�•� r 4 vn • \ i \ \ r f \ \ a. \ - \ \ \ d 'r A jj, fJ\'\�J/•� f/\\\_I"j\\\t.I\\\\;j\\\t/•\\\rl,� m \ \ \\ \ \ � \ I - \ ,f ,\'y�� J\ -�� jv YO �x v IJ v /,'�.'>J/\\\�.ij\�.`i✓1j�\\�lr\\\�Jj\\\\!/y\\�/j a. \ \\ \ \ \\ \ \ \ \ ,�'� ti (j�\"�\ `r��\� % �'�` tI\\ s, f\ __r f/\\\ J/\\\ 9.11 '%I�\\�f/�\�.(t\\`\%/\\fJj\�\` 04 d 6^,�\r/\�\\;`t�. \ \\\\ \ \\\\ \ \\\ jj'i\�'. i��'` ;'.�� `• \ !J\�ti�Jt,\1\\Jr, �I,' 1/ 11 I l _ j`/J II%'Jijf�i! d a °.d ° •,�,1,��C�LEPONTOr-�t' :.._�Q`G(� J _ 7.04 r •����'' • Ji \ /f \ \` /i \ r \ \ �' \ — \• If . ;` IJ \ l a / I �1 9.02 4 4 '% fj J%ilf�lJlli;' 4`, ° :if (/lil�tflifi ti !1 ;11I f'\//iif\%Ilif�! \ il /J\ {j/('1) 5.01 4 d i" \\ ' d Il,�tf llf Jj ll/�'/j `IMI ;! ff 9.12 ` a d � 1, \\ `'j\\ Jj\. \\ \\ \r t1�\\�/ \\ \///•� \�/ (\ \1,,! \\ \ter/\ i , \ i '`., ;r a.d Q n /r`I /rt 1 .e/I a %(v1/.1!t. I {I ll i I i ' fj _ ' C O 4 s —! i a.4a 7.06 ��\A /V\ /VA IrlVA ter, �J\A//', 5.01 rflf �.J;' of et/sl vJrtll ti//I1 villi //ll lifj-I/.I/'I!/%I# 11 It �'i/!i �J ii,��'`.'' 4 t d- JlVAA�Jj\Alam!/VAv�/lVvAAiI,/VAA�Ij �Ai.(IVAIIVAA�It�v i'VV A%j �A�,_',I�� a m 4 vyf " \ \ I :/ •. "sir \ , \ i -\ \r 1 \ 4 - d a ltd d 4 " a n 4 d 4 a . 7.09 4� a a 4 d 4d v .4 q d ,n a_ 9.25 a 4 © n a ° av v 9.23 d f� Q 4 v ENLARGED PLAN -PLAYGROUND a A �4 0 8 16 32 feet SCALE: 1/8"=I' -U' 4 v4 4 \ d NORTH �vtp,NDSC q\ V��S S.SF1ERRp� \� 3 G LA N O { 11/30/11 Del• Dal�VQ STA TE OF CA\-\E�/ THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W"H THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0 � W a = O -AA W M LL co Y Q Q LIJ Ir � V Q 0 X70 m�La� L F— L tto cu va E O _e m r- LL O E m 8 U O CL O w O h � _ m Cm � t C 00 W cn NM � O $ O nom L CO •ee� m o i Lin m Ltn LO O o 0 L_ e- V E O U a I.L. CL 0 � 0 Z� :5 Z CL D • m 00 _ ��W■^n\ V W Z W J O Z ii W 1♦.�n V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 130752&CP.dwg JOB NUMBER 1307526 SHEET: 14 of 49 CPm3003 d 4 O4 d 4 d� a a . 4 " � 4 d h 4J C a v//"cc 4 4 ° 4 a '% fj J%ilf�lJlli;' 4`, ° :if (/lil�tflifi ti !1 ;11I f'\//iif\%Ilif�! \ il /J\ {j/('1) 5.01 4 d i" \\ ' d Il,�tf llf Jj ll/�'/j `IMI ;! ff 9.12 ` a d � 1, \\ `'j\\ Jj\. \\ \\ \r t1�\\�/ \\ \///•� \�/ (\ \1,,! \\ \ter/\ i , \ i '`., ;r a.d Q n /r`I /rt 1 .e/I a %(v1/.1!t. I {I ll i I i ' fj _ ' C O 4 s —! i a.4a 7.06 ��\A /V\ /VA IrlVA ter, �J\A//', 5.01 rflf �.J;' of et/sl vJrtll ti//I1 villi //ll lifj-I/.I/'I!/%I# 11 It �'i/!i �J ii,��'`.'' 4 t d- JlVAA�Jj\Alam!/VAv�/lVvAAiI,/VAA�Ij �Ai.(IVAIIVAA�It�v i'VV A%j �A�,_',I�� a m 4 vyf " \ \ I :/ •. "sir \ , \ i -\ \r 1 \ 4 - d a ltd d 4 " a n 4 d 4 a . 7.09 4� a a 4 d 4d v .4 q d ,n a_ 9.25 a 4 © n a ° av v 9.23 d f� Q 4 v ENLARGED PLAN -PLAYGROUND a A �4 0 8 16 32 feet SCALE: 1/8"=I' -U' 4 v4 4 \ d NORTH �vtp,NDSC q\ V��S S.SF1ERRp� \� 3 G LA N O { 11/30/11 Del• Dal�VQ STA TE OF CA\-\E�/ THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W"H THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0 � W a = O -AA W M LL co Y Q Q LIJ Ir � V Q 0 X70 m�La� L F— L tto cu va E O _e m r- LL O E m 8 U O CL O w O h � _ m Cm � t C 00 W cn NM � O $ O nom L CO •ee� m o i Lin m Ltn LO O o 0 L_ e- V E O U a I.L. CL 0 � 0 Z� :5 Z CL D • m 00 _ ��W■^n\ V W Z W J O Z ii W 1♦.�n V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 130752&CP.dwg JOB NUMBER 1307526 SHEET: 14 of 49 CPm3003 U f q" q 4 9.09 ° Y, f. q q 4 ° 4q 4 4 q- ENLARGED PLAN -SPLASH PADrd%:M�m� 9.02 9.26 9.20 9.27 " 4 c < G a d o-1.0 9.35 d q c d 7.01 ° q 4 'G 4 - .. 9.32 NOTES: A. INSTALL SPLASH PAD COMPONENTS AND EQUIPMENT PER CITY -APPROVED MANUFACTURER'S SHOP DRAWINGS. B. LOCATE COMMAND CENTER AND MANIFOLD IN RESTROOM BUILDING. C. LOCATIONS OF SPLASH PAD PRESSURE REGULATOR AND BACKFLOW PREVENTER (WITH LOCKING ENCLOSURE) SHALL BE INDICATED ON MANUFACTURER SHOP DRAWINGS TO BE APPROVED BY CITY. 9.20 D. SEE CIVIL SHEETS FOR GRADING AND DRAINAGE INFORMATION. 5.01 9.20 g Q d 1 ° - 4 Off < d d r +' }–•,' -� - ° 9.30 d . n c 4 9.02 r d ° � 4 G ° 9.10 \��z 4 q / A 0 8 16 32 feet SCALE: 1/8"=V-0" NORTH S�Q�pNDSC �c �S.SHERROo yi\ wo v No s1ww— { 11/30/11} sl4rEOFCC THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a Califomia Corporation O _ W — WY m a W O c: =3 x _ M Q N LL m lO L N (-�e6 x 0 �1 a m va ' z W a D a DATE a = o o 0 U) oc� x 0 �1 a m ' z W u g Z It o Wo _ z w cr) U .(D g O o w Q u J a a W C d' i o� i r LO 0lpt 0 N I n C C ■ wl pw,'.. W Cf c:, s AIM L(j s rZ a o iai "mc 4-j Lo CID M A t V/ M C- 'a E V 1_ a i a C a D a DATE a = o o 0 U) oc� x a m ' z Z CAD RLE 130752&CP.&g g Z a Wo z w cr) W g � i� Z w NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 130752&CP.&g JOB NUMBER 1307526 SHEET- 15 of 49 CPm3mO � frfARIG �QjE; McINTOSH & ASSOCIATES TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED 2001 WHEELAN COURT CENTERUNE INTERSECTION OF QUIET BREEZE LANE AND BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY -C EXISTING POWER POLE m EXISTING PPS PIPELINE MARKER BAKERSFIELD, CA 93309 QUIET MEADOW DRIVE. FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION (661) 834-4814 ELEVATION = 349.78' (PER TRACT NO. 6104 -PH 3 OBTAINED FROM OUTSIDE SOURCES. I E— EXISTING DOWNGUY f'PS PACIFIC PIPELINE SYSTEMS CONTACL• NIKE NOEL MONUMENT REVATIDN MAP) THE SURVEYOR ASSUMES -NO -EASEMENTS, El EXISTING ELECTRICAL METER EXISTING EDGE OF PAVEMENT Awm CITY OF BAKERSFIELD 8A OF RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION 1501 OF BAKEXTUN AVENUE PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO M EXISTING PACIFIC BELL MANHOLE W EXISTING WATER LINE 1501 T FIELD, CA 93301 ALL BEARINGS AND DISTANCES SHOWN ON THIS TOPO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. SURVEY, UNLESS OTHERWISE INDICATED, ARE RECORD, OR ug EXISTING CABLE TV BOX £' EXISTING OVERHEAD ELECTRICAL UNE (661) 326-3586 CALCULATED FROM RECORD, PER TRACT NO. 6104 -PH 3, TOTAL 81iE ATEA: AM AIM8 CONTACT: NICK FIDLER AS FILED IN BOOK 50 OF MAPS AT PAGE 53 IN THE EXISTING GUARD POST EXISTING JOINT UTIUTY TRENCH KERN COUNTY RECORDERS OFFICE. amEXISTING WATER VALVE - EXISTING GAS UNE SOILS ENGINEERING, INC. 1 EW W 8� N K EXISTING 6' CHAIN LINK FENCE 4400 YEAGER WAY ��� _ EXISTING WHARF HYDRANT 8A ER 1KE SFIfL , ICA 93309 LOTS 72 M 73 DTRACT N0. T104 PHA 3, IN HE �(TY OF SHEET GR -1.01 GRADING PLAN - Na<3IH BAKERSFIELD COUNTY OF KERN STATE OF CALIFORNIA AS PER GR -1'02 - -GRADING PLAN - SOUTH R26 (661) 831-5100 BEET SHEET GR -1.03 - GRADING PLAN DETAILS _Jt- EXISTING STREET TRAFFIC SIGN EXISTING GROUND ELEVATION TONY NY FRANGIE MAP RECORDED AUGUST 5, 2(X)3 IN BOOK 50, PAGE 53 OF MAPS, SHEET UT -1.01 - UTILITY PLAN IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY --- EXISTING STREET NAME SIGN EXISTING GROUND CONTOUR SHEET UT -1.02 - UTILITY PLAN DETAILS SHEET HC -1.01 - PARK HORIZONTAL 99 EXISTING EQUILON PIPELINE MARKER ----o CONTROL PLAN PROPOSED STORM DRAIN UNE DESIGN ELEVATION -�_ y iA 5 ---- - i/1 \' !> �.L nHARRIS Eh, ?:iR£$ G/TTEfF 3 p z y rw . P _ ,•_,.. _ _ �a y 7i1L .'.._.__`_ 1✓ r "sem-_- - etat ^y vROAD Asti SIDEWALK TVP.07All SCALE: 1 " = 30' 30 15 O 30 60 n, ,f'�. •.p- '^c' . A T & I mu, (�' � � t �L..: x'.t. .cz E _ �'ya •�;� ,,. tAd x`�.,_ ........-'-------------__%�i''%-.-t-s�.m_...,_......,.,..____„__`__•_._. �a� g.1 -s1 I �9.._,� � _�.� �_-�'--�.�,—._�...�.._.id.��',-----.—. �'��....._.�� p_ .�`Apt` __44 4 �&a 11 f. t1 ' ` � (1 111 � � ,♦ r -I •S a tr !c , I hr 1 r .,y 1 l o v tj 75) X2.18 A"0 - - _ „ r s 'A > 25478— U EX 2" STi18 t 4' TILITY S 'i Vii; 0�© ' FG 3.30 5;Y/ 1 S J6 CHECKED BY MCN/RTS 5 q w m 1 All V/ ' cn m O r � CO ARRIS�20A H � py= S� o 0 I I 0 R' r Q {n _ I i G T F } �° Ya f IND Dump SIGN _- 5 1. 4 - } 11 f. t1 ' ` � (1 111 � � ,♦ r -I •S a tr !c , I hr 1 r .,y 1 l o v tj 75) X2.18 A"0 - - _ „ r s 'A > 25478— U EX 2" STi18 t 4' TILITY S 'i ♦ 0 ® 5;Y/ 1 S J6 CHECKED BY MCN/RTS OATS Feba r'i y 26,201D 11 f. t1 ' ` � (1 111 � � ,♦ r -I •S a tr !c , I hr 1 r .,y 1 l o v tj 75) X2.18 A"0 - - _ „ r s 'A > 25478— U EX 2" STi18 t 4' TILITY S 01 a CONTRA TOR TO VERIFY FOt1NDAT10N REIXlIR ENTS !° r AND THI NESS KITH BULDMG MANUFACIUR 51. <11 No. C72598 Exp. 6-30-10 CIVIL \t - OF CALF I 0 TE• 2/2t/<v 0 CL 11 0 ® 5;Y/ CO 00 S J6 CHECKED BY MCN/RTS OATS Feba r'i y 26,201D q w m 1 All V/ ' cn m O r � CO ARRIS�20A H � py= S� o 0 0 Q PANAMA LANE PRC?JEC G T � LIM Sl TES o " co C ;z ! I\ CD o c f: • -•. CO u_ r a •� G 0- Op Yf Q �f ■ X94- i r� y/ 01 a CONTRA TOR TO VERIFY FOt1NDAT10N REIXlIR ENTS !° r AND THI NESS KITH BULDMG MANUFACIUR 51. <11 No. C72598 Exp. 6-30-10 CIVIL \t - OF CALF I 0 TE• 2/2t/<v 0 CL C) 0 ® 5;Y/ CO 00 S J6 CHECKED BY MCN/RTS OATS Feba r'i y 26,201D q w m o PACHECO RD w All V/ ' cn m O r � CO ARRIS�20A H � py= S� o 0 0 Q PANAMA LANE PRC?JEC G T � LIM Sl TES o A —T�- VICINITY MAP MATCH LINE - SEE SHEET UT -1,02 NO SCALE jvy FOR STORM DRAT! CONTINUATION' `.,.t- '` �'`� _ .�� Vie, ,�; ....._�.'� � ��� +• �i �1a�{II�IIy4 4 t•�i11i-1.f� 400 W --h} �19 a ,•e� } n �3 •�,Q .4 t.s.s.,1 x�,5*5 ,.\- Y\\I I �.+ Gam-... cS 4 I 0 I 1 5• ESC 'N'3 C'L PaPiN*;" I� I v E � , i 0-0 0 v ? I G/ 1----- ---- C X51 � •/`��72' WIDE PACIFIC GAS ELECTRICa COMPANY RIGHT -OF- Y PER RW , - }$ / 2230-27-0787 DATE AUGUST 22, 1 / 1972. I1j I I a / x I o ,6 1 s f I I ®©� f / V / / / 1`L o i i S ,24 1 9 / J i T t / • � tam � I 1 i DO) (g2 I a�" g250; Z51 a i i I poi SAWCUT A. 2' MIN. OR AS g l52 �5i DIRECTED B THE CITY �5 2 &WNEER ( TCH PER C.0 . 5 _L STANDARD 1 G 7 V 1 CTV �g4 G er' t•� 1 a f � _ cS` v+ L 12 03 t/v ` -i irrtai ,2 I I „cf a r a P ' -I 2U' A.0 DIER J' ` # A 1 \ cs a 4o' CL n AGC BASE 0 mo III I 1 s `�- :// 0 8' 114E COMPA AT v.;, '��3. 7R'v'3 t.rnY.f 33;.;.+-if+a igmr;. '^4 g't. g},:•@,'a.rbv^ 6" '' .3 �'r " •,� t�~ I ,�t - ""A'a' - �. €_' .\"ti '. a °.'.,� � .,'i.''��a ".,�;.•' a,G : -'�` ��. I �4 ; �Df. _ k � :, 1 .-'ti"3y"k`v�gK mr $c �\� +'�,, 3{'#>a,� `s,.-.. "i •� I ° ei � I ! 3 mo a O� k• 1 '[ $yqq 1 �4 f.t / y i • 1 6 a J x —► / I 1 t 5 I r 51 ' �" �'` � °�'. ��,,, tr;��'^� • �- � 1♦,'�: d• � O rte" �; • � S .r" L.S3 —1 I Ci �. � '- +fi¢i''' w$• 1 ( " J. is L.J. � I ^. • a I PP :# -I t s + O I is `cam--•-- -(� N i^ `. I 5 h � Pr �i 1.5X' , h _ \ 5 � � Iry - Q f ry l h� CR cn v h 51. h _ "R 0.5 flE OVER � L v a- NK l N ) .o P D..�S CL AG'6 BASE i .€m a I Jiek 6O OVER 8 5zI ; n Al ` � I P 5240 FG �. U .�_-J 'tF ,19> r i p117 f &89'09'43-V! T EW7E LANE SE EX, DRIVEWAY TYP. TO 1 <.. i65S + € ST i ES B ' } t TRACT No. 6104 e PHASE 3�, BK. 50, p. 53 I h' RESIDENTIAL v hry, a �; � \ ��"'• t Is \ N89' '43"W G +ys _ 3: 517 7! SPS , - tit t s �g {g / I q 32 1 I " 1 \~ as I ���n �' ! 1 I I 1 ! �If ,,e�5ti• rxt-r.a� _ .�` ;,,���' ,nl I t, s' S 4�`MATCH LINE - SEE SHEET GR -1. 2i z CUP 08-0558 7,03 i 350.34Fy� .� ? ���� �•Z Y 1'.._. 1 x, m _y_ .!iJ. I THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TODnMIS OR USED IN CONNECTION WITH ANY WORK -OR PROJ•GYA7MER THAN T_HESPWJFIC PROdEcT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL COINSTMITE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER Or RRM DESIGN GROUP'S RIGHT& RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0 z ■ 0 z Im X :50 z W z z 0 NO. CL C) U. ul C ® 5;Y/ CO 00 LLJ J6 CHECKED BY MCN/RTS OATS Feba r'i y 26,201D W U. V 9 L V/ ' cn m O r � CO py= 0 z ■ 0 z Im X :50 z W z z 0 NO. REMSION DATE PROJECT MANAGER DRAWN BY RRPIMCN CHECKED BY MCN/RTS OATS Feba r'i y 26,201D EL JOB NUMBER 1307526 SHEET: 16 -of '49 GR -1.01 8 L� CLJ CL 0 Q Lu to') LIM o " co C ;z ! I\ CD o c • -•. CO u_ r a •� G 0- Op Yf Q �f o 0 z ■ 0 z Im X :50 z W z z 0 NO. REMSION DATE PROJECT MANAGER DRAWN BY RRPIMCN CHECKED BY MCN/RTS OATS Feba r'i y 26,201D CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET: 16 -of '49 GR -1.01 NSa'+:9'43"Yi � 3 iM IJ 65 66 t I i t I I 9' N59'Y' 3"EY �" a N �C vps + r'.- ah9 c 13 0 au 0`-h - 4c Biu_. s ' CSA L ti SJ 8' Ss YiER - f3 31 3.:_;. `` i��■e r1_ 6" SEV £X. DRIVEWAY TYP. f I 70 67 (( 6869 i TRACT No. 6104 - PHASE 3 1M. BK. 50, PIGS. 53 i I V vvv g REIDRESIDENTIAL j € 354- tf I# I � � I GRADMI NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING GRAM NOTES (CONT) 23. CONTRACTOR TO VERIFY DIMENSIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS IN FIELD BEFORE THERETO (CALIFORNIA BUILDING CODE, 2007) AND SHALL BE SUPERVISED AS ENGINEERED PROCEEDING 107H W? RK. ANY DISCREPANCIES THAT WILL AFFECT 77E -INS TO EAIS77NG IMPROVEMENTS GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES SHALL BE BROUGHT 70 THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WIN ANY WORK. 2 THE D£S/GN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND 24. PRIOR 70 COMMENCING ANY WORK WITHIN 7HE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN CONSTRUCTION 70 INSURE COMPLIANCE W 7H THE PLANS SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. A STREET PERMIT FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. UNLESS SECURED BY A _. r ____.__ .____. s%_._._ SUBDIW90N AGREEMENT, SECURITY BASED DN AN APPROVED ENGINEERS ESTIMATE FOR 7HE WORK PERFORMED J. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR WTHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SCULL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 770 PLACING ANY MATERIAL EXISTING WATER UNE t� V 25 ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 97F CALIFORNIA AND FEDERAL O.SH.A. REQUIREMENTS AND 07HER APPLICABLE SAFETY ORDINANCES CONTRACTOR CONDITIONS DURING THE COURSE OF CONSTRUC710N OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION. CONTRACTORS SHALL AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL OBTAIN APPLICABLE O.SH.A. PERMITS WHEN WORKMEN MUST ENTER TRENCHES GREATER THAN FIVE FEET. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE OWNER, ARCHITECT, REFER TO SOILS REPORT FOR ALLOWABLE SLOPES ARID RIE ZAIGIN£ER 41 L SS FROM ANY IMBIL TY, REAL DR ALLE= IN CONNECTION W TH 774E PERFORMANCE EXISTING GAS UNE OF VORK ON 77415 PROJEL^T, EXCEPTING FOR LIABILITY ARSING FROM THE SOLE NEGLIGENCE VF 7H£ OWNER, 26. PRIOR TO COMMENCING CONS7RUCTTCNI, CONTRACTOR SHALL VERIFY DEPTH AND LOCA 7701V DF ALL UTILITY ARCHITECT, OR THE ENGINEER. CROSSINGS THAT WILL AFFECT THIS CONS7RUC770N, INCLUDING WA7ER, SEWER, AND STORM DRAIN, TO DETERMINE 0 !F ANY UTILITY CONFLICTS EXIST. ANY UTILITY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO ENGINEER SO THAT DESIGN CHANGES CAN BE MADE PRIOR 70 7HE START OF CONSTRUC770N. BEGINNING COIVSIRUC71ON AND VERIFY INE LOCATION AND D£P774 OF ALL UNDERGROUND FACILITIES INCLUDING EXISTING STREET NAME SfGIV TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. 7HE ENGINEER ASSUMES NO RESPONSIBILITY FOR 27, IF 7H£ PROJECT 1S SUBJECT TO INE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELiMINA77ON BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORRMA71ON OBTAINED FROM OUTSIDE SOURCES. SYSTEM (NPDES), A NO710E OF INTENT" (NOT) TO COMPLY WITH INE TERMS OF THE GENERAL PERMIT TO (USA 1-800 642-2444). DISCHARGE S70RM WATER ASSOCIATED 107H CONSTRUCTION ACTIVITY (14Q CIDER NO. 92-08-D*V) MUST BE nLED WI7H STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE B£G/NNING OF ANY 6. THE GRADING CONTRACTOR - SNALL B£ RESPONSIBLE FOR GRADING ALL AREAS TO + OR 0.05 FOOT. C0NS77?UC77GN ACTIVITY. COMPLIANCE W?TN 7HE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION IF AN AREA SHOULD BE FOUND 70 BE MORE THAN 0.10 FOOT OUT OF TOLERANCE AFTER COMPAC77NG AND PREVENIION PLAN (SWPPP) BE PREPARED, CON7INUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RE7URN AND CORRECT THE GRADING AT NO COST TO THE PUBLIC INSPEC7701V DURING NORMAL CONSIRUCIION HOURS. OWNER. THE BUILDING PAD SHALL BE GRADED TO +/- 0.05. o �Q� PEL C. NQ F 28. IHE LANDSCAPED -AREAS TO BE DESIGNED AND GRADED TO -MI W2E EXCESS LANDSCAPE 7> THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT 7HE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2Z OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WH/CH ARE TO REMAIN. o DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS. 29, BUILDING PAD PREPARATION: EXCAVATE EARTH MATERIALS TO A MINIMUM DEP7H OF THREE FEET BELOW 05 LOWEST EXISTING GRADE W EACH OF THE PROPOSED BUILDING AREAS OR AS PER GEOTECHNICAL REPORT. 8. EXCAVA770N - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY 7HE SOILS ENGINEER. SCARIFY THE BOT70M OF SHOWN ON THE PLANS EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 7HE EXCAVATION 12 INCHES, MOISTEN TO NEAR OP77MUM MOISTURE CONTENT, AND RECOMPACT TO 90% OF THE MAXIMUM DENSITY PER ASTM D1557 OR AS PER GEOTECHNICAL REPORT.. WORK TO LINES FIVE FEET 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING EiMBANKMEN7S, INCLUDING BEYOND THE EXTERIOR FOOTINGS THE PREPARA7701V OF AREAS FOR WHICH THEY ARE 70 BE PLACED, THE CONSTRUCTION OF DIKES WITHIN OR ST C1V1\- �P 9� � QU7SIDE THE CONSTRUCTION AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN THE 30. PAVEMENT AREA PREPARATION: SCARIFY TWELVE INCHES BELOW THE GRADING PLANE, MOISTEN 70 NEAR LCMSMUCVON AREA -WHERE UNSUITABLE MATERIAL -HAS -BEEN REMOVED AND THE PLACING AND COMPACTING OPTIMUM MOISTURE CON7ENT, AND RECOMPACT TO 90% OF THE MAXIMUM DENSITY PER ASTM D155Z IN OF EMBANKMENT MATERIAL IN HOLES PITS AND DEPRESSIONS FOR 774E CONSTRUC710N OF EMBANKMENTS ADDITION, THE TOP EIGHT INCHES OF SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE; DOING NECESSARY DENSITY PER ASTM D155Z WORK 70 LINES AT LEAST TWO FEET BEYOND THE OUTSIDE EDGES OF PLOWING OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPACTING MATERIAL 70 THE LINE AND GRADES PAVEMENTS SHOWN ON THE PLANS AND AS DIRECTED BY 7H£ ENGINEER. ALL EMBANKMENT CONSTRUCTION SHALL BE CONSIDERED AS INCLUDED IN 7HE CONTRACT PRICE PAID PER CUBIC YARD FOR FURNISHING AND PLACING THE MATERIAL OR CONSTRUCTING AS EMBANKMENT, AS THE CASE MAY BE, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WSTH 774E STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY 2006, INSOFAR AS 7HE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES hfWE01N 77•IE NOIFS THEREON SHALL TAKE PRECEDENCE -OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWNCI u A) ALL CONCRETE SHALL BE CLASS 8" , USING TYPE V CEMENT, AS IN ACCORDANCE WlIH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS UNLESS 07HERW?SE SPECIFIED. E B) ASPHALTIC CONCRETE SHALL BE TYPE "8 , MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH 5 TO 6-1/2% ASPHALT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR 07HER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MCIN70SH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWNGS OR OTHER DOCUMENTS 12 11CWTDSH.8: ASS=A1ES SHALL NOT BE RESPOVIISZME DR IJABLE .FOR 3UNAUTHORM CHANGES 70, OR USES OF; 7HESE PLANS ALL CHANGES TO 7HES£ PLANS MUST BE APPROVED, IN WRITING, BY MCINTOSH do ASSOCIATES 13. ALL GRADING SHALL CONFORM TO 7HE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, 774E PRELIMINARY SOIL REPORT PREPARED BY SOILS ENGINEERING, INC, FILE NO. 07-12294, DATED OCTOBER 24 2007, 777LED 'PRELIMINARY SOILS INIIES77GA77ON PROPOSED FIRE STATION NO. 14 AND GREYSTONE PARK TO BE LOCATED ON THE SOU7HWEST CORNER OF MOUNTAIN VISTA DRIVE AND HARRIS ROAD IN BAKERS17ELD, CALIFORNIA," AND ALL ADOEMDUMS 7HERE70. IN OF CASE OF A CONFLIaT BETWEEN THE PLANS, SPECIFICATIONS AND SOIL RECOMMENDATIONS, 7HE MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSIRUC770N, A nNAL SOILS REPORT SHALL BE PREPARED BY 7H£ SOIL ENGINEER. 15. INE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIG? TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. IE 1`7!WSHED SLDPES AFAVER THAN -FIA£ FEET FROM BUILDING FDUNDAJIDNS SHOULD BE -GRADED NO STEEPER THAN 5. 1. A SLOPE RA 770 OF 2:1 SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES 17> ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WIN LOW EXPANSION P07EN77AL AND FREE OF GRASSES WEEDS, ROCKS LARGER THAN TWO INCHES IN DIAMETER, DEBRIS AND SOLVABLE SULFATES IN EXCESS OF 200 PARIS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERATIONS IMPORTED SOILS SHOULD ALSO MEET 774E FOLLOWING CRITERIA: A) MAXIMUM % PASSING 1200 SIEVE . .... ..... .. 50 B) MAXIMUM LIQUID LIMIT . . . ........ ....... 40 C) MAXIMUM PLAS71CITY INDEX . ....... .... . .. 14 D) MINIMUM R -VALUE . . ... .... .. . . ..... . . 50 F.) .MAXIMUM f.XPANSXW INDEX ....... . ... _ 20 (PER 2007 CBC STANDARD 18-2) 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETATION, OTHER BIODEGRADABLE SUBSTANCES UNSUITABLE SOIL, AND OBSTRUCTIONS OF ANY CHARACTER TO ACCOMODATE COIVSMUC7101V FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF 7HE BUILDING OFFICIAL, SOIL ENGINEER, OR C/NL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES OR TO SATISFACTORILY PERFORM ANY OTHER FUNCTIONS FOR WHICH 774E SOIL IS INTENDED. 20. AREAS 70 RECE7VE FILL SHALL BE SCARIFIED SIX INCHES BROUGHT TO NEAR OPTIMUM MOISAIR& AND UNIFORMLY COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY PER ASTM/ D1557-0261, UNLESS OTHERWISE NOTED. 21, ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX INCHES IN UNCOMPACTED THICKNESS AND COMPACTED TO 90% OF THE MAXIMUM DENSITY PER ASTM D1557-0261, UNLESS SPECIFIED OTHERWISE'. 22. QUANTITIES FOR EARTHWORK. f1lCAMA RON - XXXXX C Y EMBANKMENT - XXXXX C Y. OUAN7771ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. 7HE CONTRACTOR SHALL NOT USE THESE OUAN7777ES TO BASE HIS BID ON. ��-a,, 9t 3 x [ IV i - JN �IY t i ii i ;x;{ 6.� F t•F •' 56 a I 1% I G C 52>25),Zt1,4 t i (52.00) 1 4 y i , I �PER (Sj DO PERTEMPTR. 6104 -PH 3,OR R MU BK.ND £5 G.ASE I I 1 1 ) 46 i------------ --------- R=20.00' (SO 7,5 ) (51.25) !f 3 0- T-20.00' I 4 t (' } id 6=90,00'00' . 0. ~ — j _ N89 08'x3"ut r d r I _1 -� �- w - -- - - . - L _�� m Zeit= I r'.0.5ii�� I 9 ' a I e 8' SEWER wiq 'u" t 4 i ( 398.4i' ' .. € j 5 54 2t I IMOUNT PLj I � 1 10, IM 12' 117 011 i i I i 1it 1 53 1 5 i 5 55 I 56 I TRACT ho. 6104 - PHASE 3 M. BK. 5€i, RC,. 53 j RESIDENTIAL, I � I I I , SCALE: 1 " = 30' 30 15 O 30 60 -0- EXISTING POWER POLE E-; EXISTING PPS PIPELINE MARKER E_- EXISTING DOWNGUY PF PACIFIC PIPEtiNE SYSTEMS El EXISTING ELECTRICAL METER _. r ____.__ .____. s%_._._ EXISTING EDGE OF PAVEMENT 0 EXISTING PACIFIC BELL MANHOLE -----_.ne_.,___.__._.__ EXISTING WATER UNE t� V EXISTING CABLE TV BOX - -- — - EXISTING OVERHEAD ELECTRICAL UNE • EXISTING GUARD POST E 0 $ c7CL EXISTING JOINT UTILITY TRENCH 04 EXISTING WATER VALVE -------_.,.. __.___._;_______ EXISTING GAS UNE w EXISTING WHARF HYDRANT - EXISTING 6' CHAIN LINK FENCE 0 EXISTING STREET TRAFFIC SIGNEXISTING 36b.' GROUND ELEVATION + EXISTING STREET NAME SfGIV . _...__ _ " " ` ' EXISTING GROUND CONTOUR r,� EXISTING EQUILON PIPELINE MARKER -----D PROPOSED STORM DRAIN UNE N'! 5 DESIGN ELEVATION QRcFESSIq�,C c O cn ���fj' o �Q� PEL C. NQ F c� C o No. C72598 05 Exp. 6-30-10 ST C1V1\- �P 9� � OF CAI_\ DATE: O 2 0� y CUP 08-0558 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THEREOF SHALL BEODPJED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANYLVORK ORPFiOJECT )THIER THAN THE SPSCIMC41ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RAM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W aM0 . 0- WLL (D <CD c - T_W C) c� U W 3: UL V 0 o 0 0 m LO Cu � t� V a SHEET. 17 of 49 GR -1.02 Y REVISION DATE a 3: o � 0 o 0 x U) CHECKED BY MCN/RTS -DATE February 26, 2010 m a JOB NUMBER 1307526 SHEET. 17 of 49 GR -1.02 0 � E 0 $ c7CL 9 m w _ z o 0 w � -M 0 w 8-'0 CL N'! 5 c O cn ���fj' Eul o a 05 4; cn 2 0� y N a MCI 00 a - c>7 u E Y REVISION DATE a 3: o � 0 o 0 x U) CHECKED BY MCN/RTS -DATE February 26, 2010 m a JOB NUMBER 1307526 SHEET. 17 of 49 GR -1.02 0 a z C� w Z z o 0 w � 0 NO. REVISION DATE PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS -DATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET. 17 of 49 GR -1.02 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PARTTI-IEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED M CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL. OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation U3 „ cit W mC�I -UU ®co TRANSITION FROM TRANSITION FROMFULL HEIGHT CURB {o c) Q ILL () 24" FULL HEIGHT CURB TO FLUSH CURB TO FLUSH CURB 0 Lid R=1/2" va cl . 0 z A.C. PAVEMENT = ' ` m FULL HEIGHT FULL HEIGHT CURB CURB INIERNAMJMVAL ACCESSIBILITY SYMBOL a� W �E iv -1" N o z Z Imo. «� z aRmt�Z" 99 FEZ: � w Ax O v N'1 CO) 4.9% 4.9% N ` MAX 4' MIN MAX ' r It7 �i 5% (1" DEPRESSION) MAX GUTTER CL. 2 AGG. BASE p�yr \ I LIM CROSS SLOPE AT A CURB RAMP. NQ3L-6" NATIVE COMPACTED `�Ni�ded ON CLASS "B' CONCRETE (5 SACK) TO A MINIMUM OF 90% " V EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' TAPER CURB FROM t3 CURB t3" TO FLUSH - 1 14 12 HIGH WHITE 1POUR ON -NATIVE COMPACTED 1. LETTERING TO A MINIMUM OF SOX ii 1 6" CURB & GU T TER 6 SLOPED WALKWA Y 4" WIDE PAINTED BLUE STRIPE (TYP.) i !7 CL g L GR -1.03 SEE C.O.B. S7D DETAIL ST -I GR -1.03 �r t �' 4" WIDE PAINTED 4' BUMPER BLUE STRIPES O BLOCK (TYP ) �E P 3' ON CENTER. EXPANSION JOINT AT SIDEWALKS. ? fj0000 i 0 0 CONCRETE WALK, 6 WHERE OCCURS. @ Q Q ® dt4Z. ^ O @V 1. 1RUNCA7ED DOMES TO LOWLY i I i.87' MPRAK 12 ACCESSIBLE PARKING SfGN. -1.0 A.C. PAVEMENT to WITH ADA STANDARDS o 0 0 O 0 2. NO allE DOW DAMES ARE TO BE USED FINISHED GRADE. Q @Q © ADD "VAN ACCESSIBLE" SIGN ON WHERE OCCURS. r _ — O @ A► e #A O VAN -ACCESSIBLE PARKING SPACE. 9" $ _ 2 AGG.BASE O O as• fit— TAPERED ---ate- -- EDGES weeRE 4. 45"AT MIR Eragpsm CLASS "B' CONCRETE (5 SACK)" EXPANSION JOINTS EA. 30' t6* MART .9' AT BASE TYPICAL SECTION A—A WEAKENED PLANE JTS. EA. 15' POUR ON 6" NATIVE COMPACTED NATIVE COMPACTED TYPICAL PLAN TO A MINIMUM OF 90% TO A MINIMUM OF 90% 2 C" CONCRETE CURB RAISED TRUNCATED DOMES » ACCESSIBLE PARK/NG SPACE GR -1.03 GR -1.03 GR -1.03 VAR. VAR. EXP. JT. GUTTEREXP. JT 7'0 REFLECTOR12ED PORCELAIN ON 18 GAUGE STEEL. BLUE BACKGROUND -ONCf2ETE -WAL-K, 16 INTERNATIONAL ACCESSIBILITY SYMBOL IN WHITE WHERE OCCURS. 5 A —1 5 Mamem MINIMLW 6'• AC PAVING FINISH GRADE ANDSCAPE u -1 FLOWLINE _ Fl VA (VAN SPACE ONLY) I I /�" OF GUTTER a _----- _ _ OF GUTTER FLOW. - - w EXP. —J FINISHED GRADE, �= 1 �2' JT. A EXP. JT. 00 WHERE OCCURS. °' ' 1 b • NaIE: REMOVE EXISTING CURB do GUTTER PLAN VIEW AS REQUIRED -TO CONSTRUCT NEW fL.OWUNEOF GUiTHt 2" 2" GALVANIZED POST CLASS B CONCRETE (5 1/2 SACK) DRIVE APPROACH. --o"S7M EXPANSION JOINTS EA. 30' I I CL. 2 AGG. BASE WEAKENED PLANE JTS. EA. 15' I L 6" NATIVE COMPACTED -R ZC OC �- REB EACH WAY 8' 6' q POUR ON 6" COMPACTED NATIVE L– – J TO A MINIMUM OF 90% TO A MINIMUM OF 90% 12' 1 F#M GRAW SECTION A -A 3 FL USH CONCRETE CURB 8 CONCR T CRS rl2 ACCESSIBLE PARKING SPACE SIGN GR_ 1. GR -1.03 GR -1.03 cc. 0. B. ST -3) 4' uwAURIDRra» R?MfXES PARED N DESIGMIED AQCES99LE SPACES NOT OASFIAYANO D6W1GL#SNM 24" 24" cPL4CAqW OR L� REFLECTOAMED POIRCELMN SIGN WTH PEI?SOM W7H CM81 193 1" FBGH w*7E TEXT AS SHOWN, 2-1 VARIES 2' 6' 6' ,1 MAYBE TONED AWAY AT BLUE BACKGROUND COLOR 15090 VOIENSE TONED PERECLAMIEDR FS N 1 12%1 IF eTY oe A170N OR BY 7 EPIIOMM9 : SHOW ON SIGN INCLUDING ADDRESS AND PHONE PRIOR 70 PRINTING ALL 4:1 m 2% PRIN77NG TO BE PERMANENTLY AFFIXED. �t PLAY AREA CURB 196 2" GALVANIZED ED Posr NOTE: CLASS "B' CONCRETE (5 ACK) 0.20' A.C. PAVEMENT WEAKENED PLANE JTS. EA. 15 FINISH GRADE POUR ON V NATIVE COMPACTED 0.40' CL. 2 AGG. BASE O TO A MINIMUM OF 9596 - 9 SEC TION MIN. 909[ COMPACTION. 4 4' TT R GR -1.03 13 CSB DARKING T RA SIGN GR -1.03 03 NOM 1. THE RAMP SHALL HAVE 12" W!D£ BORDER BLUE E PA/N7E0 BACKGROUND 15090 PER FS 595A. W97H 1/4" GROOVES APPROX/MAlELY 3/4" _;�OR D.C., SEE GROOVING DETAIL THE SURFACE �L OF RAMP SHALL HAVE A 7RANSVERSE �OESS/O� C �O�P� A T BROOMED SURFACE 7EX7URE ROUGHER THAT THE SURROUNDING SIDEWALK. \�'C �^ x_103 �o. C72598 2. 7RAN97701VS FROM RAMPS TO WALKS, Exp. 6-3o-iD ;a-TJ;X;MAX GUTTER OR S7REETS SHALL BE FLUSH AND a -FREE OF ABRUPT CHANGES. � 1OX MAX. APPROX. 3/4" MAX' M k 116 `"' C 1V iL �Q F AT CURB A L .'-� MIN. y� OF CALF T- 4 z.k .T c �. 1/4" DATE: 2% MAX. TOP OF RAMP ROUNDED 3J XMAX. SLOPE i WNIE PAMITED SYMBOL COW aW 70 DIMENSIONS RV M9GLIRE Na 11A1A, 2D07 QW MCINTOSH =41N. C U P 08-0558 4" 6. &AssoaAms SEC77ON A—A 5 CORNER RAMP 10 SEC TI ON 4 /N T RNA TI NA A C ES I I I T Y S YM LNID SWWW . a ©2011a :. GR -1.03 fcAL.TRANS A -88A) GR -1.03 2001 wheelon court Bakersfield California 93309 #07-066 (661!l 834-4814 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PARTTI-IEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED M CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL. OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation U3 „ cit W mC�I -UU ®co ; Q x L {o c) Q ILL () F- 0 Lid ca va cl . 0 z NO. REVISION DATE 'c W x cl . 0 z i JOB NUMBER 11307525 SHEET: 18 of 49 G 1.03 a� W �E U_ z Z Imo. «� z Z � w Ax O v N'1 CO) tko i?e� r It7 �i p�yr LIM 1 �h ii 4- � 0 0 5 i !7 CL g L t �E P CIO NO. REVISION DATE 0 W x cl . 0 z i JOB NUMBER 11307525 SHEET: 18 of 49 G 1.03 Q. z Z r� V W z Z � w Ax C� NO. REVISION DATE PROJECT MANAGER -DRA1MN BY RRPIMCN CttECtC£D BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GP08.dwg JOB NUMBER 11307525 SHEET: 18 of 49 G 1.03 _� 6 / " I-\ _. �"� i I EX PSE YA°A. P ,MF T-, 4 } , 4 m REVISION '>✓fjllllll ` r ' THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND 1 WA Y , �f i jr } 1 CHECKED BY MCN/RTS DATE February 26, 2010 WORK ORiJR0J"W4M4ER THAN THE SPSCIFJCT'iRQWSCT' JOB NUMBER 1307526 SHEET: 19 of 49 UT -1.01 t I f i G dI 8 4 f I i I !j EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation � I I ! yyt; X waw® u j £b3 - 4 t m u a N89^9'?3 4p H4RRIS ROAD s ,......i5" 3Es1FR , j FLS. LS, MCN, tN TP, NOI l -----' i STK@. L.S. 5585 PER '#ft.. No, 8198, x N- SK. 32. PG, 129 I"""'. sl o i, �IIA�CI'I UE - ME S# ET 102 S ° TTS 2' m PIPE ,<rT3v t 88.±4'1 i-i,2t CTR. moi». '8 r ••" U -1. i PER PIN. SQ. STM P m tx - - FOR MT M DRAM CONTMUATION � � °° 47 STORM DRAIN CURS GUTTER "�LINE ACROSS S7REr7 H ROAD vL AX8 T Su - s.�.• w - - _ ----- - _ U %o To £xrsnNc SUMPYA ' T'•." i i f I =7:- W�------...�. w fir■ �. �.� �V V ®� �� �� s ii$�ii dE?S' • s's.y"y{ 278.48--.�.•` I -.� N8T21`53`bY - _ 264..76' _. ,°, _ .- .`.� ® iY VYkXE.R Vt I 1 -.�- EY. Al Ex. 'NO OU1 DUN5477 sr s' p' Hi STJ SP"S _ I } 1 e t 1 2 e I I 1 EX. 'R@ 1 @kAi NG' ('! SIGN �• 1 I ►N 1 , ii------------ II -- UT—i.0 --------- - -j---� III( +/ • PAELECTRIC 12' Y RIWAY PER RAY AVSTALL 24 Lf. L JJ o !9 et)"••"^.., ? + / 1Y' WIDE PACFIC GAS 2230-27-0787 GATED AUGUST 22, 1972 .44 N`60 - /If y­' T -LO 1 e..:"p s� a r IE J* 3.17 ACRES • ��; `°"•5r3.� �».=K.� `Si ,�„� � o � J..r_. r � y' S �' ' r �''s. .4q�:.��::, . 3' WA7ER LA'Ilf IV aE AVSTAILED 70 THE WtWa Lc � 72 MSTAIl -WATTS 223,2 ' P1 ?E R y lld y'' . T No 610 4 -PHASE VALVE NSWBMWM lapllTRACT(M? TO VFTDlF1' 50, PG. 53 AV%Y.11nING PANVSTALLAVG SpR35 B' I 7. 5 ACRE 8 1% PRESSURE REWOW VALVE TD A&W MAT ` A PROPER PREOW REDUM VALVE 6 USM. '�„ � 5 .. . mak, � s• L!.�� � <�_ M "i \ 'a .. Sa' i. _,\, AT * - .•e `h 't' 2'xx',nx7'a - 4'.. Ys w t V.O. �J 0�` T -L 0 OR Cb 10� - g a 4. v vraFeK�"- i d 1 w?zj A. rFt 4 5 � s E' w 41�. �a`I�:• Ifi ��•' - t xltu wEE J .I•: :S 4 ti Z) 1311 i P= � W _.: �VSTALL+ s 5 L.F. 4 SS, `0 2x .#3.44 4"C. %S"�.33'ar >,..,..°....;�'..« ®.. ® _, ®- „ •- _ _ .. - - 3 T9'S3'Tf' R,,„�.92.00' L�R8.73° h7 C.O. ``.,� 335,47 d v � S — _ - � _ -----•fir-- �a- _® '� � n I ' INSTALL 4' LATERA! 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LEM -� EXISTING POWER POLE EXISTING DOWNGUY EXISTING ELECTRICAL METER EXISTING PACIFIC BEL- MANHOLE i_31 EXISTING -CABLE TV Box 4 EXISTING GUARD POST EXISTING WATER VALVE EXISTING WHARF HYDRANT EXISTING STREET TRAFFIC SIGN - EXISTING STREET NAME SIGN i-=�g EXISTING EQUILON PIPELINE MARKER �g EXISTING PPS PIPELINE MARKER L PACIFIC PIPELINE SYSTEMS EXISTING EDGE OF PAVEMENT EXISTING WATER UNE - EXISTING OVERHEAD ELECTRICAL LINE EXISTING JOINT UTIUTY TRENCH EXISTING GAS UNE EXISTING 6- CHAIN LINK FENCE --s----s PROPOSED SEWER UNE -- D PROPOSED STORM DRAIN UNE PROPOSED WATER UNE ca s, i 56t7.iTTO' \\� 'a+ . I '.-f'X. ORPh.'A`AY r y Ir _^trn�!>ti 81l_ t e� 66 € 6:7 66 69s TRACT No> 610 m PHASE 3 'K 13:x. 50, PG. 53 € € RE IDENTIAL I 1 EZEY,�34210 4 w, 'ti"VC? . I70! 14' SI<RVAG+E WN 3' WATER AIEIE i ASSE &Y AER caa t S7U V-9 W/4 BY-PASS AAV FMCO MODEL 880 RP L WCE T-1.0 r AVSTALL 4' WATFR mm Asmay PER CQB• SID. w-9 W1 FEBL1t MODEL 860 RD XWCE SEF LAAV9a4PE PLANS #'�r RN � � € � ; �6'0 FAR C0W7MVA1IAK i I HOT TAPS BY C-341 ,SEDI I F_ N/11 C MACTOR (IS�IKs' STAB SIEa 1I i I 40 T�AFPI/NyGy�S�LEjE}V/Ey�A/Ty� y Vi �I nANS 1 f l i a° E PACIFIC GAS CTRIC I FOR CLT 7XW 10 P/ .t�8 t }'. F I 2 0 7-0787RIGH7 DATED Y ST 22 i 2 ! I 4 I .1 I F E II 3 t R --25.w 1 f tE I iQX I-- i I I 1 I _.._1 I 1 if r-_-_; _ __ p I FIRE STATION k f II} t ( I 1 � i � '°" � I • € I ' it 01 t i i J� t I I I }j TEMPORARY TURN -AROUND EASE T R I I PER TR. H1M-PH 3, M. 810. . 53 ----------- €ti t i 1 P Iz q4S ft-2o.tT2" I I Lr_f E. L Yd'--^--•-••---" .,I 9S � I i f 1 •' I . i+$$'p9'43"iV i Lek— I 3t&s7' °LST 6 _ .3 54.23' I j 1 1 1 1 I SCALE: 1 " = 40' 40 20 0 40 80 Nvain; ml Sol REVISION '>✓fjllllll ` r ' THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND 1 WA Y , �f i jr } 1 CHECKED BY MCN/RTS DATE February 26, 2010 WORK ORiJR0J"W4M4ER THAN THE SPSCIFJCT'iRQWSCT' JOB NUMBER 1307526 SHEET: 19 of 49 UT -1.01 t I f i G dI 8 4 f I i I !j u a N89^9'?3 4p H4RRIS ROAD s ,......i5" 3Es1FR , j FLS. LS, MCN, tN TP, NOI l -----' i STK@. L.S. 5585 PER '#ft.. No, 8198, x N- SK. 32. PG, 129 I"""'. sl o i, �IIA�CI'I UE - ME S# ET 102 S ° TTS 2' m PIPE ,<rT3v t 88.±4'1 i-i,2t CTR. moi». '8 r ••" U -1. i PER PIN. SQ. STM P m tx - - FOR MT M DRAM CONTMUATION � � °° 47 STORM DRAIN CURS GUTTER "�LINE ACROSS S7REr7 H ROAD vL AX8 T Su - s.�.• w - - _ ----- - _ U %o To £xrsnNc SUMPYA ' T'•." i i f I =7:- W�------...�. w fir■ �. �.� �V V ®� �� �� s ii$�ii dE?S' • s's.y"y{ 278.48--.�.•` I -.� N8T21`53`bY - _ 264..76' _. ,°, _ .- .`.� ® iY VYkXE.R Vt I 1 -.�- EY. Al Ex. 'NO OU1 DUN5477 sr s' p' Hi STJ SP"S _ I } 1 e t 1 2 e I I 1 EX. 'R@ 1 @kAi NG' ('! SIGN �• 1 I ►N 1 , ii------------ II -- UT—i.0 --------- - -j---� III( +/ • PAELECTRIC 12' Y RIWAY PER RAY AVSTALL 24 Lf. L JJ o !9 et)"••"^.., ? + / 1Y' WIDE PACFIC GAS 2230-27-0787 GATED AUGUST 22, 1972 .44 N`60 - /If y­' T -LO 1 e..:"p s� a r IE J* 3.17 ACRES • ��; `°"•5r3.� �».=K.� `Si ,�„� � o � J..r_. r � y' S �' ' r �''s. .4q�:.��::, . 3' WA7ER LA'Ilf IV aE AVSTAILED 70 THE WtWa Lc � 72 MSTAIl -WATTS 223,2 ' P1 ?E R y lld y'' . T No 610 4 -PHASE VALVE NSWBMWM lapllTRACT(M? TO VFTDlF1' 50, PG. 53 AV%Y.11nING PANVSTALLAVG SpR35 B' I 7. 5 ACRE 8 1% PRESSURE REWOW VALVE TD A&W MAT ` A PROPER PREOW REDUM VALVE 6 USM. '�„ � 5 .. . mak, � s• L!.�� � <�_ M "i \ 'a .. Sa' i. _,\, AT * - .•e `h 't' 2'xx',nx7'a - 4'.. Ys w t V.O. �J 0�` T -L 0 OR Cb 10� - g a 4. v vraFeK�"- i d 1 w?zj A. rFt 4 5 � s E' w 41�. �a`I�:• Ifi ��•' - t xltu wEE J .I•: :S 4 ti Z) 1311 i P= � W _.: �VSTALL+ s 5 L.F. 4 SS, `0 2x .#3.44 4"C. %S"�.33'ar >,..,..°....;�'..« ®.. ® _, ®- „ •- _ _ .. - - 3 T9'S3'Tf' R,,„�.92.00' L�R8.73° h7 C.O. ``.,� 335,47 d v � S — _ - � _ -----•fir-- �a- _® '� � n I ' INSTALL 4' LATERA! I ACPfilile'` $ $ �_ ` �I f fi # � E ` i fl 3 IE r&s ° {! r PHUT LTJ/ AFQ�� JF C. IV04 F c� cn 4TT ti No. 07259$ (Y iLl Exp. 6-30-10 3r CIVIL �Q gTF OF CALF DATE: I NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED I BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. LEM -� EXISTING POWER POLE EXISTING DOWNGUY EXISTING ELECTRICAL METER EXISTING PACIFIC BEL- MANHOLE i_31 EXISTING -CABLE TV Box 4 EXISTING GUARD POST EXISTING WATER VALVE EXISTING WHARF HYDRANT EXISTING STREET TRAFFIC SIGN - EXISTING STREET NAME SIGN i-=�g EXISTING EQUILON PIPELINE MARKER �g EXISTING PPS PIPELINE MARKER L PACIFIC PIPELINE SYSTEMS EXISTING EDGE OF PAVEMENT EXISTING WATER UNE - EXISTING OVERHEAD ELECTRICAL LINE EXISTING JOINT UTIUTY TRENCH EXISTING GAS UNE EXISTING 6- CHAIN LINK FENCE --s----s PROPOSED SEWER UNE -- D PROPOSED STORM DRAIN UNE PROPOSED WATER UNE ca s, i 56t7.iTTO' \\� 'a+ . I '.-f'X. ORPh.'A`AY r y Ir _^trn�!>ti 81l_ t e� 66 € 6:7 66 69s TRACT No> 610 m PHASE 3 'K 13:x. 50, PG. 53 € € RE IDENTIAL I 1 EZEY,�34210 4 w, 'ti"VC? . I70! 14' SI<RVAG+E WN 3' WATER AIEIE i ASSE &Y AER caa t S7U V-9 W/4 BY-PASS AAV FMCO MODEL 880 RP L WCE T-1.0 r AVSTALL 4' WATFR mm Asmay PER CQB• SID. w-9 W1 FEBL1t MODEL 860 RD XWCE SEF LAAV9a4PE PLANS #'�r RN � � € � ; �6'0 FAR C0W7MVA1IAK i I HOT TAPS BY C-341 ,SEDI I F_ N/11 C MACTOR (IS�IKs' STAB SIEa 1I i I 40 T�AFPI/NyGy�S�LEjE}V/Ey�A/Ty� y Vi �I nANS 1 f l i a° E PACIFIC GAS CTRIC I FOR CLT 7XW 10 P/ .t�8 t }'. F I 2 0 7-0787RIGH7 DATED Y ST 22 i 2 ! I 4 I .1 I F E II 3 t R --25.w 1 f tE I iQX I-- i I I 1 I _.._1 I 1 if r-_-_; _ __ p I FIRE STATION k f II} t ( I 1 � i � '°" � I • € I ' it 01 t i i J� t I I I }j TEMPORARY TURN -AROUND EASE T R I I PER TR. H1M-PH 3, M. 810. . 53 ----------- €ti t i 1 P Iz q4S ft-2o.tT2" I I Lr_f E. L Yd'--^--•-••---" .,I 9S � I i f 1 •' I . i+$$'p9'43"iV i Lek— I 3t&s7' °LST 6 _ .3 54.23' I j 1 1 1 1 I SCALE: 1 " = 40' 40 20 0 40 80 Nvain; ml Sol NO. REVISION DATE THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPJED.DISCLOSIED TD -OTHERS OR LE M -IN CONNECTION WITH _ CHECKED BY MCN/RTS DATE February 26, 2010 WORK ORiJR0J"W4M4ER THAN THE SPSCIFJCT'iRQWSCT' JOB NUMBER 1307526 SHEET: 19 of 49 UT -1.01 FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DFSM GROUP. CONTACT VISUAL WITH 8 THESE DRAW WGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation waw® u j W�QQ 0 C13 =X3 _(1) LL 0 r iii cc, tl7 cu -a�CO V Q Cl E SCDV •05 J ®4-0Cc� 0 E MCIfila LL. Im C N COCD M W Lrs " c� S r; U Q Q Y� a 0 0 D 0 W u 0 H uj NO. REVISION DATE PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 _ CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET: 19 of 49 UT -1.01 T-1.02 CHRISTY V-64 DRAIN BOX USEAL B9y OR Ir ExrFNsaN AS NECESSARY ��Jv CHRISTY v84 -71C GRATE -8" THICK CLASS 'B' CONCRETE BASE, 3" WIDER THAN CATCH BASIN, WiTH CATCH BASIN WET -SET Y INTO BASE. CHR/STY V-64 CA TCH BASiN MOIEN OfALL cam OF Or Ault Mu" A1.CAST A'9POIMYO NNNRMrt tecllore CMM+. NC Amur 14 AID AHRTB OF VAN ML Sum OOIMMMA= N ACCOOAMW OM IME PROIMO MI &V& OF Atli 01 CURRENT INMO .AONIS DOLL E ALM MM MOWA AMD MOULY wwMaE DO IUM® OR M/'® CN mm IIF AM� AVM SI7tWY &" OG RIDS • fir r ar•-arMrat r' aa<rN aaoms x. MI SMW 0" 71' C MHMEW ORLA% or R10L at MOR>/Mt LAM COUP 'SO MINI 34" OW AMOK® BE RIP An OG7Udr .IOMns Or NM' wO ALMMA �. SBCIOM OWL Mr SEAM BY A IAOff- t M OR APPROM® 6XIAL TV A MUM NLY.WMAMM ATASO@ Art OWL ME CAMMINCIED IMM N1l7 mm N OI[ OF lE roltOYN AW/OeL L AVAPOW CXPU LLT re1A-=" BA *fl3M RUC QAOO<T 8ft OMNA= Arm MIAM ME N" S ANDMOL AMM OR SAW. O -OW Oe #ACEI NOMW DOW® WAD MM1 Ndf OVA. A $1005M ALMNMNES OM QOMONMOM PAI AMM BASRIMnW M41s AUDI NIG tlAffi A' { Ni0 M,WpF or= QOM�E SIMM mom A ALVVNM MGIC P.00 AM AOT 74Nr r -R r PO U1 r/lL PAO AN ' AO RLVE PLACE 21101at PLAN AA4 otHBe am-, �i ii .,U 1 W i MIAMI fiM NAME I s OTMO SEE OETAL "A"_ 23W KWACM MAw !Ow 1w w 1tw y MM` i -9w��� OETAL "A 2tw lit11118lL,JI ALL FRANCS AND COVERS SHALL E DRAT CAST DON. FREE FROM IMRP% KNACKS. NGIES AND SEO710N A -A CODI AND SMALL NAVE A WDa1lMALatE NIMH CASUM SMALL tP , PCOORM TO W - GPR ASL IM w IMMMI.'M'O'A OFa10NA110N ASIIkAAO(IMhiMM MALlpti. CLAffi ND. 30L ALL FRAMES AND ODIENS SHALL E 1E3IE0 FOR ACCURACY OF AT AND SMALL. SE MARKED N SETS POOR W OSI A A 1H! SEAR OF MAILS AND SEAFORD FACES OF THE COMM SMALL BE MACl7Ma FOR A SIIOCTN NON-ROCONO RT OETIM 19 TWO CASINM CASINOS SHALL BE INOMPOCY CLEARED AND OPPED TOLE O A QIMCL-OR`MN% JET -SUM ASPHALAC COMPOUND TO PROVIDE A PNOIEMM OOATA& 71E rwLE OF WMNFACRUIN COMPANY SMALL BE ON THE 1w Hw fa°"moo iMNI6N aoE.aF THE oOlAf7L MANHOLE FWAIF SHALL EJOI NOT ten lMN 120 POUNDS OR MORE NOT MANHOLE LESS MAN O12D POUNDS OR POUNDS. 250 THIN Oto POUNDSALL . MANHOLE COMM SMALL HAMS A OOF-O MUCO CRO PICK HOLE OF SOME TTPB MAN14OLE FRAME & COVER UT -1.02 C.O.B. STANDARD S-8 j #3 BAR - CHRISTY V-12 DRAIN BOX OR EVAL USE 6 OR Ir b i AS NECESSARY. AS SECTION CHRISTY V12 -71W -,GRATE 3 OUTLET STRUCTURE 8' THICK CLASS 'B' CONCRETE T-1.02 BASE, 3' WIDER THAN CATCH BASIN, STD. S-9 WITH CATCH BASIN WET -SET c� 2' INTO BASE. MOIEN OfALL cam OF Or Ault Mu" A1.CAST A'9POIMYO NNNRMrt tecllore CMM+. NC Amur 14 AID AHRTB OF VAN ML Sum OOIMMMA= N ACCOOAMW OM IME PROIMO MI &V& OF Atli 01 CURRENT INMO .AONIS DOLL E ALM MM MOWA AMD MOULY wwMaE DO IUM® OR M/'® CN mm IIF AM� AVM SI7tWY &" OG RIDS • fir r ar•-arMrat r' aa<rN aaoms x. MI SMW 0" 71' C MHMEW ORLA% or R10L at MOR>/Mt LAM COUP 'SO MINI 34" OW AMOK® BE RIP An OG7Udr .IOMns Or NM' wO ALMMA �. SBCIOM OWL Mr SEAM BY A IAOff- t M OR APPROM® 6XIAL TV A MUM NLY.WMAMM ATASO@ Art OWL ME CAMMINCIED IMM N1l7 mm N OI[ OF lE roltOYN AW/OeL L AVAPOW CXPU LLT re1A-=" BA *fl3M RUC QAOO<T 8ft OMNA= Arm MIAM ME N" S ANDMOL AMM OR SAW. O -OW Oe #ACEI NOMW DOW® WAD MM1 Ndf OVA. A $1005M ALMNMNES OM QOMONMOM PAI AMM BASRIMnW M41s AUDI NIG tlAffi A' { Ni0 M,WpF or= QOM�E SIMM mom A ALVVNM MGIC P.00 AM AOT 74Nr r -R r PO U1 r/lL PAO AN ' AO RLVE PLACE 21101at PLAN AA4 otHBe am-, �i ii .,U 1 W i MIAMI fiM NAME I s OTMO SEE OETAL "A"_ 23W KWACM MAw !Ow 1w w 1tw y MM` i -9w��� OETAL "A 2tw lit11118lL,JI ALL FRANCS AND COVERS SHALL E DRAT CAST DON. FREE FROM IMRP% KNACKS. NGIES AND SEO710N A -A CODI AND SMALL NAVE A WDa1lMALatE NIMH CASUM SMALL tP , PCOORM TO W - GPR ASL IM w IMMMI.'M'O'A OFa10NA110N ASIIkAAO(IMhiMM MALlpti. CLAffi ND. 30L ALL FRAMES AND ODIENS SHALL E 1E3IE0 FOR ACCURACY OF AT AND SMALL. SE MARKED N SETS POOR W OSI A A 1H! SEAR OF MAILS AND SEAFORD FACES OF THE COMM SMALL BE MACl7Ma FOR A SIIOCTN NON-ROCONO RT OETIM 19 TWO CASINM CASINOS SHALL BE INOMPOCY CLEARED AND OPPED TOLE O A QIMCL-OR`MN% JET -SUM ASPHALAC COMPOUND TO PROVIDE A PNOIEMM OOATA& 71E rwLE OF WMNFACRUIN COMPANY SMALL BE ON THE 1w Hw fa°"moo iMNI6N aoE.aF THE oOlAf7L MANHOLE FWAIF SHALL EJOI NOT ten lMN 120 POUNDS OR MORE NOT MANHOLE LESS MAN O12D POUNDS OR POUNDS. 250 THIN Oto POUNDSALL . MANHOLE COMM SMALL HAMS A OOF-O MUCO CRO PICK HOLE OF SOME TTPB MAN14OLE FRAME & COVER UT -1.02 C.O.B. STANDARD S-8 j #3 BAR - 12" O.C. E/W b i PLAN SECTION y 3 OUTLET STRUCTURE co T-1.02 A S PER C.O.B. STD. S-9 CT3 c� CL .LU DATE February 26, 2010 CAD FILE 07066GPOB.d g 19� f- W r Pw-owv CD 4- C/a/,,W1 CAP N f6- SAUARE x 4 -OP. Z 0 J � e CL 9 W w L 0 �p s i oL C � c O W ,r tin E f . 'ME ARECASI' MY NU COM? c:z 0 a L .s- U- 0 • c DoE PREwr CRY wu uvw " IMPJn x 3/40 fi= fU �- t!1 0 CL J M Li L F' OF 3/4'0 III= til i a CLEANOUTD P -GRASS �J�L PRE -CAST CONCRETE FERRULE AND PLUG BOX BROOKS PRODUCTS NO. 5HL WiTH COVER NO. 3T IN TRAFFIC AREA CLEAN OUT RISER (8- MAX.) SOIL OR WASTE UNE 5 -CLEANOUT M GRADE t1.02 w 1 8& 5. 5f f i 1 x i t 2iT0MR9Im 3'aG TTP. W1H/ Y �Y Ix/214W-S REAOED iMTH 1/2' 2x2Nt/8' nrtinuf II .un C TOP FRAME NOTE ALL COMPONENTS SHALL BE STAN ESS STEEL -POWDER COATED FINISH IT L 5/B' TV r8,' SECON - STEEL GRATE U T -1.O2 NOT TO SCALE BARS ARS NEW GRATING TO BE STAINLESS STEEL POWDER COATED 09 2 COATS OF � THOROSEAL-GRAY 12" OUTLET TO INLET PIPE STORM DRAIN #4•ifat EW CENTERED -- NFLANGE O LEAK p� p� FTNlsfi BDTfOM�O DECK DRAIN 9 WET PLAY DECK OUTLET UT -1.02 NOT TO SCALE O - LL! b i M U. y L co o.JQ-�e �! LO CT3 c� -H GG UT 1.� 10 T-1.02 L VARIES 0'-0.1' ON NOT ro scA1F IN TRENCH DETAIL CHRISTY U21 CATCHBASIN WITH CHRISTY H2O HEAVY DUTY WELDED STEEL GRATE, OR APPROVED EQUAL. GRATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. 2w 6. tY 2' , 1 6- V CONSTRUCT CONCRETE APRON ALL AROUND CATCH BASIN IN PAVED AREAS ONLY NON -COHESIVE BACKFILL, S- �- COMPACTED TO 90X, CLASS B CONCRETE CONTINUOUS RUBBER WATERSTOP (TYI (11 U21 CATCH BASIN U:T:-1.02 Ij ti I ryl V18" 0 ¢j ENS nNG IMPROWtN12 � R 1! 0A / I LANDSCAPING DAMAGED BY BORE PIr OR BORING PROCESS SHALL BE I REPAIRED OR REPLACED BY n!E ___ _ w_ _ . �•.'i CONTRACTOR TO THE CONDInON jt t '------ PRIOR TO DAMAGE OCCURINC 8 P ® 126 - 2 i P3PE s,TAG RC . ♦♦ �liP 0810 F'M CTR SEC. 19, -1-14 rJ -L 1�I (� AER P.M Na. $7J5. P.M. 8K. j37. �I E STORM DRAIN LAVE ACROSS STRErr T- 1. TO EXISTING SUMP 1 l ExPT { 1 T- ,�-EX WATER sox . C&E V. -4 - .. 14" , ITR a /` r �N-�4-- .,, MIIIIIIII--�- V-��-IIIIIMIII---fIIIIffIII�--IIIIIIIIII�- ..-�-/�'q DEWE � SACK FE.A w1 , 1 I�f/ LS / IX;a :S?t uta P3 wx ON CxMVC I'D y 1 jj =1 cA -F -- LX. AT&T 4 i �I I ON fxr1C. PAD Ex ST�B uP•s s MATCH LINE - SEE SLEET UT -101 FOR STC%mll DRAM CONTMATION �• � I 1 i I 1 I /� �------------ f f4' UM PACIFIC GAS At ELECTRIC -- -� COARIGHT-T-WAY PER RW 4220-27 -0787 DATED AUGUST 42, 14J30-272. STORM DRAIN CONTINUATION lam N= 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2- PVC PIPE (MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDI PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED INJURIOUS DEFECTS. IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS- USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS MALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS I MATERIALS WILL BE CONSIDERED SUITABLE IN THE STREET RIGHT--OF-WAY. 3. SYSTEM TESTING A PRESSURE TEST SHAD_ BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH WITH THE CITY ON BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 4. WYE FITTINGS SHALL BE INJECTiN MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTINS. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 6. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION. 7. UNDERGROUND SERVICE ALERT (USA) MALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE i-800-642-2444. 8. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IIF REDESIGN OF THE AUGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE ON EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A U11UTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLY RESPONSIBLE FOR ITS REPAIR. 9. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TiES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES MALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIM TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. NAM NOM 1. ALL WATER LINE INSTALLATIONS SHALL COMPLY WITH THE STANDARDS FOR DOMESTIC WATER SYSTEMS, CITY ON BAKERSFIELD, LATEST REVISIONS. 2. ALL WATER LINES SHALL BE DISINFECTED AND TESTED ACCORDING TO THE CITY OF BAKERSFIELD STANDARDS. 3. ALL BACKFLOW DEVICES SHALL BE APPROVED BY THE KERN COUNTY HEALTH DEPARTMENT. 4. WATER METERS SHALL BE SUPPLIED BY THE CITY OF BAKERSFIELD. k A MCINTOSH i/ RIMS Y i LAND SURVEYING • CIVIL ENGINEERING 02010 _ 2001 Wheelan Court Bakersfield, California 93309 #07-066 (661) 834-4814 �Q egpl ESSlpiy� C. NOF F o. C72598 Exp. 6-30-10 s� cl o, �P OF CAO� DATE: 2�J / t1 SCALE: 1 " = 40' 40 20 O 40 80 7777-1 NOT ALL UNDERGROUND UTILITIES ON FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR iNFORMAITON OBTAINED FROM OUTSIDE SOURCES. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT N WAYS, PROPERTY LINES OR ANY OTHER INFORMATiN PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. EXISTING POWER POLE EXISTING DOWNGUY EXISTING ELECTRICAL METER EXISTING PACIFIC BELL MANHOLE EXISTING CABLE TV BOX EXISTING GUARD POST EXISTING WATER VALVE EXISTING WHARF HYDRANT EXISTING STREET TRAFFIC SIGN EXISTING STREET NAME SIGN EXISTING EQUILN PIPELINE MARKER EXISTING PPS PIPELINE MARKER PACIFIC PIPELINE SYSTEMS EXISTING EDGE OF PAVEMENT EXISTING WATER UNE EXISTING OVERHEAD ELECTRICAL LINE EXISTING JOINT UTILITY TRENCH EXISTING GAS LINE EXISTING 6' CHAIN LINK FENCE PROPOSED SEWER UNE PROPOSED STORM DRAIN UNE PROPOSED WATER UNE CUP 08-0558 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THEREOF SHALL BEfd7PJED,_DI1SCLOSE.a `E-TODTHERS OBLSEDIN3ANNr-CTION MT+I ANY-WORX ORPROJSCT4 MJER TJIFW THE SPF••CIFJC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISI AL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTnum CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONIS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation cl Waw - N W�<< i - LL! (D© C M U. y L co o.JQ-�e �! LO CT3 c� CL 1 DATE February 26, 2010 NO. REVISION Ax y CL •� p �! O 1 c� W 1 DATE February 26, 2010 CAD FILE 07066GPOB.d g ' E 1 K� ` W _W CD it Z 0 J A ' W e CL 9 W w L 0 �p s i oL C � c O W ,r tin E c,M - c:z 0 a L .s- U- 0 • c M L �- t!1 0 CL J M Li L U i a NO. REVISION Ax CL p �! O c� W O DATE February 26, 2010 CAD FILE 07066GPOB.d g JOB NUMBER 1307526 W 1L z W it Z 0 J W w 0 NO. REVISION DATE PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GPOB.d g JOB NUMBER 1307526 SHEET: 20 of 49 UT -1.02 McINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 (661) 834-4814 CONTACT: MIKE tgn CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 (661) 326-3586 CONTACT: NICK FIDLER SOL SOILS ENGINEERING, INC. 44DO YEAGER WAY -BAKERSFIELII, CA -93309 (661) 831-5100 CONTACT: TONY FRANGIE __w -_.r A m1'BFO. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND QUIET MEADOW DRIVE. ELEVATION = 349.78' (PER TRACT NO. 6104 -PH 3 MONUMENT ELEVATION MAP) BASA OF FARM ALL BEARINGS AND DISTANCES SHOWN ON THIS TOPO SURVEY, UNLESS OTHERWISE INDICATED, ARE RECORD, OR CALCULATED FROM RECORD, PER TRACT NO. 6104 -PH 3, AS FILED IN BOOK 50 OF MAPS AT PAGE 53 IN THE KERN COUNTY RECORDERS OFFICE. 0 t=la®t Ulasem -LOTS 72 AND 73 SOF MCT 140. 51.04 P14ASE A IN THE .CITY 1F BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED AUGUST 5, 2003 IN BOOK 50, PAGE 53 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. mm NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY Cr EXISTING POWER POLE al EXISTING PPS PIPELINE MARKER f t41` cn 5 OBTAINED FROM OUTSIDE SOURCES. E-- EXISTING DOWNGUY PPS PACIFIC PIPELINE SYSTEMS THE SURVEYOR -ASSUMES -NO iRESPONSfBIL1TY f9R -EASEMENTS, 10 EXISTING a ECTRICAL METER D OF PAVEMENT RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION N1 48.45 G I PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO 0 I — — W EXISTING WATER UNE TITLE REPORT WAS PROVIDED FOR THIS SURVEY. l--� 52 EXISTING CABLE TV BOX - - E -- -®EXISTING OVERHEAD ELECTRICAL. UNE TOTAL SITE AREA: 8.54 ACM 0 EXISTING GUARD POST u EXISTING JOINT UTILITY TRENCH m buj — -- c EXISTING GAS LINE SHEET GR -1.01 - GRADING PLAN - NORTH EXISTING WHARF HYDRANT x - EXISTING 6' CHAIN LINK FENCE -SHEET T 1.02 - "GRADIN PIAN - SOUTH R26 A m1'BFO. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND QUIET MEADOW DRIVE. ELEVATION = 349.78' (PER TRACT NO. 6104 -PH 3 MONUMENT ELEVATION MAP) BASA OF FARM ALL BEARINGS AND DISTANCES SHOWN ON THIS TOPO SURVEY, UNLESS OTHERWISE INDICATED, ARE RECORD, OR CALCULATED FROM RECORD, PER TRACT NO. 6104 -PH 3, AS FILED IN BOOK 50 OF MAPS AT PAGE 53 IN THE KERN COUNTY RECORDERS OFFICE. 0 t=la®t Ulasem -LOTS 72 AND 73 SOF MCT 140. 51.04 P14ASE A IN THE .CITY 1F BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED AUGUST 5, 2003 IN BOOK 50, PAGE 53 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. mm NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY Cr EXISTING POWER POLE al EXISTING PPS PIPELINE MARKER FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION cn 5 OBTAINED FROM OUTSIDE SOURCES. E-- EXISTING DOWNGUY PPS PACIFIC PIPELINE SYSTEMS THE SURVEYOR -ASSUMES -NO iRESPONSfBIL1TY f9R -EASEMENTS, 10 EXISTING a ECTRICAL METER D OF PAVEMENT RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION ARRISROA 0: PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO 0 EXISTING PACIFIC BELL MANHOLE — — W EXISTING WATER UNE TITLE REPORT WAS PROVIDED FOR THIS SURVEY. l--� 52 EXISTING CABLE TV BOX - - E -- -®EXISTING OVERHEAD ELECTRICAL. UNE TOTAL SITE AREA: 8.54 ACM 0 EXISTING GUARD POST u EXISTING JOINT UTILITY TRENCH m EXISTING WATER VALVE — -- c EXISTING GAS LINE SHEET GR -1.01 - GRADING PLAN - NORTH EXISTING WHARF HYDRANT x - EXISTING 6' CHAIN LINK FENCE -SHEET T 1.02 - "GRADIN PIAN - SOUTH R26 SHEET GR -1.03 - GRADING PLAN DETAILS _jL_ EXISTING STREET TRAFFIC SIGN EXISTING GROUND ELEVATION SHEET UT -1.01 - UTILITY PLAN SHEET UT -1.02 - UTILITY PLAN DETAILS EXISTING STREET NAME SIGN EXISTING GROUND CONTOUR SHEET HC -1.01 - PARK HORIZONTAL CONTROL PLAN EXISTING EQUILON PIPELINE MARKER PROPOSED SEWER LINE s - - o PROPOSED STORM DRAIN LINE — w PROPOSED WATER UNE HARRIS ROAD / AND 4SIDEWALK TYP. SS 6 TRACT No. 6104 - PHASE S IM. BK. 50, PG. 53 E ID TIAL - -- 1N --- ,SCALE: 1 " = 30' 30 15 O 30 60 N13E100�6-\\ .7fi TU '° E 2" I7SnUTY STUB UR N1325.52 1 m DATE: , ROESSI C. NpF� F c. No. C72598 Exp. 6-30-10 ST clvl�_ �P 9TF QF CALF 2.12`1110 0 REVISION DATE cn 5 a � PACRECO I CHECKED BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GP08.dwg m D ARRISROA 0: l--� PANAMA LANE PROJECT Gid S1 TE--,-* VICINITY MAP MATCH LIVE - SEE SHEET HC -1.02 NO SCALE z FOR STORM DRAIN CONTINUATION ., a„t i ; z , — T --- J!! f aa�l-.-♦11- '7-1•II��iE'o 7� . mill MVI fla" � a, 1 '3 N1755.23' 104 pn �1I I n / / N174 I z I- ------------ I I N16 9.70 11 4 •i I ;� I I 12' "DE PACIFIC GAS &ELECTRIC COMPANY RIGHT-OF-WAY PER RW / 2230-27-0787 DATED AUGUST 22, I,t 1972. 1 / If I 1.68.92-- o lil i / I? I / I 109406 / Ifi I\I I 166 I_92 eyG N1668.75 / / �yh 11 . / / 35 ,;Rpt I I M N1350.50N 1 ¢ I N1353.86 1 N1366.70 N 11 1 IETf7�� � T " N1348 66 11 4.41 -N1351:08 N1347.94 � —,.----_._ --- _ _. N1345.8 " 1 x } I 1 N1315.04L 7- ,1 1 1 1 q 1� EL 11 H ., ! I r1 MATCH LIVE - SEE SHEET HC_"�. l i I _ t _ CUP 08-D558 i THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED,no LD.fm 7OOTHERS OR LISED IN CONNECTION WITH ANYAAJ0RIK0R4aROJECTA774HR TITAN T44ESP6C; WICFROJGGT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATK)NS SHALL CONSTITUTE CONCLLISNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation wa (D® w -LL _ M V) wY<Q S U Q®x� mgLa- L^D UH V (� IL �® SL C) E J 0 o W H it vi _S C C4 Q a ® P ® v'i o .> Cl) C ma cl) 4-J L0 Go _ no w 5 woo Ma- Z_ U E U Q z� "� a CL o __jO O Z _ ® w 0 U 0 z �z M Z o 0 � N w 0 O � NO. REVISION DATE PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GP08.dwg JOB NUMBIER 1307526 SHEET: 21 of 49 HC -1.0 1 66 i _ 295.59' _ N89'09'43"W - _ i OUIEi BkEdZE LANE N134 .16 # N1353.10 N1347.59�r N135 .99 I f ; 1 ,-EX. DRIVEWAY TT?. 1 f i. E7 € 68619 f TRACT No. 5104 - PHASE 3 �M. BK. 50, PG. 53 RESP NTI'L f f Oila } c'} i P BLANK CONDWT ' j } it t(o O C �d ?� z -HARRIS ROADz z 54.23' t PjPE -"TAG R.C. 6640 FOR C a. SEC, i3,0,/ ' PER P.M_ N. 8775, P_M. E?K. P7, PG. 47 t a> o z} i X. P=vxE VAULT-,€€ # # ? ? I 12' TER t9 ''r �wr w w wwww w w �wwt w•- www waw . ' miw wmm w w - E, U , i ! w w �� �, -''�! � w www ■ I MATCH LINE - SEE SHEET HC - #EFS _ _ I LS I I f i "X. a" tC � N1755.2§1 "� T ## I } 04 X117 z STORM DRAIN CONTINUATION 12' EX. PG&E VAULT WATER BOX EX. MRIG. BACK FLOW DEWE ON CONC, PAD EX. 1RRIG. CONTROL BOX ON CONQ PAD EX. ELEC. CAaNET ON CNC- PACK 70 �_-- N1325.52 \ f :v 1 059.99 '���� �www�ww wwwwwww 413 `55 Z 1 N1308.08 .4 - �z rn N1297.58 I { NE 3.09'43`W # ' `7 .,. ;.„,. ,. ,r s e L € I € 52 3 P. m t---`- R-25,006 N1212.09 tj1 1 062.68 pipg I N1332 19 `--tUps. 01 _N1332.92- -- -- - _ ,d. ..�.�� d-.17 N1351.08 N134T94 w._. .... s Ll - ��� 7 I N1315.04., -MATI c , ' I CH L - SSE SHEET t�C 1.31 11 r < `r 12'WIE PACIFIC GAS LECTRIC ' COMP Y RIGHT-OF-WAY ER RW f 22307-0787 DATEDGUST 22, [ 1472. d i1j s - f x,, JI I . - I N1168.16 r 4 f "; , < ` i su t N1149.47 i i 1054.50 138.46 z _ F i I I I 8" SEWER } 318.47' 1 1 _ < _ I I MO 54.23' U WIVE T0I I J � ��tom@ ? � I 54 55 I 55 I TRACT f t�, 104 - PHASE 3 M. BK. 5d, PG, 53 RESIDENTIAL f I I , I I � � SCALE: 1 " = 30' 30 15 0 30 6{ -0- EXISTING POWER POLE X29 EXISTING PPS PIPELINE MARKER N1095.20 EXISTING DOWNGJY I" I � EXISTING ELECTRICAL METER.__.,_..�___k<°..____ EXISTING EDGE OF PAVEMENT S EXISTING PACIFIC BELL MANHOLE -- - --- - EXISTING WATER UNE 1 w TEMPORARY TURN -AROUND EASE T EXISTING OVERHEAD ELECTRICAL LINE + . PER TR6104-PH 3 M. BK. 5 G. 53� , . v b N107 99>; t - ' EXISTING GAS UNE 0 1Z 4 . ------------ #p, ------------------ # EXISTING STREET TRAFFIC SIGN i N1064.64 N1063.80 i '; ? + R-2D.DO° N1061.59 N1065.48 EXISTING GROUND CONTOUR ? L�31.41 11 S PROPOSED SEWER UNE T-20.00' - - o PROPOSED STORM DRAIN LINE o?OESS/o/v� - w PROPOSED WATER LINE DESIGN ELEVATION _ F i I I I 8" SEWER } 318.47' 1 1 _ < _ I I MO 54.23' U WIVE T0I I J � ��tom@ ? � I 54 55 I 55 I TRACT f t�, 104 - PHASE 3 M. BK. 5d, PG, 53 RESIDENTIAL f I I , I I � � SCALE: 1 " = 30' 30 15 0 30 6{ -0- EXISTING POWER POLE X29 EXISTING PPS PIPELINE MARKER -- EXISTING DOWNGJY I" PACIFIC PIPELINE SYSTEMS Z EXISTING ELECTRICAL METER.__.,_..�___k<°..____ EXISTING EDGE OF PAVEMENT S EXISTING PACIFIC BELL MANHOLE -- - --- - EXISTING WATER UNE # EXISTING CABLE TV BOX SHEET: 32 of 49 HC -1.02 EXISTING OVERHEAD ELECTRICAL LINE + EXISTING GUARD POST EXISTING JOINT UTILITY TRENCH EXISTING WATER VALVE t - ' EXISTING GAS UNE 0 EXISTING WHARF HYDRANT _,__...__.___.>: _____.___.____.. EXISTING 6{ CHAIN LINK FENCE EXISTING STREET TRAFFIC SIGN EXISTING GROUND ELEVATION + EXISTING STREET NAME SIGN __.I A EXISTING GROUND CONTOUR EXISTING EQUILON PIPELINE MARKER S PROPOSED SEWER UNE - - o PROPOSED STORM DRAIN LINE o?OESS/o/v� - w PROPOSED WATER LINE DESIGN ELEVATION No. C72598 Exp. 6-30-10 S'T C€V1t �P q OF CALNF DATE 2iZv//c' CUP 08-0558 NO. REVISION ti U � a a Z z U PROJECT DRAWN BY RRP/MCN W a DATE February 26, 2010 CAD FILE 07066GPO8.dwg � i SHEET: 32 of 49 HC -1.02 W t - ' NO. REVISION DATE PROJECT DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307525 SHEET: 32 of 49 HC -1.02 I EY. i°GW ',AULT,, F 8A f4 -J�! � =3 t 4 -W � • co IP z � Q CD Q W 00 s 3 Nb9YM•43'W ,�'� HGF IRIS ROAD!I 5° 3EAER # FO, CONC. MGK IN LAA. -H LF --/ , ..._.-. Tei.._-._�. _,. v,.. ...�...._,._ts- sEwER 54.W* MKS. i. -S 5365 PER T,- N. 4094, - - , , • i . M- BK- S2 P6. PE - • m I Vfi �eM SIG 1 W -10i � I � e a' RON RP= (-I 'Ac R i $C,' iZ:+R ,,,'B.C. sa 3 a FOR STORMt DRAIN CORMATION P PM. 3775. P.M ¢;7, PG, 47 �.•� _ '� b 8-"d 3 ROAD EX CURB 8 MUTER - F i f ANo �or:wrAfsC T�'A_ �� A A` fi�1E (�.N8727B3`w __.__' '----_w -�-- - ---- - - -. - -- - EX PG&_ YAULT _._;-_T-_, t ks7 zj - ^ " �t _ --- aim ■ ■.i� ■ . �I ■ i�Y� ■ ■ ■ �� ■ ■ ■ 64'R. i _ asa rs° �_ - _ " _ _ - -� - - - - a WATERW ! I f 48R. �, ..: 4 12 'R. ' UTSTt S" ;. _ - _ - - j w i 120. EX, AT& b % Ex. MA Ouwmv SIGN EX. 4' & 2-� �. sri9 vP5 R •�-Ex- `NO AtiNRtw SSGN 4'R. 124'R. ( # f L +� t ir LAI# i 4-1Cc t Z. tl; 1i tl LOT 73 t - _ -A - TRACT No. 6 404 - PHASE 3 I • a 1c r Y s 3 l t f 3.17 ACRES I' a �, 2R. zI I 2'R. OE i I 3 to N # 4'R 2'R. 1 2'R. # I - 'R. q'R 124R. 124R. t 213. 1 - 1 i V11 'R r• q �s a _ 69'R. 1 69'R. ` : , 3 . 8`R. i 5 �wva� � 70 R. �, I w89°04'4S'W aR3 Y9' t 3 I it �I l LANE ' EK DRIVEWAY YYP.--�.-_`•V t__ -- a'- - �s IN ! ' # 1 s l `'s i ' �$ } 67iii 68 i -�-- 70 ` 1 I # 69 i I j # TRACT o. 6104 _ PHASE 3 E'Eer, BK. 50, PG. 63 # I t ! RESIDEi-6AL. j An fA,y. m } 8. :. o ,R ! 1 I 1 11 f----- I 1 I , 12' WDE PACIFIC CAS k ELECTRIC COMPANY RIGHT-OF-WAY PER RW 2230-27-0787 DATED AUGUST 22 1972. 1 jjjjj 1 { 1 I , 1 1 , ' 1 1 I t 1 II 1 i ! I 1 ! I I II 3 I I 1 I 1 ! � I # I I iyy I I I 1 ( I 1 I 1 x. L iP+ F R ` R. LOT 72 RACT No, 6104 - PHASE M. BK. 60, P' . 53 bPv jr 7.26 ACRES am2'R. � , �. 1`.X -•jam: TM,y`' n ' .� �*� ,.-�_ R sJitNK Q 2'R. 3,R i 0- a � 4 i •ieuNK P1LE �t1p { s� 4 RM92.IIO' 0.09' e"+,t • l a I m 7-7 d I ! ��� I I I I �> �- } yY may-<� ���{�''•� i B llj 'v- MCINTOSH,-, u AlksSocwEstf LAND SURWMG • aw Emwcmc 0 2010 2001 Wheelan Court Bakersfield, California 93309 #07-066 (661) 834-4814 O QROFESS/p r r No. C72598 Exp. 6-30-10 T CIVtE �P sH � CAE DATE: NOT ALL UNDERGROUND UTILITIES OR FACIU11ES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. itLEGM i� I I EXISTING POWER POLE 1 1 - EXISTING DOWNGUY # ;E EXISTING ELECTRICAL METER # I I_ EXISTING PACIFIC BELL MANHOLE 1 1 ,i EXISTING CABLE TV BOX I I I EXISTING GUARD POST I ! I EXISTING WATER VALVE ;} EXISTING WHARF HYDRANT 1 � I e.m EXISTING STREET TRAFFIC SIGN ii ' EXISTING STREET NAME SIGN i; t EXISTING EQUILON -PIPELINE MARKER I, �E 1 C ]-1 EXISTING PPS PIPELINE MARKER I � � - • • .. . ■ 1� F . , PACIFIC PIPELINE SYSTEMS j S N EXISTING EDGE OF PAVEMENT 04 ! PEAK-_ . - ._ _ _. _ _ _ _ _ _ EXISTING WATER UNE I EXISTING OVERHEAD ELECTRICAL UNE 1 ce I ! Al EXISTING JOINT UTILITY TRENCH I _ ----- - ----1 -------- EXISTING GAS UNE -_____�_1 _ s_ _ EXISTING 6' CHAIN LINK FENCE '¢ y # 121 YOE PACIFIC GAS LECTRIC ' I PROPOSED SEWER LINE CG�IP,yTJY RIGHT-OF-wRY R Rw 7-o7s7 oATm sr n. 19 2. 1 I ---D PROPOSED STORM DRAIN UNE 19 2. •+1 I fl ?f l �s"s. l L 1 t ' FIRE STATION 1 i 4'� � �y 1 � • L�d�; 1 tl t 1 t�� I 1 I 1 I i 1 I J til 1 / y - --'' I -------- �-------- `x I ' M I # 61 R. PER TR. TURN -3. M. EI EASE T y i l - PER iR. 8104 -PN 3. M. BK. 5 G. 53 I , ------ tl I T -2v.00` I , a>•a�sGD'6O" 1 r I I I I -'rya 254.79' t� ( w I � ! I I I I 1 1 1 # �I 1 I THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAH. REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL COPIED. OWN 0SED TD.DTNERS-ORIJSED IN CONNECTION WJ'. H ANY *QRKoR4IROJB=07HI@R THAN THE SPEGMC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE V UTTEH CONSENT OF FIRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GRCUM RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W a � =3 o -W � • co IP y � Q CD Q W 00 CHECKED BY MCN/RTS DATE February 26, 2010 LU O E WCal • W L `,� V Uj• - co) 0 0 W LF) T- m M v a. E O � NO. REMSION DATE C • • 0 • 00 CHECKED BY MCN/RTS DATE February 26, 2010 LU 1 E • • Uj• 0 Mo CL E O � H N � CO c� CN Ck 3 C o c Q N � Csi r All II✓ -E a NO. REMSION DATE C • • • 00 CHECKED BY MCN/RTS DATE February 26, 2010 LU 1 SHEET: 23 of 49 HC -1.03 • • Uj• NO. REMSION DATE PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET: 23 of 49 HC -1.03 { i !i i j # SEE GRADING PLANS FOR FINISH SURFACE 8x8x16 SPLIT -FACE CMU BLOCK. I V IN TURF -w A � - - PLAY STRUCTURE1 j - FOOTING PER MANUFACTURER'S INSTRUCTIONS. zi z'1= d a aijs ?sil 4 a I,=I It 44 -Al1H 4, 111 -r i- --f - PC CONCRETE FOOTING ! ! i I_�i^'! j E---! I I_' _ (D RETAINING WALL AT PLAYGROUND SCALE: 3/4"=1'-0" PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH 1/2"R, TYP. 1" IN TURF DOUBLE -WASHED 2" IN SHRUB AREA PLASTER SAND r)d a- • I i - Is --,i, 1 ml 4.a- A (2) #4 REBAR, CONT, HORIZ v f NATIVE SOIL @ 90% GEOTEXTILE 12" COMPACTION FABRIC NOTES: A. LOCATE JOINT W/ 1/4" EXPANSION FOAM AT BEGINNING AND END OF CURVES, AND AT 60' CENTERS ELSEWHERE. B. ALL AREAS TO RECEIVE CONCRETE SHALL BE COMPACTED TO 900/0 RELATIVE DENSITY FOR A DEPTH OF 6" OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR. J CURB - TYPE 2 SCALE:1"=1'-0" JOIN CUSHIONED FLOORING SURFACE FLUSH WITH ADJACENT SURFACE INTERIOR OF ENCLOSURE EXTERIOR OF ENCLOSURE GALV. CHAIN LINK -,r 0" /;, I-= NOTES: SECURITY COVER. J A. A. TOP OF STEPPED FOOTING SHALL BE A MINIMUM OF ONE BLOCK SEE NOTE A. ; ±:f 'o co HEIGHT BELOW FINISHED GRADE. w EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO INSTALL SUFFICIENT LAYER OF COMBINED RELATIVE COMPACTION ON CMU AS SHOWN. 3" BASE COURSE OF CUSHIONED Q z m B. COORDINATE CONNECTION TO PLAYGROUND BRIDGE WITH PLAY jl•—;- it PLAY STRUCTURE BRIDGE. INSTALLATION ! ! ; i EQUIPMENT MANUFACTURER TO ENSURE: COLORED WEARING COURSEz PER MANUFACTURER'S INSTRUCTION. j it ; I i j I (� ; f F j } B.A. PATH OF TRAVEL IS ADA ACCESSIBLE. B.B. THRESHOLD TRANSITION IS SMOOTH AND FLUSH WITH OF CUSHIONED SEAMLESS p #5 @ 24" O.C., HORIZONTAL FLOORING SYSTEM 71 D U)O ADJACENT CONCRETE SURFACE. BOND BEAM @ EVERY COORDINATE WITH PLAY STRUCTURE O B.C. POST FOOTINGS DO NOT INTERFERE WITH WALL FOOTINGS I MANUFACTURER TO PROVIDE SMOOTH, ! { I I INTERIOR SIDE OF CMU 11 ; FLUSH THRESHOLD TRANSITION FROM O it it W CONCRETE PATH TO BRIDGE ELEMENT. i F EXTEND PLAYGROUND SAFETY RAILING THICKNESS OF CUSHIONED SEAMLESS FLOORING SYSTEM VARIES PER MANUFACTURER'S DETERMINATION. CONNECTION PER MANUFACTURER'S i j #5 @ 24" O.C., VERTICAL ALONG PATHWAY AS SHOWN. CONTRACTOR A { i i1 t; INSTRUCTIONS. I; ; j j t ` I + D 1.0 1_� TO PROVIDE SHOP DRAWINGS FOR POST _ FOOTING / INSTALLATION. -i-L-1�`L�_�_ _ i _ _ _ _ _ L _ _- -- o v I` REINF. - LAP 48 BAR DIAMETER V IN TURF -w A � - - PLAY STRUCTURE1 j - FOOTING PER MANUFACTURER'S INSTRUCTIONS. zi z'1= d a aijs ?sil 4 a I,=I It 44 -Al1H 4, 111 -r i- --f - PC CONCRETE FOOTING ! ! i I_�i^'! j E---! I I_' _ (D RETAINING WALL AT PLAYGROUND SCALE: 3/4"=1'-0" PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH 1/2"R, TYP. 1" IN TURF DOUBLE -WASHED 2" IN SHRUB AREA PLASTER SAND r)d a- • I i - Is --,i, 1 ml 4.a- A (2) #4 REBAR, CONT, HORIZ v f NATIVE SOIL @ 90% GEOTEXTILE 12" COMPACTION FABRIC NOTES: A. LOCATE JOINT W/ 1/4" EXPANSION FOAM AT BEGINNING AND END OF CURVES, AND AT 60' CENTERS ELSEWHERE. B. ALL AREAS TO RECEIVE CONCRETE SHALL BE COMPACTED TO 900/0 RELATIVE DENSITY FOR A DEPTH OF 6" OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR. J CURB - TYPE 2 SCALE:1"=1'-0" JOIN CUSHIONED FLOORING SURFACE FLUSH WITH ADJACENT SURFACE INTERIOR OF ENCLOSURE EXTERIOR OF ENCLOSURE GALV. CHAIN LINK -,r NOTES: JVN7I �� /;, I-= �--PRECAST CONC. CAP-CDI M91 -SIO SECURITY COVER. J A. CHAMFER AT CORNERS AND ENDS. SEE NOTE A. ; ±:f 'o co CUT TO ALLOW CHAINLINK TO REST w EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO INSTALL SUFFICIENT LAYER OF COMBINED RELATIVE COMPACTION ON CMU AS SHOWN. 3" BASE COURSE OF CUSHIONED Q z m EXPOSED 8x8x16 CMU BLOCK. SEAMLESS FLOORING SYSTEM U. W a O z COLOR AND TEXTURE TO MATCH COLORED WEARING COURSEz B. a FIRE STATION OF CUSHIONED SEAMLESS p #5 @ 24" O.C., HORIZONTAL FLOORING SYSTEM z g D U)O 3: BOND BEAM @ EVERY PRECISION FACE AT O 0) CRUSHED AGGREGATE J � OTHER COURSE INTERIOR SIDE OF CMU 3/4" @ 2500 PSI z z O it it W a SCALE: • THICKNESS OF CUSHIONED SEAMLESS FLOORING SYSTEM VARIES PER MANUFACTURER'S DETERMINATION. #5 @ 24" O.C., VERTICAL m Q� C3 cn v DOWELS TO MATCH VERTICAL WALL E' o v r REINF. - LAP 48 BAR DIAMETER LO cnn CO F.G. m cn V.. L ■ C001 T :• CID rn� CD o �o o m � w k ALTERNATE HOOKS v Qe Q d -(3)#4 CONTINUOUS o V a U L E _ _•o + __ • d d #5@24"O.C. dA e d ENCLOSURE WALL CONC. FTG. 3" CLR. L CONCRETE SLAB PER ih CITY STD DETAIL ST -25 3'-0" F CMU IRRIGATION EQUIPMENT ENCLOSURE WALL PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL" RADIUS, TYP. I% MIN. -2% MAX. FALL 1" IN TURF DOUBLE -WASHED PLASTER SAND AWAY FROM PLAYGROUND 2" IN SHRUB AREA "TI j G 8- I—i __. 2 #4REBAR, _. ' CONT, HORIZ - -`: NATIVE SOIL @ 90% NATIVE SOIL @ 90°!o RELATIVE COMPACTION RELATIVE COMPACTION GEOTEXTILE 8" FABRIC NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN, 2. ALL AREAS TO RECEIVE CONCRETE SHALL BE COMPACTED TO 90% RELATIVE DENSITY FOR A DEPTH OF 6" OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR. H THICKENED EDGE co .777 II---4 ,_ _ • - TI 12" SMOOTH DOWEL AT 24" O.C.^ •" . _ ," 1 nmuun nm nmq� _ 11i � }5Yd HAND TOOLED DOUBLE -WASHED PLASTER SAND NOTES: JVN7I �� /;, I-= z J A. CONTRACTOR SHALL CONTACT MANUFACTURER TO DETERMINE ESTIMATED CRITICAL FALL HEIGHT FOR SPECIFIED PLAY #4 REBAR @ 24" O.C. BOTH WAYS ; ±:f 'o co 0.. w EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO INSTALL SUFFICIENT LAYER OF COMBINED RELATIVE COMPACTION DATE February 26, 2010 3" BASE COURSE OF CUSHIONED Q z m O SEAMLESS FLOORING SYSTEM U. W a O z COLORED WEARING COURSEz B. a o OF CUSHIONED SEAMLESS p TO MEET THE MINIMUM STANDARDS FOR THE CRITICAL FALL HEIGHT, DETERMINED BY THE PLAY EQUIPMENT FLOORING SYSTEM z g D U)O 3: P.C. CONCRETE. 5 SACK z CLO O 0) CRUSHED AGGREGATE J � W o 3/4" @ 2500 PSI z z O it it W a SCALE: can co .777 II---4 ,_ _ • - TI 12" SMOOTH DOWEL AT 24" O.C.^ •" . _ ," 1 nmuun nm nmq� _ 11i � }5Yd HAND TOOLED DOUBLE -WASHED PLASTER SAND TREE GRATE FRAME. INSTALL PER MANUFACTURERS INSTRUCTIONS. P.C. CONCRETE 1/2" RADIUS, TYP. PLANTING AREA, SEE PLANTNG PLANS 3_ -,FG aux 4 e NOTES: A. CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS FOR CHAIN LINK SECURITY COVER. COVER SHALL BE DESIGNED TO RESIST A 5001b MIN. LOADING. INCLUDE: A.A. COMPONENT SIZES AND QUANTITIES. A.B. PLAN -VIEW LAYOUT. A.C. FASTENERS. A.D. WELDS. A.E. CMU WALL MOUNTING DETAILS. A.F. STRUCTURAL CALCULATIONS SIGNED BY A STRUCTURAL ENGINEER WITH A VALID CALIFORNIA LICENSE. B. CMU BLOCK AND PRECAST WALL CAP SHALL MATCH INSTALLED PRODUCTS AT ADJACENT FIRE STATION #14. TURF, SEE PLANTING PLANS } !=i 1 ,1-1-1j 'f -ISI=}I I`—lift• 12" NATIVE SOIL @ 90% COMPACTION NOTE: PROVIDE JOINT WITH 1/4" EXPANSION FOAM AT BEGINNING AND END OF CURVES, AND AT 60' CENTERS ELSEWHERE, AND AT LOCATIONS SHOWN ON DRAWINGS. I E CURB-TYPE1 SCALE: 2"=1'-0" NEW TREE, SEE PLANTING PLANS AND DETAILS 61 1/8" FRAME PORTLAND CEMENT CONCRETE WITH 60" TREE GRATE LIGHT BROOM FINISH PERPENDICULAR TO 18"0 ENING PATH OF TRAVEL jaiir..rrlGKiitwi. r . • // I i // I I !/ I // I I !/ I I !/ I �!/ I !/ I I // I i `� !/ I I !/ I I !/ .• �VAlV\Aj,�; \\1 'TREE "d GRATE\ / PEA GRAVEL UNDER GRATE \' a INSTALL ROOT CONTROL 0- (2) #4 REBAR, CONT, HORIZ BARRIER CIO5\ CLASS II CRUSHED %\ AGGREGATE BASE NOTES: f\ NATIVE SOIL @ 90% 1. SCORE LINES AND JOINTING COMPACTION. SHOWN ON CONSTRUCTION PLAN. _@ TREE GRATE A 1/8" WIDE x 1/4 SLAB 118" WIDE x 1/3 SLAB 1/4" DIAMOND PLATE PREVIOUSLY DEPTH CUT. DEPTH CUT, FOLLOWED DOWEL SYSTEM AT CONSTRUCTED BY 3/16" x 3/16" CUT. 18" O.C. MAX. FIXED ELEMENT. SECOND SLAB FIRST SLAB 1/4" FOAM JOINT PLACEMENT. PLACEMENT. FILLER, FULL DEPTH OF SLAB. 4 d d d d -a d .Q d - Qd d d d d a d. v d a a d '-� , ��= �{ .,�_ -� }�= --- ��= _ • fes= _ - - `�= I - CONTRACTION JOINT EXPANSION JOINT ISOLATION JOINT NOTES: A. REFER TO PLANS FOR JOINTING LOCATIONS AND LAYOUT INFORMATION. B. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED, FIXED ELEMENTS. C. INSTALL DOWEL SYSTEM AND JOINT FILLER PER MANUFACTURER'S INSTRUCTIONS. CONCRETE JOINTING SCALE: 1-1/2"=1'-0" PORTLAND CEMENT CONCRETE 7 RADIUS, TYP. WITH MEDIUM BROOM FINISH 1" IN TURF #4 REBAR @ 24" BOTH WAYS3" 2" IN SHRUB AREA d FwdG ► v �_ - _a _ ya NATIVE SOIL @ 90% COMPACTION. NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. 2. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED FIXED ELEMENTS. _ B CONCRETE PAVING - TYPE'B' PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH RADIUS, TYP. PERPENDICULAR TO PATH OF TRAVEL 1" IN TURF "+�IL`1F�1�9�I:1:1y A .1 d d .d -- :i--"I1�ji==;j'_Y' 1 _ NATIVE SOIL @ 90% COMPACTION. NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. 2. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED FIXED ELEMENTS. p CONCRETE PAVING - TYPE 'A' �Q\,aNDSCAPf SHERRO Cti\ U r o srA TE OF C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0' W —w c W �O-�� MQ W NOTES: JVN7I �� /;, I-= o M M U FD J A. CONTRACTOR SHALL CONTACT MANUFACTURER TO DETERMINE ESTIMATED CRITICAL FALL HEIGHT FOR SPECIFIED PLAY NATIVE SOIL @ 90°/ ; ±:f 'o co w w EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO INSTALL SUFFICIENT LAYER OF COMBINED RELATIVE COMPACTION DATE February 26, 2010 CAD FILE 1307526-CD.dwg O t� CUSHION BASE AND WEARING COURSE RESILIENT SURFACING FOR THIS HEIGHT. w U 4" B. CONTRACTOR SHALL OBTAIN TEST DATA FROM MANUFACTURER VERIFYING DEPTH OF RESILIENT SURFACING REQUIRED 10" TO MEET THE MINIMUM STANDARDS FOR THE CRITICAL FALL HEIGHT, DETERMINED BY THE PLAY EQUIPMENT >_ 0 w U MANUFACTURER O o� C. CONTRACTOR SHALL SUPPLY ALL TEST DATA TO THE CITY OR THE CITY'S AUTHORIZED REPRESENTATIVE FOR REVIEW RUBBER SURFACING E v% L -Q `' co PRIOR TO INSTALLATION. O it it W SCALE: D. THICKNESS OF CUSHIONED SEAMLESS FLOORING SYSTEM VARIES PER MANUFACTURER'S DETERMINATION. J TREE GRATE FRAME. INSTALL PER MANUFACTURERS INSTRUCTIONS. P.C. CONCRETE 1/2" RADIUS, TYP. PLANTING AREA, SEE PLANTNG PLANS 3_ -,FG aux 4 e NOTES: A. CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS FOR CHAIN LINK SECURITY COVER. COVER SHALL BE DESIGNED TO RESIST A 5001b MIN. LOADING. INCLUDE: A.A. COMPONENT SIZES AND QUANTITIES. A.B. PLAN -VIEW LAYOUT. A.C. FASTENERS. A.D. WELDS. A.E. CMU WALL MOUNTING DETAILS. A.F. STRUCTURAL CALCULATIONS SIGNED BY A STRUCTURAL ENGINEER WITH A VALID CALIFORNIA LICENSE. B. CMU BLOCK AND PRECAST WALL CAP SHALL MATCH INSTALLED PRODUCTS AT ADJACENT FIRE STATION #14. TURF, SEE PLANTING PLANS } !=i 1 ,1-1-1j 'f -ISI=}I I`—lift• 12" NATIVE SOIL @ 90% COMPACTION NOTE: PROVIDE JOINT WITH 1/4" EXPANSION FOAM AT BEGINNING AND END OF CURVES, AND AT 60' CENTERS ELSEWHERE, AND AT LOCATIONS SHOWN ON DRAWINGS. I E CURB-TYPE1 SCALE: 2"=1'-0" NEW TREE, SEE PLANTING PLANS AND DETAILS 61 1/8" FRAME PORTLAND CEMENT CONCRETE WITH 60" TREE GRATE LIGHT BROOM FINISH PERPENDICULAR TO 18"0 ENING PATH OF TRAVEL jaiir..rrlGKiitwi. r . • // I i // I I !/ I // I I !/ I I !/ I �!/ I !/ I I // I i `� !/ I I !/ I I !/ .• �VAlV\Aj,�; \\1 'TREE "d GRATE\ / PEA GRAVEL UNDER GRATE \' a INSTALL ROOT CONTROL 0- (2) #4 REBAR, CONT, HORIZ BARRIER CIO5\ CLASS II CRUSHED %\ AGGREGATE BASE NOTES: f\ NATIVE SOIL @ 90% 1. SCORE LINES AND JOINTING COMPACTION. SHOWN ON CONSTRUCTION PLAN. _@ TREE GRATE A 1/8" WIDE x 1/4 SLAB 118" WIDE x 1/3 SLAB 1/4" DIAMOND PLATE PREVIOUSLY DEPTH CUT. DEPTH CUT, FOLLOWED DOWEL SYSTEM AT CONSTRUCTED BY 3/16" x 3/16" CUT. 18" O.C. MAX. FIXED ELEMENT. SECOND SLAB FIRST SLAB 1/4" FOAM JOINT PLACEMENT. PLACEMENT. FILLER, FULL DEPTH OF SLAB. 4 d d d d -a d .Q d - Qd d d d d a d. v d a a d '-� , ��= �{ .,�_ -� }�= --- ��= _ • fes= _ - - `�= I - CONTRACTION JOINT EXPANSION JOINT ISOLATION JOINT NOTES: A. REFER TO PLANS FOR JOINTING LOCATIONS AND LAYOUT INFORMATION. B. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED, FIXED ELEMENTS. C. INSTALL DOWEL SYSTEM AND JOINT FILLER PER MANUFACTURER'S INSTRUCTIONS. CONCRETE JOINTING SCALE: 1-1/2"=1'-0" PORTLAND CEMENT CONCRETE 7 RADIUS, TYP. WITH MEDIUM BROOM FINISH 1" IN TURF #4 REBAR @ 24" BOTH WAYS3" 2" IN SHRUB AREA d FwdG ► v �_ - _a _ ya NATIVE SOIL @ 90% COMPACTION. NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. 2. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED FIXED ELEMENTS. _ B CONCRETE PAVING - TYPE'B' PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH RADIUS, TYP. PERPENDICULAR TO PATH OF TRAVEL 1" IN TURF "+�IL`1F�1�9�I:1:1y A .1 d d .d -- :i--"I1�ji==;j'_Y' 1 _ NATIVE SOIL @ 90% COMPACTION. NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. 2. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED FIXED ELEMENTS. p CONCRETE PAVING - TYPE 'A' �Q\,aNDSCAPf SHERRO Cti\ U r o srA TE OF C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0' W —w c W �O-�� MQ W a �e � � > c =3 o M M U FD LL J L �- O �• L Y W v a. O w i REVISION a a O C3 co O w w 0 • O DATE February 26, 2010 CAD FILE 1307526-CD.dwg O t� lL w U O E 0 tom.. Z O z >_ 0 w U O o� CL E v% L -Q `' co O it it W J m Q� C3 cn v E' o v r r- in LO cnn CO m cn V.. L ■ C001 T :• a Z rn� CD o �o o m � o U-) ILI)� v co Q Lm V U L E L s U a < i REVISION a U) .J C3 Q O w w 0 • O DATE February 26, 2010 CAD FILE 1307526-CD.dwg O i — w U Z tom.. Z O z >_ 0 w U NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CD.dwg JOB NUMBER 1307526 SHEET: 24 of 49 CDml ■ 01 16_ 4" NATIVE SOIL @ 90%, - COMPACTION.# ! i :�- '_ fi i _- - GROUT FILL ALL VOIDS. • v I _ r s-• -� �- • 1 #4 REBAR @ 16 O.C. VERT. = I 8x8x16 SPLIT FACE CMU #4 REBAR, HORIZ, CONT, !�- IN WALL AS SHOWN. PC CONC FOOTING 4 —� 3'-4" 1 RETAINING WALL AT PLAYGROUND 1 "=1'-0" /�n�InnrTr n"n 0 a � - ADJACENT p. CONCRETE PAVING d NOTE: SEE SHEET E-3.0 FOR FOOTING AND INSTALLATION DETAIL 0 H LIGHT POST FOOTING LAYOUT SCALE: 1/2"=1'-0" PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH #4 REBAR @ 24" BOTH WAYS A A CC) �� a •- ..�.4' P• �. NATIVE SOIL @ 90% COMPACTION. NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. ^ CONCRETE PAVING - TYPE V 44" A NATIVE SOIL, COMPACT TO 90%. 2" W z UJI 8x8x16 SPLIT FACE CMU �• = j �- �— ! �— 1 �- •� I a Z tocc QQ #4 REBAR @ 16" O.C. VERT. HH 13 GROUT FILL ALL VOIDS. till 11 JWWl 1i FG #4 REBAR, HORIZ, - f "�! # ; ) } !'' i i °• ! I� ' 'f - CONT, IN WALLAS SHOWN._-; !` {i�'•��Iii �II —azf- !i4 !!_—' I�I 12i --i TYP. 1 i (2) #4 REBAR, HORIZ,--!— CONT, ORIZ, , CONT, IN FOOTING. i Ti Q ° ALTERNATE TAILS, TYP.- i _ ' ' - 16" PC CONIC FOOTING NATIVE SOIL @ 90% COMPACTION. F RETAINING WALL AT PLAYGROUND DIMENSION VARIES - SEE PLANS I PLANTER AREA, SEE I PLANTING PLANS BACKFILL WITH PLANTING MIX PER SPECIFICATIONS 6" I N +t �' - (1 •� !31111 jr�'1 ff M\\K�A 8x4x16CMU \ WATERPROOFING //BLOCK \ON BACK OF WALL, TYP. \ 8 x 8 x 16 CMU /BLOCK #4 REBAR @ \\ \ \\ \\ 16" O.C. VERT'\ \/Xiw,w,w,�i, 44 REBAR HORIZ //�P.C.CON E V �� ij \�/ \AS SHOWSFOO NG 3" THICK PRE -CAST CONCRETE CAP WITH THREADED INSERTS FOR ANCHORING. 1/2" MORTAR SETTING BED STAINLESS STEEL ANTI -SKATE DEVICE, TYP., INSTALL PER MANUFACTURERS SPECIFICATIONS MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS 11 A- Q 2 #4 REBAR, CONTINUOUS i s ALTERNATE TAILS, TYP. `mow• I 1---_- ; iv-, i ,_ =; j ; � . ,,j, #4 REBAR @ 24" O.C. NATIVE SOIL @ 90% RELATIVE COMPACTION E SEATWALL TYPE 2 SCALE: 1"=1'-W • 24" x 24" PRE -CAST CONCRETE CAP WITH THREADED INSERTS FOR ANCHORING. J4" MORTAR SETTING BED -CAST IN PLACE CONCRETE PILASTER MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS jNSTRUCTIONS. ; ; F.S. D PILASTER TYPE 1 AREA, SEE PLAN NATIVE SOIL @ 90% RELATIVE COMPACTION SCALE: 1"=V-0" CAST IN PLACE D 14" CONCRETE ILA TE - PLANTING AREA, PLANTING PLAN f RADIUS, TYP. 3" THICK PRE -CAST CONCRETE CAP WITH THREADED INSERTS FOR ANCHORING. 1/2" MORTAR SETTING BED MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS 8 x 4 x 16 CMU BLOCK 8 x 8 x 16 CMU BLOCK °- ° 4, 1 ! # ' C IbULLA I ION' - ° D-1.0 JOINT,_ P.C. CONCRETE FOOTING #4 REBAR, CONTINUOUS };- # #4 REBAR @ 24" O.C. IL NATIVE SOIL @ 90% RELATIVE COMPACTION SEATWALL TYPE 1 SCALE:1 A. PROVIDE COMPLETE SHOP DRAWINGS INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. _ @ SHADE STRUCTURE - TYPE 2 1► PROVIDE (1) GANG — HANDHOLE,CENTERED IN POST T -O" ANCHOR BOLTS " PVC ELECTRICAL CONDUIT SWEEP WIRING PER , ELECTRICAL PLAN 3!i -FOOTING - SEE _j NOTE W BELOW. :i fi NOTES: A. PROVIDE COMPLETE SHOP DRAWINGS FOR PRE-ENGINEERED STRUCTURE, INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. PLAN VIEW - COLUMN BASE 4:'r THICK PRE -CAST CONCRETE CAP WITH MOUNTING PINS. A" MORTAR SETTING BED AND JOINTS 8" SQUARE STEEL POST PER SHADE STRUCTURE MANUFACTURER MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS. A SHADE STRUCTURE - TYPE 1 SCALE: 3/4"-1'-0" S�Q`p,NOS A \ .1.SHERROpti 0 e o"I. a�Q `74 TE or Ca��' � THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0 r— UJI N I— UL LU C co > W mo 'x �L•7a)' coU. ... N U7 RS T- m v a. E E: W ;g CO cli o cu O W o T LO a O cn DO s > ■ ewsla� a � � � � a� o rC m o an ... y DO CD o Lm EL V U a a J O W • O � U W D Z � Z o U) z >_a w U V NO. REVISION DATE 41 PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 ^za FG NX JOB NUMBER 1307526 SHEET: 25 of 49 CDml■ 02 f uj -__ ='a f RADIUS, TYP. 3" THICK PRE -CAST CONCRETE CAP WITH THREADED INSERTS FOR ANCHORING. 1/2" MORTAR SETTING BED MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS 8 x 4 x 16 CMU BLOCK 8 x 8 x 16 CMU BLOCK °- ° 4, 1 ! # ' C IbULLA I ION' - ° D-1.0 JOINT,_ P.C. CONCRETE FOOTING #4 REBAR, CONTINUOUS };- # #4 REBAR @ 24" O.C. IL NATIVE SOIL @ 90% RELATIVE COMPACTION SEATWALL TYPE 1 SCALE:1 A. PROVIDE COMPLETE SHOP DRAWINGS INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. _ @ SHADE STRUCTURE - TYPE 2 1► PROVIDE (1) GANG — HANDHOLE,CENTERED IN POST T -O" ANCHOR BOLTS " PVC ELECTRICAL CONDUIT SWEEP WIRING PER , ELECTRICAL PLAN 3!i -FOOTING - SEE _j NOTE W BELOW. :i fi NOTES: A. PROVIDE COMPLETE SHOP DRAWINGS FOR PRE-ENGINEERED STRUCTURE, INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. PLAN VIEW - COLUMN BASE 4:'r THICK PRE -CAST CONCRETE CAP WITH MOUNTING PINS. A" MORTAR SETTING BED AND JOINTS 8" SQUARE STEEL POST PER SHADE STRUCTURE MANUFACTURER MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS. A SHADE STRUCTURE - TYPE 1 SCALE: 3/4"-1'-0" S�Q`p,NOS A \ .1.SHERROpti 0 e o"I. a�Q `74 TE or Ca��' � THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0 r— UJI N I— UL LU C co > W mo 'x �L•7a)' coU. ... N U7 RS T- m v a. E E: W ;g CO cli o cu O W o T LO a O cn DO s > ■ ewsla� a � � � � a� o rC m o an ... y DO CD o Lm EL V U a a J O W • O � U W D Z � Z o U) z >_a w U V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CD.&g JOB NUMBER 1307526 SHEET: 25 of 49 CDml■ 02 VERIFY EXTENSION IN FIELD PRIOR TO ERECTING CENTER OF HOOP SHALL BE 63" FROM INSIDE EDGE OF COURT BASELINE SEE PLAN AT RIGHT _ @ BASKETBALL HOOP ASSEMBLY SCALE: 314"=1'-0A 3LY, NOTES: LEGEND: A. ALL PAINTED LINES AND MARKS ON THE COURTS SHALL BE 2" WIDE UNLESS OTHERWISE NOTED. f COURT SURFACE - COLOR 1 B. ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINE, UNLESS OTHERWISE NOTED. C. SEE SHEET CP -3.01 FOR MORE INFORMATION. \ COURT SURFACE -COLOR 2 D. APPLY COLOR SURFACING SYSTEM PER MANUFACTURERS INSTRUCTIONS. A BASKETBALL COURT STRIPING & LAYOUT PLAN NO. REVISION DATE 5O�pNDSCAPZ4,f Ce ?5 S SHERROp PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS ' N CAD FILE 1307526-CD.&g JOB NUMBER 1307525 SHEET: 26 of 49 CD=l ■ 03 O { 11/30/11 $} aa. STgTEOF CIIX�" � THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation WD. �O W C: m LL 13 N00 N ¢ Q W �e �U Y� a0X-� L 5 U. F— L tU }' m � cu V 0. �® E U CD 0 m 2. E rn O t O w H mn =3 J m cc cf) CO— -T O t1 r r- u 0 m l(7 O cf) C:) U •� 6- ' V/^5LL U c Q EO z M O 12i Z3cl) C w M a o 0 0 V U N 'c `o U Q a rn V / J Oo w 0 m O N W U Z D a W o Z U) V- w >- 0 a W U, > H NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CD.&g JOB NUMBER 1307525 SHEET: 26 of 49 CD=l ■ 03 Z Fa - Z O m rn 0 I -- a. �n Y oa.. a 0 2 w O m C� W Z w Z O H m w it C� j x 12" MINIMUM AIR GAP SEPARATION FROM BOTTOM OF INLET TO HIGH FILL LEVEL FLOAT VALVE - BERMAD MODEL 6" INLET LINE GATE VALVE, LINE SIZE IN CONCRETE VALVE BOX WITH LOCKABLE STEEL LID. <--TO METER a m 0 J u_ b J LI 6ti3 ANCHOR ANGLE BRACKET IMBEDDED IN CONCRETE 6" DUCTILE IRON PIPE 2" REDUCED PRESSURE BACKFLOW IN STEEL ENCLOSURE MASTER VALVE "B" - NORMALLY OPEN - 2 inch. GATE VALVE, LINE SIZE IN CONCRETE VALVE BOX WITH LOCKABLE STEEL LID. r 2" CLASS 200 PVC PIPE LOW FLOW BY-PASS BOOSTER PUMP STATION IN STEEL ENCLOSURE CONCRETE SLAB PER CITY STD. DETAIL ST -25. FLOW SENSOR "B" -1-1/2 inch. MASTER VALVE "A" - NORMALLY CLOSED - 6 inch. FLOW SENSOR "A" - 4 inch. CHECK VALVE, LINE SIZE CHECK VALVE, LINE SIZE 6" CLASS 200 PVC PIPE TO IRRIGATION SYSTEM —� NOTES: A. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF TANK, PUMP, SLAB THICKNESS, NEEDED EQUIPMENT, AND ALL CONNECTIONS FOR APPROVAL PRIOR TO PURCHASE OR FABRICATION. B. CONTRACTOR TO PROVIDE AND ASSEMBLE ALL COMPONENTS, VALVES, PIPING, ETC., TO PROVIDE A COMPLETE, WORKING ASSEMBLY, INCLUDING FLOAT VALVE AND LOW WATER CUT-OFF FOR PUMP. C. DESIGN, FABRICATION, INSTALLATION AND OPERATION OF TANK MUST COMPLY WITH STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA), AND ALL FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS, ORDERS, CODES, AND ORDINANCES. D. INSTALLATION MUST MEET ALL REQUIREMENTS OF CITY OF BAKERSFIELD STANDARD DETAIL W-17. E. BACKFLOW DEVICE AT PROPERTY LINE IS NOT NEEDED FOR THIS CONFIGURATION. F. TANK AND BOOSTER PUMP ARE TO BE LOCATED WITHIN THE IRRIGATION EQUIPMENT ENCLOSURE PER THE DRAWINGS AND DETAIL E, THIS SHEET. CONTRACTOR SHALL VERIFY PRIOR TO THE START OF WORK THAT THERE ARE NO CONFLICTS. G. BOTH MASTER VALVES AND BOTH FLOW SENSORS SHALL BE WIRED BACK TO CONTROLLER "B". AIR -GAP TANK / IRRIGATION BOOSTER PUMP SCHEMATIC ASSEMBLY NTS CANE BOLT: 18" LONG BY 5/8"0, WITH 6" HANDLE TYP 1 1/2"�1/2" CHAMFER, TYR 2" SQ. FRAME _ CV 1/4" GALV. STEEL NP. 4" PLATE SECTION - A SIDE VIEW CANE BOLT RESTING PLATE n SECTION - B 5/8" SIDE VIEW 2" SQ. RAME FRAME SECTION - C 1/4" GALV_ TEEL PLATE i TYR I I I 5/8" 0 CANE ..1 j BOLT --I—� CANE BOLT LOCKING BRACKET CANE BOLT MOUNTING BRACKET CANE BOLT ENLARGEMENT 6'-8", VERIFY IN FIELD PRIOR TO FABRICATION CHAIN-LINK SECURITY BUTT WELD, TYP. COVER ABOVE. REFER TO DETAIL F, SHEET CD -1.01 - 2" SQ. FRAME SIDE VIEW NOTES: DATE A. HOT DIP GALV. AFTER BUTT HINGE- REFER TO FABRICATION. '- B. PLUG GALV. HOLES WITH COLD ENLARGEMENT TO RIGHT 00C CHECKED BY MS DATE February 26, 2010 GALV. COMPOUND. JOB NUMBER 1307526 2" SQ. x 3/16" THICK :i00_, 1/4" METAL PLATE ATTACHED W/ GALVANIZED STEEL FRAME J0 !Y CDD` JJG 5'OO_ CO^ a,'00-- aat: >vu: oc: "J0c too^ 00oe.� SCREEN PERFORATED METAL. ATTACH 'a G' VGG^ v00' G c O' a COOC r'0 PERIMETER FRAME AT EACH PICKET HOLE, GALVANIZED G90,20 GAUGE, 0 -01,— '0. „bb� ba„ t— 3/4" PICKET ce•J: 000 000- 01, )00*. @900 a aa.. c00, oae 'aac cac� ..00 ?aac 034„ oov :*o ,00a ;GVr a; caa.00c ^eoz.e c.^, vboc ' 004 60:, 90 006. _ 0C '-O0� t;0 :%OG^_ ::.Os:^ a00�' 0O 0, ._,cll .3 _ 000. aCP: . aae �.e-�ooc 000 coca }� .00t GOG `OOf �OOc ,.Ot - a< GOG+, 'SOC OOr, "OO" :SOOJ Baa' �6 ;0 -tea_. 1,0 Q. Q. ::> 0a OCO OObv a�t neo oo,- ,co '•000 Oc, 00' 090 ^C0•' -0GC-t 0• a at ^OG^,Ot JOO Oit a '11 0 mo.1 cCS-:U coo .^ c000-1 _- 0C GCO '00 t�p� )00^� OC.-, 00 `- v00� -0- «.r0� SOU:, Oa 0, - ua' a� -<.a• oc- 0 0. .00n ooac �.;on oo=. .tvec - 2" SQ. FRAME SIDE VIEW NOTES: DATE A. HOT DIP GALV. AFTER BUTT HINGE- REFER TO FABRICATION. '- B. PLUG GALV. HOLES WITH COLD ENLARGEMENT TO RIGHT 00C CHECKED BY MS DATE February 26, 2010 GALV. COMPOUND. JOB NUMBER 1307526 2" SQ. x 3/16" THICK :i00_, 1/4" METAL PLATE ATTACHED W/ GALVANIZED STEEL FRAME J0 t- >' CDD` JJG 5'OO_ CO^ a,'00-- aat: >vu: :,oa. "J0c too^ 00oe.� SCREEN PERFORATED METAL. ATTACH 'a G' VGG^ v00' 00C O' a COOC r'0 PERIMETER FRAME AT EACH PICKET HOLE, GALVANIZED G90,20 GAUGE, 0 -01,— '0. „bb� ba„ t— 3/4" PICKET ce•J: 000 000- 01, )00*. @900 a aa.. c00, oae 'aac cac� ..00 ?aac 034„ oov :*o ,00a ;GVr scb<. caa.00c ^eoz.e c.^, vboc ' 004 60:, 90 006. _ 0C '-O0� t;0 :%OG^_ ::.Os:^ a00�' 0O 0, ._,cll .3 _ 000. aCP: . aae �.e-�ooc 000 coca }� .00t GOG `OOf �OOc ,.Ot GOG+, 'SOC OOr, "OO" :SOOJ Baa' �6 ;0 -tea_. Q. Q. ::> 0a OCO OObv a�t neo oo,- ,co '•000 Oc, 00' 090 ^C0•' -0GC-t ^OG^,Ot JOO Oit a '11 0 mo.1 cCS-:U coo .^ c000-1 _- 0C GCO '00 t�p� )00^� OC.-, 00 `- v00� -0- «.r0� SOU:, Oa .00n ooac �.;on oo=. .tvec >o C -t 04 c �OCtiG JOC 5G', OCCS .n "f `J naafi ^b^ - 2" SQ. FRAME SIDE VIEW _I OPEN AREA @ INTERIOR FACE OF ENTIRE GATE 2" SQ. x 3/16" THICK — (6) 3/4" SOLID GALV. STEEL PICKETS GALVANIZED STEEL FRAME AT EQUAL SPACING, TYP. WELD TO / n 0 o C FRAME TOP AND BOTTOM. 1,10 0c F CMU IRRIGATION EQUIPMENT 6"x 6" BUTT -HINGE, 6 GAUGE, D-1.0Vy ENNOSURE WALL ELEVATION `NOT SWAGED i 0 0 OC j FINISH SURFACE- 0 . REFER TO CIVILTYP- i Iro G 0 0 0 0 c SEE CANE BOLT ENLARGEMENT ABOVE SWING GATE ELEVATION SWING GATE HINGE ENLARGEMENT SWING GATE NTS SEE DETAIL C, THIS SHEET--� FOR EQUIPMENT ASSEMBLY. CHAIN-LINK SECURITY COVER ABOVE. NOTES: A. SEE DETAIL C, THIS SHEET FOR BOOSTER PUMP & AIR -GAP TANK ASSEMBLY B. SEE IR - SERIES SHEETS FOR IRRIGATION EQUIPMENT INSTALLATION STEEL DOUBLE -SWING DOORS - REFER TO DETAIL C, THIS SHEET STEEL DOUBLE -SWING GATE. 6" CLASS 200 PVC PIPE —� TO METER SEE DETAIL C, THIS----�-� SHEET FOR EQUIPMENT ASSEMBLY. 2" CLASS 200 PVC PIPE—► LOW FLOW BY-PASS T m w z 0 a 6" CLASS 200 PVC PIPE oF__ 2" CLASS 200 PVC PIPE LOW FLOW BY-PASS Al I X�_ LCL Q LCL m TRASH / IRRIGATION EQUIPMENT ENCLOSURE a 3/8"=1'-0" NDSCq 4, SNERRp�N /xv, V r /00, c {x 11/30/11 A St4 rE OF Cp��E THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation Lu = M W he Q W : U I0 m L LTL L e -- N >-mL0 Cu ~ :) V-- m V o cD cDU- CD E _ o Q LS: N E .Q L Gid# 0 O w q. <a C � v � o C; = 0 2U-> CO i =ID > cD — ■ wols�air Aa' p 0, ,f Aftm •= v) o c w > tUI -- Lm Lm a V s v a a � a J G F-- O LU O Q m 0 W U Z W F_ U) Z w o cY U NO. NOTES: DATE A. HOT DIP GALV. AFTER BUTT HINGE- REFER TO FABRICATION. SWING GATE HINGE B. PLUG GALV. HOLES WITH COLD ENLARGEMENT TO RIGHT DRAWN BY AK CHECKED BY MS DATE February 26, 2010 GALV. COMPOUND. JOB NUMBER 1307526 2" SQ. x 3/16" THICK 1/4" METAL PLATE ATTACHED W/ GALVANIZED STEEL FRAME (3) 5/8" X 4- ANCHOR BOLT @ CENTER & EACH HINGE LEVEL PLAN TYR 1/4" METAL PLATE, REFER TO SWING GATE HINGE ENLARGEMENT TO RIGHT SCREEN PERFORATED METAL. ATTACH WITH 2" STITCH WELD AROUND SCREEN PERFORATED METAL, ROUND -- PERIMETER FRAME AT EACH PICKET HOLE, GALVANIZED G90,20 GAUGE, MILL FINISH, 3/32" HOLES ON 3/16" CENTERS, STAGGERED PATTERN, 23% t— 3/4" PICKET _I OPEN AREA @ INTERIOR FACE OF ENTIRE GATE 2" SQ. x 3/16" THICK — (6) 3/4" SOLID GALV. STEEL PICKETS GALVANIZED STEEL FRAME AT EQUAL SPACING, TYP. WELD TO / n 0 o C FRAME TOP AND BOTTOM. 1,10 0c F CMU IRRIGATION EQUIPMENT 6"x 6" BUTT -HINGE, 6 GAUGE, D-1.0Vy ENNOSURE WALL ELEVATION `NOT SWAGED i 0 0 OC j FINISH SURFACE- 0 . REFER TO CIVILTYP- i Iro G 0 0 0 0 c SEE CANE BOLT ENLARGEMENT ABOVE SWING GATE ELEVATION SWING GATE HINGE ENLARGEMENT SWING GATE NTS SEE DETAIL C, THIS SHEET--� FOR EQUIPMENT ASSEMBLY. CHAIN-LINK SECURITY COVER ABOVE. NOTES: A. SEE DETAIL C, THIS SHEET FOR BOOSTER PUMP & AIR -GAP TANK ASSEMBLY B. SEE IR - SERIES SHEETS FOR IRRIGATION EQUIPMENT INSTALLATION STEEL DOUBLE -SWING DOORS - REFER TO DETAIL C, THIS SHEET STEEL DOUBLE -SWING GATE. 6" CLASS 200 PVC PIPE —� TO METER SEE DETAIL C, THIS----�-� SHEET FOR EQUIPMENT ASSEMBLY. 2" CLASS 200 PVC PIPE—► LOW FLOW BY-PASS T m w z 0 a 6" CLASS 200 PVC PIPE oF__ 2" CLASS 200 PVC PIPE LOW FLOW BY-PASS Al I X�_ LCL Q LCL m TRASH / IRRIGATION EQUIPMENT ENCLOSURE a 3/8"=1'-0" NDSCq 4, SNERRp�N /xv, V r /00, c {x 11/30/11 A St4 rE OF Cp��E THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation Lu = M W he Q W : U I0 m L LTL L e -- N >-mL0 Cu ~ :) V-- m V o cD cDU- CD E _ o Q LS: N E .Q L Gid# 0 O w q. <a C � v � o C; = 0 2U-> CO i =ID > cD — ■ wols�air Aa' p 0, ,f Aftm •= v) o c w > tUI -- Lm Lm a V s v a a � a J G F-- O LU O Q m 0 W U Z W F_ U) Z w o cY U NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE CMU-Endosure.dwg JOB NUMBER 1307526 SHEET: 27 of 49 ■ (3) #4 CONT. #5 @ 24" O.C., HORIZONTAL 1/2"RADIUS WITH hl I hl' -',_#5 @ 24" O.C., 2% SLOPE • a VERTICAL CONCRETE SLAB --,—BOND BEAM @ EVERY PER CITY STD OTHER COURSE DETAIL ST -25 DOWELS TO MATCH VERTICAL WALL REINF. - LAP 48 BAR DIAMETER F.G. .� —_ •:; _ • • °' ' • • r• 111-1 I I=1 � � Z " ° ... ALTERNATE • A d• e d HOOKS " s: • a • :. •'; d .. (3) #4 CONT. '•. ,• .t. d.. 3" CLR. � Q ENCLOSURE WALL #5 @ 24" M CONC. FTG. O.C. E CMU TRASH ENCLOSURE WALL 2 x 2 x 3/16 METAL TUBE PERFORATED SHEET METAL 6 x 6 x 1/4 SQUARE STEEL TUBE POST 2 x 2 x 3/16 METAL TUBE CONTINUOUS\___�6 x 2 x 114 PERIMETER TUBE WELD, GRIND SMOOTH, TYP. TWO (2) 7" ROUND BARREL BODY HINGES, I" DIA, STAINLESS STEEL PIN, WELD IN BETWEEN SQUARE STEEL TUBE POST AND PERIMETER TUBE 6 x 2 x 1/4 PERIMETER TUBE OSWING GATE & HINGE 2 1/2"=1'-0" x 2 x 3/16 METAL TUBE PERFORATED SHEET METAL 6 x 8 x 16 CMU BLOCK 6 x 6 x 1/4 SQUARE STEEL TUBE POST CONTINUOUS 7" ROUND BARREL BODY HINGE, t DIA. WELD, GRIND STAINLESS STEEL PIN, WELD IN BETWEEN SMOOTH, TYP. SQUARE STEEL TUBE POST AND PERIMETER TUBE 6 x 2 x 1/4 PERIMETER TUBE _ TRASH ENCLOSURE - SWING GATE & HINGE 1 STEEL POST CAP WELDED ON POST 7" ROUND BARREL BODY HINGE,— t DIA. STAINLESS STEEL PIN, WELD IN BETWEEN SQUARE STEEL TUBE POST AND PERIMETER TUBE 2x2x3/16 METAL TUBE 6 x 2 x 1/4 PERIMETER TUBE PERFORATED SHEET METAL 6 x 6 x 1/4 SQUARE STEEL TUBE POST NOTES, 1. PROVIDE (1) ONE COAT OF RUST INHIBITING PRIMER TO ALL METAL. 2. PROVIDE (2) TWO COATS OF PAINT. PAINT AND COLOR TO BE 1 APPROVED BY AUTHORIZED REPRESENTATIVE. REVISION -�---PRECAST CONC. CAP-CDI M91 -S10 CHAMFER AT o • CORNERS AND ENDS PRECISION FACE AT INTERIOR SIDE OF CMU n: DRAWN BY AK CHECKED BY MS DATE February 26, 2010 BUFFER BOARD PER JOB NUMBER 1307526 SHEET- 28 of 49 CD=l m05 EXPOSED 6x8x16 CMU BLOCK. CITY STD DETAIL ST -25 TYP. 8D COLOR AND TEXTURE TO MATCH FIRE STATION (3) #4 CONT. #5 @ 24" O.C., HORIZONTAL 1/2"RADIUS WITH hl I hl' -',_#5 @ 24" O.C., 2% SLOPE • a VERTICAL CONCRETE SLAB --,—BOND BEAM @ EVERY PER CITY STD OTHER COURSE DETAIL ST -25 DOWELS TO MATCH VERTICAL WALL REINF. - LAP 48 BAR DIAMETER F.G. .� —_ •:; _ • • °' ' • • r• 111-1 I I=1 � � Z " ° ... ALTERNATE • A d• e d HOOKS " s: • a • :. •'; d .. (3) #4 CONT. '•. ,• .t. d.. 3" CLR. � Q ENCLOSURE WALL #5 @ 24" M CONC. FTG. O.C. E CMU TRASH ENCLOSURE WALL 2 x 2 x 3/16 METAL TUBE PERFORATED SHEET METAL 6 x 6 x 1/4 SQUARE STEEL TUBE POST 2 x 2 x 3/16 METAL TUBE CONTINUOUS\___�6 x 2 x 114 PERIMETER TUBE WELD, GRIND SMOOTH, TYP. TWO (2) 7" ROUND BARREL BODY HINGES, I" DIA, STAINLESS STEEL PIN, WELD IN BETWEEN SQUARE STEEL TUBE POST AND PERIMETER TUBE 6 x 2 x 1/4 PERIMETER TUBE OSWING GATE & HINGE 2 1/2"=1'-0" x 2 x 3/16 METAL TUBE PERFORATED SHEET METAL 6 x 8 x 16 CMU BLOCK 6 x 6 x 1/4 SQUARE STEEL TUBE POST CONTINUOUS 7" ROUND BARREL BODY HINGE, t DIA. WELD, GRIND STAINLESS STEEL PIN, WELD IN BETWEEN SMOOTH, TYP. SQUARE STEEL TUBE POST AND PERIMETER TUBE 6 x 2 x 1/4 PERIMETER TUBE _ TRASH ENCLOSURE - SWING GATE & HINGE 1 STEEL POST CAP WELDED ON POST 7" ROUND BARREL BODY HINGE,— t DIA. STAINLESS STEEL PIN, WELD IN BETWEEN SQUARE STEEL TUBE POST AND PERIMETER TUBE 2x2x3/16 METAL TUBE 6 x 2 x 1/4 PERIMETER TUBE PERFORATED SHEET METAL 6 x 6 x 1/4 SQUARE STEEL TUBE POST NOTES, 1. PROVIDE (1) ONE COAT OF RUST INHIBITING PRIMER TO ALL METAL. 2. PROVIDE (2) TWO COATS OF PAINT. PAINT AND COLOR TO BE 1 APPROVED BY AUTHORIZED REPRESENTATIVE. TRASH ENCLOSURE - ELEVATION B 1/2"=1'-0" STD DETAIL ST -25. PIPE SLEEVE IN FLATWORK AT FULLY OPEN POSITION, TYP. TRASH RASH ENCLOSURE - PLAN VIEW 1/2"=1'-0" DSCApt4 SHERR0,0 v 4�'S • *Q � r � 11 30 1} STATE OF Cp�`�oV� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation LU a (D W c m U. U > 0) W 0 "v oaoy�a') L 0 v m to cc va W r � w� off. co - ._ t10 co .. l 1m ITU Qje ._cs ID U, o - co LmV Q J 0 F- ® W ® 0 0 Z 0 F— UJI 0 z D LLJ z w O ~ N z w 0 � U NO. REVISION WELD, GRIND o n: DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE CMU-Endosure.dwg JOB NUMBER 1307526 SHEET- 28 of 49 CD=l m05 co0.SMOOTH, TYP. 8D O • d' • . V. q 0. d ' a a a .ad a d i I 1= I itt l l_ i f-1 ! i j #3 REBAR TIES, AS -'SHOWN, " - 111=11 ! ! ! -1 � _I , %" DROP BOLT.I I i I-= i- I !- 8" CONC. CURB ;- l l TYP. #3 REBAR --- il9=l! , T 34" AROUND CENTER POST °IIS ll{� !i—ill HORIZONTAL, AS SHOWN, TYP. GALV. PIPE SLEEVE ;I-�-;, •..-1 I _ I ! ! ►-1 ! '... =J I i �I=! i I . ;-i 11=I i �1 • 1 ��� �� � I I-- (4) #3 R E B A R CONCRETE CURB PERCITYI} STD DETAIL ST -25, TYP. _ I ` I ' TLij VERTICAL, TYP. .- , II;; ill IIS I—(iI- l Q LASS II AGGREGATE I!= BASE AT 95% RELATIVE 11- COMPACTION !I! E--U �IIll11 -����: ' -�� -If!;1i=1111�111!i! TRASH ENCLOSURE - ELEVATION B 1/2"=1'-0" STD DETAIL ST -25. PIPE SLEEVE IN FLATWORK AT FULLY OPEN POSITION, TYP. TRASH RASH ENCLOSURE - PLAN VIEW 1/2"=1'-0" DSCApt4 SHERR0,0 v 4�'S • *Q � r � 11 30 1} STATE OF Cp�`�oV� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation LU a (D W c m U. U > 0) W 0 "v oaoy�a') L 0 v m to cc va W r � w� off. co - ._ t10 co .. l 1m ITU Qje ._cs ID U, o - co LmV Q J 0 F- ® W ® 0 0 Z 0 F— UJI 0 z D LLJ z w O ~ N z w 0 � U NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE CMU-Endosure.dwg JOB NUMBER 1307526 SHEET- 28 of 49 CD=l m05 N IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT 8L CONCRETE SURFACES. 2. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 3. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS. 4. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID. 5. CONTRACTOR SHALL BECOME FAMILIAR WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 6. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE CITY. 7. CONTRACTOR SHALL INCLUDE "PCS" SCREENS WHERE NECESSARY TO REDUCE RADIUS OF THROW. 8. CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. ALL SLEEVES UNDER PAVING SHALL RECEIVE IDENTIFYING MARK ON TOP OF CONCRETE. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING. 9. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. QUANTITIES SHOW IN LEGEND ARE FOR ESTIMATING PURPOSES ONLY. IF THERE IS A DISCREPANCY BETWEEN THE QUANTITIES SHOWN IN THE LEGEND, AND THOSE INDICATED ON THE DRAWINGS, THEN THE DRAWINGS SHALL PREVAIL. 12. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK. 13. LOCATE ALL VALVES OUTSIDE OF TURF AREAS WHERE POSSIBLE. 14. INSTALL THRUST BLOCKS PER CITY OF BAKERSFIELD STANDARD PLAN No. L-5 (SEE DETAIL D, SHEET IR -4.01) FOR ALL 6" MAINLINE AND FITTINGS. 15. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THE CITY. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, AND ADJUSTING ARC PATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE CITY. 16. CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 16.1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 16.2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 16.3. ALL ZONES SHALL PASS A COVERAGE TEST. 16.4. CONTROLLERS SHALL BE FULLY OPERATIONAL. CENTRAL CONTROL INSTALLATION NOTES A. THE LANDSCAPE CONTRACTOR SHALL BE A CERTIFIED MAXICOM INSTALLER. TO RECEIVE INSTALLER CERTIFICATE, CALL DENNIS BANDUCCI AT KERN TURF SUPPLY, INC. 661 978 5325 FOR APPOINTMENT. B. LANDSCAPE CONTRACTOR MUST INSTALL RAIN BIRD MAXICOM CENTRAL CONTROL SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATION. AN AUTHORIZED MAXICOM DISTRIBUTOR SHALL ASSIST SPECIFIER'S INSPECTION TO INSURE PROPER INSTALLATION OF SAID SYSTEM. THE LANDSCAPE CONTRACTOR, THE AGENCY AND THE AUTHORIZED MAXICOM DISTRIBUTOR SHALL SIGN -OFF UPON COMPLETION OF SYSTEM INSPECTION. THIS INSPECTION SHALL BE PERFORMED BEFORE THE MAINTENANCE PERIOD IS STARTED. INSPECTION SHALL INCLUDE MEGGING OF GROUNDING GRIDS, CALLING THE COMMUNICATION EQUIPMENT FROM THE CENTRAL CONTROLLER TO INSURE SYSTEM FUNCTIONS PROPERLY, IN TERMS OF EACH CONTROLLER AND VALVE OPERATE PROPERLY FROM THE CENTRAL, FLOW SENSOR EQUIPMENT INCLUDING THE MASTER VALVE OPERATES PROPERLY FROM THE CENTRAL CONTROLLER AND RAIN SENSING EQUIPMENT OPERATES PROPERLY. ABOVE SENSING EQUIPMENT SHALL HAVE PROPER CONNECTIONS, ACCORDING TO MANUFACTURER'S SPECIFICATIONS. C. LANDSCAPE CONTRACTOR SHALL PROVIDE INVOICES OF SAID PURCHASED RAIN BIRD EQUIPMENT TO THE LANDSCAPE ARCHITECT TO BE FORWARDED TO THE AGENCY FOR THEIR MAXICOM DOLLAR FUND. THIS INFORMATION SHALL BE PROVIDED BEFORE MAINTENANCE PERIOD IS STARTED. D. LANDSCAPE CONTRACTOR SHALL PROVIDE COMPLETED CONTROLLER SATELLITE DATA INFORMATION AS NEEDED TO GIVE TO AGENCY FOR DATA ENTRY. INCLUDED IN THE INFORMATION ARE VALVE STATION NUMBER AND GPM PER VALVE, LANDSCAPE COEFFICIENT, PRECIPITATION RATE, CYCLE TIME AND SOAK TIME, FLO-WATCH ZONE AND FLO-MANAGER ZONE. CONSULT THE AUTHORIZED MAXICOM DISTRIBUTER FOR FIELD INFORMATION HANDOUTS. THIS INFORMATION SHALL BE PROVIDED BEFORE MAINTENANCE PERIOD IS STARTED. LEGEND SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS DETAIL @ Rain Bird 1806 -U -SAM -PRS U8 Series 5 180 30 0.52 6' See Detail F, Sheet IR -4.01 CAD FILE 1307526-IP-New.dwg Rain Bird 1806 -U -SAM -PRS U8 Series 2 90 30 0.26 6' See Detail F, Sheet IR -4.01 b Rain Bird 1806 -U -SAM -PRS U8 Series 2 120 30 0.35 6' See Detail F, Sheet IR -4.01 Rain Bird 1806 -U -SAM -PRS U10 Series 4 180 30 0.82 8' See Detail F, Sheet IR -4.01 Rain Bird 1806 -U -SAM -PRS U12 Series 4 180 30 1.30 10' See Detail F, Sheet IR -4.01 O Rain Bird 1806 -U -SAM -PRS U15 Series 6 360 30 3.70 12' See Detail F, Sheet IR -4.01 Rain Bird 1806 -U -SAM -PRS U15 Series 31 180 30 1.85 12' See Detail F, Sheet IR -4.01 10 Rain Bird 1806 -U -SAM -PRS U15 Series 4 90 30 0.92 12' See Detail F, Sheet IR -4.01 4 Rain Bird 1812 -SAM -PRS Xeri-PC Nozzle 3 180 30 0.20 4'x8' See Detail F, Sheet IR -4.01 FS Rain Bird 1812 -SAM -PRS 15 Strip Series 1 EST 30 0.61 4'x15' See Detail F, Sheet IR -4.01 Q Rain Bird 1812 -SAM -PRS 15 Strip Series 1 LCS 30 0.49 4'x15' See Detail F, Sheet IR -4.01 BF Rain Bird 1812 -SAM -PRS 15 Strip Series 1 RCS 30 0.49 4'x15' See Detail F, Sheet IR -4.01 Q Rain Bird 1812 -SAM -PRS 8 Series MPR 41 360 30 1.05 8' See Detail F, Sheet IR -4.01 Q Rain Bird 1812 -SAM -PRS 8 Series MPR 206 180 30 0.52 8' See Detail F, Sheet IR -4.01 aO Rain Bird 1812 -SAM -PRS 8 Series MPR 2 90 30 0.26 8' See Detail F, Sheet IR -4.01 0 Rain Bird 1812 -SAM -PRS 10 Series MPR 14 360 30 1.58 10' See Detail F, Sheet IR -4.01 10 Rain Bird 1812 -SAM -PRS 10 Series MPR 113 180 30 0.79 10' See Detail F, Sheet IR -4.01 10 Rain Bird 1812 -SAM -PRS 10 Series MPR 13 90 30 0.39 10' See Detail F, Sheet IR -4.01 10 Rain Bird 1812 -SAM -PRS 10 Series MPR 10 120 30 0.53 10' See Detail F, Sheet IR -4.01 12 Rain Bird 1812 -SAM -PRS 12 Series MPR 14 360 30 2.60 12' See Detail F, Sheet IR -4.01 12 Rain Bird 1812 -SAM -PRS 12 Series MPR 55 180 30 1.30 12' See Detail F, Sheet IR -4.01 12 Rain Bird 1812 -SAM -PRS 12 Series MPR 11 90 30 0.65 12' 12 Rain Bird 1812 -SAM -PRS 12 Series MPR 1 270 30 1.95 12' See Detail F, Sheet IR -4.01 15 Rain Bird 1812 -SAM -PRS 15 Series MPR 9 360 30 3.70 15' See Detail F, Sheet IR -4.01 �5 Rain Bird 1812 -SAM -PRS 15 Series MPR 43 180 30 1.85 15' See Detail F, Sheet IR -4.01 15 Rain Bird 1812 -SAM -PRS 15 Series MPR 14 90 30 0.92 15' See Detail F, Sheet IR -4.01 15 Rain Bird 1812 -SAM -PRS 15 Series MPR 2 120 30 1.23 15' See Detail F, Sheet IR -4.01 15 Rain Bird 1812 -SAM -PRS 15 Series MPR 3 270 30 2.78 15' See Detail F, Sheet IR -4.01 ® Rain Bird 1812 -SAM -PRS 8 Series VAN 16 Adj 30 8' See Detail F, Sheet IR -4.01 10 Rain Bird 1812 -SAM -PRS 10 Series VAN 24 Adj 30 10' See Detail F, Sheet IR -4.01 12 Rain Bird 1812 -SAM -PRS 12 Series VAN 5 Adj 30 12' See Detail F, Sheet IR -4.01 15 Rain Bird 1812 -SAM -PRS 15 Series VAN 7 Adj 30 15' See Detail F, Sheet IR -4.01 B Rain Bird RWS-SOCK-BCG02 65 360 30 0.50 1' See Detail F, Sheet IR -4.01 SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY PSI GPM RADIUS DETAIL 18S Rain Bird 5505 -SS 203 50 1.80 18' See Detail F, Sheet IR -4.01 ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, stainless steel, adjustable 50-330 arc, 360 non -reversing full -circle 22S Rain Bird 5505 -SS 7 50 1.80 19' See Detail F, Sheet IR -4.01 ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, stainless steel, adjustable 50-330 arc, 360 non -reversing full -circle 26S Rain Bird 5505 -SS 12 50 2.10 24' See Detail F, Sheet IR -4.01 ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, stainless steel, adjustable 50-330 arc, 360 non -reversing full -circle 30S Rain Bird 5505 -SS 15 50 2.00 26' See Detail F, Sheet IR -4.01 ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, stainless steel, adjustable 50-330 arc, 360 non -reversing full -circle 04 ♦ Rain Bird 7005 -SS 55 50 3.80 39' See Detail F, Sheet IR -4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser �6 Rain Bird 7005 -SS 39 50 5.60 45' See Detail F, Sheet IR -4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser 18 Rain Bird 7005 -SS 12 50 6.60 49' See Detail F, Sheet IR -4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser 10 Rain Bird 7005 -SS 13 50 9.30 53' See Detail F, Sheet IR -4.01 ♦ Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser 12 Rain Bird 7005 -SS 12 50 11.1 57' See Detail F, Sheet IR -4.01 ♦ Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser �4 Rain Bird 7005 -SS 28 50 12.6 59' See Detail F, Sheet IR -4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser 18 ♦ Rain Bird 7005 -SS 29 50 16.1 63' See Detail F, Sheet IR -4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY DETAIL Rain Bird PEB 66 See Detail E, Sheet IR -4.01 Electric Remote Control Valve e Rain Bird 300-BPES-PRS-D 10 See Detail E, Sheet IR -4.01 CAD FILE 1307526-IP-New.dwg Electric Remote Control Valve, scrubber mechanism, SHEET 29 of 49 IRml■ 01 pressure regulator Rain Bird 44LRC 14 See Detail F, Sheet IR -4.01 1" Quick Coupler Valve, two piece body, locking cover Nibco F-617-0 Series 16 See Detail C, Sheet IR -4.02 Flanged Gate Valve Rainbird - PEB 1 See Detail K, Sheet IR -4.02 Master Valve 0 Rain Bird ESP-40MC 1 See Detail E, Sheet IR -4.02 Irrigation Controller, 40 stations, with stainless steel backboard mount. Refer to Specifications for Central Control components. © Rain Bird ESP-40MC 1 See Detail E, Sheet IR -4.02 Irrigation Controller, 40 stations, with stainless steel backboard mount. Refer to Specifications for Central Control components. FS Rainbird FS 150P 1 See Detail F, Sheet IR -4.02 1 1/2" Flow Sensor Q Rain Bird Booster Pump 1 See Detail A, Sheet CD -1.04 Model: VM 13000208 BF Febco 825Y 2" 1 See Detail C, Sheet IR -4.01 Reduced Pressure Backflow Preventer Irrigation Lateral Line: PVC Schedule 40 29,819 I.f. See Detail A, Sheet IR -4.01 --- --- ---- --- Irrigation Mainline: PVC Class 200 SDR 21 4,83011 See Detail A, Sheet IR -4.01 - - - - - - - - Pipe Sleeve: PVC Schedule 40 729 I.f. See Detail B, Sheet IR -4.01 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2 times diameter of the pipe. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout Valve Number Valve Flow #" Valve Size NDS 'AP f S.SHER% /f r o 11/30/11 STArEOFCa% THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation =3CD W C M W Co Q Q m O N L LL L N C13 U) cc H M m V D. E O 1�1 E m _ o U Q Q � CM 0, v Q) ii it CL N I o IJV m �... CW mca v W Cl) to D e[ V- Ln O ee . 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REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET 29 of 49 IRml■ 01 ;Z7 `i;' rF E-'t5.�..�..:---._._.`---`------- - _ L -t — - --------- \—Zl— v- 7� k" J xj 01 LLJ i U I A -4 174 if 1 4 i,,: < QUIET B1 4 MAINLINE ROUTING PLAN IRRIGATION POINT - OF CONNECTION PER SHEET UT -1.01 �� � ,moo �• �� - o-/, :� � �� � A 54 'g- 4 m v INtivl M r LIMIT OF WORK j 'N L4� TAW I ij` iii (Z) i I 41 Lu X 1i JAArOUNT 0 IN 0 40 80 120 feet 7wvm%mrmm7 SCALE: 1"ll 1/ NORTH Q S CA D: - 414 SALRRo4o 11/30/11 Dl TEO c p THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation Q Wd' C) uj LL m < W 0 x — LL F— oci co 0 0 U') cu M IL 0 E A c1j C-) 0 CL cts C:, cl LO TI (=> 00 "15 > U.) u- 2 (D C; A01 qtr o Lo kLo 0 z 8 co ll 0- Eu E z 0 0 z • 0 F- D Lu Z w z uj z 0 z U) Lu w 0 NO. REVISION DATE —4— I i 4-J jul PROJECT MANAGER LIEF McKAY DRAWN BY —FCHECKED AK BY ms DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET. M of 49 IR=2001 NOT A PART SEE FIRE STATION DRAWINGS FOR =-,146 RMATION IN THIS EA A, 4— f0 J, bill JAArOUNT 0 IN 0 40 80 120 feet 7wvm%mrmm7 SCALE: 1"ll 1/ NORTH Q S CA D: - 414 SALRRo4o 11/30/11 Dl TEO c p THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation Q Wd' C) uj LL m < W 0 x — LL F— oci co 0 0 U') cu M IL 0 E A c1j C-) 0 CL cts C:, cl LO TI (=> 00 "15 > U.) u- 2 (D C; A01 qtr o Lo kLo 0 z 8 co ll 0- Eu E z 0 0 z • 0 F- D Lu Z w z uj z 0 z U) Lu w 0 NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY —FCHECKED AK BY ms DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET. M of 49 IR=2001 4 --` 185 It1 �8 Jr (� 3 " 1 t ( 1„ �. a!4 rj - _ 18S 1Q� S . 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VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation w°~- (Do — W � M LL cy) W X Q Q Q0 x-0 LL a05� a� >- m0 ca F-a�m �1 •� 5 Q Q) S Q � N 0 10rn i2. o Lu � _ m J C C cm CD v C v CDo "' $ 0 N LO 0 cn C L m e to t[j C o Ln co 0 cr, Lm V 0 U Q IL 0 O LL ce ' 0 m c� a. W Z 0Z W Z 0 !f< 0 uiN w 0 NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET 32 of 49 IRm3802_ d �1.8S c- 30.4 15.2 --_- ---_--_ _ _ _-----_654 3/4» 3/4» @4 @4 fi 1» 3/4' 3/4" @4 a . 1@ 2" 11/4» 2 IO W W @4 W W �4 (n U) W W W•W EO Q 2 ZZ 14 s@6 - 44" Q Q � 1Y4» Al 8 ti 4e r. IRRIGATION PLAN -AREA 'C 11.2 19.0 I @8 3/4"° .. �4" 2W 2» l 1Ya" 1" x"'12, C3/4' .t �� • r 1 r � @4 1Y4» 0 20 40 60 feet SCALE: 1"=20' NORTH 12 REVISION DATE i, h}iii@ i � , 12""NA TER PROJECT MANAGER LIEF McKAY ,-lot i CHECKED BY MS DATE February 26, 2010 3/4" _ 1.2..._ 1" , .r�f1 _ _ _ - 3R . I�Atg i 10 10 12 0 i f skpla ► f 69')"_� •►,/B-2\33.6 » ` , 3/4 �•�. t -g- Y4„. 12 1A" 3 » 3/421 /4 $ ”*•�� 3/4» �`$ 10 10 4:w31 Z - .. 12 8 B-1 $7.9 `r69 »I 0-8,-,'10 10 /4 r$ zt 1X2 - ' 1 Y2' 3/4" 10 10 I A -36 19.8 1%4'1 1 N I @8 3/4"° .. �4" 2W 2» l 1Ya" 1" x"'12, C3/4' .t �� • r 1 r � @4 1Y4» 0 20 40 60 feet SCALE: 1"=20' NORTH 12 REVISION DATE 8 h}iii@ � PROJECT MANAGER LIEF McKAY ,-lot i CHECKED BY MS DATE February 26, 2010 3/4" w°3•i SHEET: M of 49 1Rm3w03 .r�f1 �. 3R . I�Atg i i f skpla ► @8 •►,/B-2\33.6 1y" 4:w31 B-1 $7.9 1» zt 1X2 - A -36 19.8 1%4'1 1 N @$ a A-35 33.0 1%2" 1 A-34 9.8 1" /A -33\i x.80 A-32 9.30 t ��Q�p,NDSCAp �c\ SvIERRO� �'A �•f{x 11/30/11 •r"•d Del. � /a ' Dd• STATE OF C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS_ RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation w°~- �o — W M LL In W Y Q Q m L LL F— L Q� � m V C- E O LL C>� E o m M Q CON O Q" E 0 O W N CD LIM J m co W U) V O a oiI€ � •— LA g ai I i g i11' O cn O $ •� N y <XI m + � o .cm M m c e s o L j •�CO T •1•J U-) 00 R � o e M n: Lft e V 0 U a C j O p� O Q O Z m.�• W z Z O Z F-- W � V NO. REVISION DATE ��Q�p,NDSCAp �c\ SvIERRO� �'A �•f{x 11/30/11 •r"•d Del. � /a ' Dd• STATE OF C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS_ RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation w°~- �o — W M LL In W Y Q Q m L LL F— L Q� � m V C- E O LL C>� E o m M Q CON O Q" E 0 O W N CD LIM J m co W U) V O a oiI€ � •— LA g ai I i g i11' O cn O $ •� N y <XI m + � o .cm M m c e s o L j •�CO T •1•J U-) 00 R � o e M n: Lft e V 0 U a C j O p� O Q O Z m.�• W z Z O Z F-- W � V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FlLE 1307526-IP-New.dwg JOB NUMBER 1347526 SHEET: M of 49 1Rm3w03 W W Lu W C/) (n /rW/^� �L�U}55.5 B-5 VJ VJ r]N W W 33.3 B-6 3� Z Z— :3 11/w 41 _ = 72 3„_ U U 100/'B-7\ Q •5 L 699 69! � V C7 52.0 B-8 699 M- M / ` t� ... •,��� ✓' CONTROLLER LOCATIO 1„ PROVIDE 120 VAC TO (2 W W 1-6" r/`� CONTROLLERS. PULL A WIRES TO THIS LOCATI L41>.: lY2 SPECIFICATIONS FOR C CONTROL COMPONENI W W INFORMATION. W•W ED ZZ i ., 700, T �T� • 1 , -41 3/4 Vsa 14 6» 1Y4"6 p 6 699 a tI / 1„ 699 \` _ 18S' . /4” 04 04 3/4 k 22$' t A i y # 3/4” 04 IRRIGATION PLAN - AREAD' 10 10 3/4" 10 112 x.10 10 10 . 1 10 » `1� 4 I. \ 344 10 �� "3/4".'. �� 1p 10 7 3/4 j 1Y4„ -10 3/4" to 8 N��12, 3/4" 10 {` 1" 12 04 3/4" „. ,041 04 3/4" �??? • V44" 3/41P10 /4» t 10 10 0 3/4,r 3/410- It 1" 2" ,�: ° i A-31 35.1 1011 �. 3/4 1 ,� 3/4» 3/4;. 1X2w P 3/4" . P` �� ;/4" 04 3/4 04J y/4 .8 r -483` `- /1 " \meq • e r a A jf w b N y �i�}'��1'�-r. .-{r}t G� Kl4 3/4 �< 8S 18S 8SIt SEE ALVE ORAL 3/4 tNaKx 18S s { rt t ti 18S 18S ' fit.. 04 1Y e 3/4" 18S89 18s- 3/4" 1J88-:1, �1. 3/4" lbs r8S : x.00 A-24 04KIP�t �\ Wit, �\ i �4" _ • z 18S i> A-16 19. 06 A-15 12.6 MATCHLINE 'C' SEE SHEET IR -3.04 IL aA 1" A „ 10_, 4 T7 04 08 „ :a - - -; _yrs _� ^ - •_ 12 3/4" 3" _ A-30- 37.7 1 w " 3/4 3/4'"•. 2» to 3/4 _.,. ° "71. dI 1A' \ \ � 10 10 15 10 10 $ 10 3/4"7 \�15 3/4 \ " 'el. 3/4 \ Ay�p #L 3/4 1" 10' I' 10 10 10 �.z3 f 3/4" 11» 3/41v 3/4'"„ 0 >;r 1 . 10 � 3/4 3/4" 10 r -----t-,- 0 20 40 60 feet SCALE: 111=20' 1 Y2� 3/4" _ 16 NORTH 38.4 3.50 ODSCAP f4 �.SHERROp yi\ Ddo sJ■■ahn. STgTE THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation ■ W C- WLL co M U) 0-) W Q Q L U F r - N m LO Cu T— m va N` a 0 co r � ID E rn g Q � N E J E L cc O � LJ1 H � � � m C J — lli CA v I Co `n NMI C --LO 0 n o ! L• - DO 65 � d- r 12 — a PI ■ a s AA''If" '— 4) _� o 4713 Lia O L[) CA O folk, • O Lc) DO CD o ; a- g E !9 V E U Q Q IL 0 0 0 Q 0 m a_ WZ z O Z �= i W NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET-. 34 of 49 I Rm3 ■ 04 i 6„ 6„ • 1" 211 / 6„ 06 _. 'j /411 ,., _ _ -12- / ,2 1Y2" 2' / 12 . 12 • / 699 , ` t5 1Y4" 10 3/4'V / x� 1" 10 FS 12 15 lY4" M 3/4" I 15 69 -- TANK � n & Alk— t • MATCHLINE 'D' SEE SHEET IR -3.04 AM • MATCHLINE 'D' SEE SHEET IR -3.05 - ; 22S.wi. f 3/41. 22S I 'i 3/4 3/41 j 11 22S '3 i i, } ;i 30S f 3/4.1 0 20 40 60 feet IRRIGATION PLAN - AREA'E' ru%r%=rmm7 SCALE: 1"=29 NORTH S�O`pNDSCA PIr S-sKRRo tiI t REVISION DATE t PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 - ; 22S.wi. f 3/41. 22S I 'i 3/4 3/41 j 11 22S '3 i i, } ;i 30S f 3/4.1 0 20 40 60 feet IRRIGATION PLAN - AREA'E' ru%r%=rmm7 SCALE: 1"=29 NORTH S�O`pNDSCA PIr S-sKRRo tiI t NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 11/30/ 1 s} 11eN �, 1 .. sT4 OF THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a Califomia Corporation ■ W a ( o — W c M Q W Y �U �ew X� MQ0 W 75 L t�i L 5 F— L O J r- E M ® 0Ltt ik r� N= EC C m V U CD O a0 O w y CID v N M z I� I O ``O^^ cn •> cn U rIDQ I }� v' _ C; : ii O m c =3 U L� T ''c^) V! DO 1O > R CO M a O Vm `o U Q a W 0 O Q 0 Z m 0.. C r W�r t r z !� o_ W ' z I— f O C C W C C f NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FlLE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET: m Of a IR.■3mO5 1 F e c s c c r u 0 0 C c 0 C a 3 C u u AfC u u a C i O U ".'. x9 < s9` Y f ♦'. l4� Elrl. tilt LAIM& All POP Lr_ rb _ Q .can IRRIGATION HEADS City of Bakersfield Standard Plan No. L-8 SCALE: NTS 1.r.i1iLI o VALVE ■ 13.L < v. �, •.a. a w. i;-�°� '°i•ffx4°mss i J come ELEVATION o THRUST BLOCKS City of Bakersfield Standard Plan No. L-5 SCALE: NTS rrs i.fw! r c f.w L Twi vm I %3. '4 rw•roww "L 4 (0.4 !fit-taF'-t�Y C�i.Y #'-cf - Y LAS n r =.e -. .�a �; r� '�#. i}. �� A •_. �� � .! r'a°f � Aar` ,t o4►Y Ikmwscw '4r f 4A/ (0,14 f i 44104 N3'1 _ ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL City of Bakersfield Standard Plan No. L-3 SCALE: NTS A PIPING, TRENCHING, AND BACKFILL City of Bakersfield Standard Plan No. L-2 SCALE: NTS �Q�,pNDSCAP f4 ��5 S SHERRO� '111 o 41 11 30 11 Fb 44 tEOF Cpj/ THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHAT L BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation cl• W a o —W nth U N (A W Y Q Q Q0 x-0 m i 5 V. i r N m 0 ca r m 0 va �® a �� ) C3 _A o -� to cn _ N O V .4 `c�i -a ca h N it ''C O v VJ N'T -oi C3 'T O in CO ' U N U —Q �0, z 4) �� o Mm t31 cn C R LO — O M d '� 0 V U 0 U Q a o J o o 0 = z V W z < W 0 �r o �•w V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-ID.dwg JOB NUMBER 1307526 SHEET: 36 of 49 IRm4001 L NOT USED NTS I4- /il41- /I14� // I I�� /�II4- /�il�� // tl�� /�II0� 30 -INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (10F 2) ID TAG VALVE BOX FINISH SURFACE/TOP OF PAD CONTROLLER WIRE (WHITE COMMON) CONTROLLER WIRE (NON-WHITE HOT). WIRE TO MASTER VALVE STATION ON CONTROLLER(S). MASTER REMOTE CONTROL VALVE BRICK (1 OF 4) 4" CAST IRON FLANGED PIPE 6" PVC SERVICE LINE UMP 3" MIN. DEPTH OF 3/4" WASHED CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. _ K MASTER VALVE NTS LATERAL LINE, SIZE OF LATERAL LINE SHALL EQUAL VALVE SIZE, TYP. VERIFY SIZING ON PLAN. MANIFOLD MAIN LINE, SEE PLAN FOR SIZING, TYP. REMOTE CONTROL VALVE, SIZE PER PLAN, TYP. SEE IRRIGATION LEGEND ISOLATION VALVE. SEE IRRIGATION LEGEND. – (� }-� QUICK COUPLER. SEE IRRIGATION C LEGEND. �r-------------------5 -f— SYSTEM MAINLINE. PLANTER EDGE OF WALK, CURB, WALL ETC. .' PAVEMENT MANIFOLD GROUP SCHEMATIC " REMOTE CONTROL VALVE, SIZE PER MI / ' ' , ' ' , ' PLAN, TYP. SEE IRRIGATION LEGEND ISOLATION VALVE. SEE IRRIGATION RCVRCV RCV GV LEGEND. QUICK COUPLER. SEE IRRIGATION LEGEND. .PLANTER • .' °'. ' PAVEMENT EDGE OF WALK, CURB, WALL ETC. ACTUAL VALVE BOX PLACEMENT NOTES: 1. ALL VALVES SHALL BE RUN OFF A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE DIAGRAM. 2. ALL BOXES SHALL BE SQUARE TO ONE ANOTHER, AND TO EDGES OF ADJACENT FIXED OBJECTS. 3. ALL VALVE BOXES SHALL BE SET 2" ABOVE FINISH GRADE. 4. SEE IRRIGATION PLAN FOR MAINLINE PIPE SIZING. J VALVE BOX LAYOUT IN PLANTERS NTS I TREE ROOT BUBBLER NTS STEP 1 SLIP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITH SEALER STEP 2 PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE PULL BASE SOCKET OVER END AS FAR AS POSSIBLE STEP 3 -- PUSH SEALING PLUG INTO BASE SOCKET STEP 4 -o WIRE CONNECTIONS PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION 3M DBY SPLICE KIT WIRE CONNECTOR OR APPROVED EQUAL. NTS VALVE BOX WITH LOCKING LID MARKED "P.R." FG i -'. -'7- UNION PRESSURE REGULATOR PVC MALE ADAPTOR (2 REQUIRED) PVC MAINLINE ';, BRICK (10F 4) j rt �-'"�`� t-) G 0 `�1 ONE CUBIC FOOT OF 3/4" CRUSHED ROCK. NOTES: 1. INSTALL VALVE BOX SO THAT THE TOP OF COVER IS 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS. ^ PRESSURE REGULATING VALVE V NTS PVC MALE ADAPTERS, WHEN REQUIRED (2). JUMBO PLASTIC VALVE BOX WITH 2 - 6" EXTENSIONS 81 LOCKING COVER. FINISH GRADE. –� "t, . DATE SIZE OF 14 GA OF CONDUIT WIRES, ALL MAINLINE. Y4' CRUSHED PROJECT MANAGER LIEF McKAY AGGREGATE 1-1/4" NO VAL r FLOW SENSOR. MATCH DIRECTION OF FLOW. WATERPROOF CONNECTORS. 1" TURF AREAS 2" SHRUB AREAS 2 CONDUCTOR SHIELDED CABLES. CONNECT TO TRANSMITTER. JUMBO VALVE BOX. BRICKS. ONE AT EACH CORNER OF JUMBO VALVE BOX. VALVE BOX EXTENSION. NOTES: 1. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER IF CONTROLLER ALLOWS. 2. IF IRRIGATION CONTROLLER IS NOT COMPATIBLE WITH FLOW SENSOR, CONTRACTOR SHALL PROVIDE AND INSTALL WIRING TO A FLOW MONITOR (DATA INDUSTRIAL MODEL 1500 OR EQUAL). 3. IF MULTIPLE CONTROLLERS ARE REQUIRED FOR ONE POINT OF CONNECTION ON SITE, CONTRACTOR SHALL PROVIDE RELAYS AND RELAY WIRES AS REQUIRED BY FLOW SENSOR MANUFACTURER TO CONNECT ALL CONTROLLERS SPECIFIED TO THE FLOW MONITOR. F FLOW SENSOR .� NTS CONDUIT SIZING CHART FOR 14 GAUGE OF CONTROL WIRES NUMBER OF DATE SIZE OF 14 GA OF CONDUIT WIRES, ALL REQUIRED INCLUSIVE PROJECT MANAGER LIEF McKAY 1-11 1-1/4" 12-20 1-1/2" 21-28 2" 2945 2-1/2" 46-60 3" 24" MIN. BEYOND FACE OF BLDG. OR -_ EDGE OF PAVING. INTERIOR WALL CONTROLLER ON S/S BACKBOARD. INSTALL PER MFG. INSTRUCTIONS. 24V CONTROL WIRES IN RIGID STEEL CONDUIT, TYPICAL. FINISH SURFACE PVC COATED GALV. LONG SWEEP ELL TxS PVC ADAPTER NOTES: SCH. 40 PVC CONDUIT 1. CONDUIT DIAMETER SHALL BE PER SIZING CHART ABOVE. ENLARGE HOLE IN THE BOTTOM OF THE IRRIGATION CONTROLLER AS NECESSARY TO ACCOMMODATE A LINE SIZED BUSHING. 120V POWER SOURCE SHALL BE AS SHOWN ON THE LANDSCAPE OR ELECTRICAL PLANS. _ E INTERIOR WALL MOUNTED CONTROLLER NTS _ D NOT USED NTS M J WQ Jw CL a z_ Y�(Q NOTES: A. ALL GATE VALVES SHALL BE AWWA, FLANGED. B. USE DUCTILE IRON BOLTS ON FLANGES, TYP. -O GATE VALVE - FLANGED SET VALVE BOX FLUSH WITH FINISH GRADE VALVE BOX WITH CAST IRON LOCKING COVER EMBOSSED "GV" 12" DIAM. P.V.C. RIGID SLEEVE 24" TO 30" LONG, SDR 35 1/4" MESH GALVANIZED HARDWARE WIRE GOPHER SCREEN 2-2'x4"x24" RECYCLED PLASTIC SUPPORT BLOCKS UNDER LONG AXIS OF VALVE BOX 1-1/2 CUBIC FEET OF 3/4" GRAVEL MAINLINE LINE SIZED FLANGE FITTING ON END OF MAINLINE LINE SIZED FLANGED GATE VALVE, NTS CONCRETE VALVE BOX WITH CAST IRON LOCKING COVER EMBOSSED "G.V." PER NOTICE TO CONTRACTORS. SET VALVE BOX FLUSH WITH FINISH GRADE FINISH GRADE 8"0 P.V.C. SLEEVE 18" LONG COMMON BRICK, ONE AT EACH CORNER FOR SUPPORT. 1-1/2 CUBIC FEET OF 3/4" GRAVEL KEEP GRAVEL 3 INCHES CLEAR OF MAIN LINE MAIN LINE SCHEDULE 40 P.V.C. MALE ADAPTER AT EACH SIDE OF GATE VALVE LINE SIZED GATE VALVE B GATE VALVE - THREADED ...._ NTS NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. A BALL VALVE NTS EXTENSION FOR IT METER BOX. SIZE AS REQUIRED. FINISH GRADE BALL VALVE SCHEDULE 40 PVC MALE ADAPTER. 12" ROUND METER BOX. THREE COMMON BRICKS FOR SUPPORT. PRESSURIZED MAINLINE PVC PIPE. 3/4" CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. NO. REVISION DATE ���pNDSCq 4, cy\! PROJECT MANAGER LIEF McKAY �S.SHERRp�� CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-ID.dwg JOB NUMBER 1307526 SHEET 37 of 49 lRm4mO2 {x 11/30/11 l STATE OF Com,, THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL. OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS_ RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation CL o W — W M Q Q W O II x 75 — — 4— LL n 1-- LLnf"- i N m Lo Cc va E "0 c E U N Q CD .� 0 Q E m CL O W y � CHto CU� E O c.; wr 0 a i LO zz ■It 0 cl) Do vJ V" L ■ No I w` w Z Imo. E rn i > = M cn LoLo o �r � o MOWN ' R Ln a co 0 .. i s /f t j d - W Lm e V 0 E 0 U 0 vJ 0 W • 0 0 _ z Lli 0 C c W Q ` zI- 0u � u V♦ d 0 W' u V d C a F v NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-ID.dwg JOB NUMBER 1307526 SHEET 37 of 49 lRm4mO2 2 a At c de c r Q a C C 3 a c v C u u 2 c F v u C PLANTING NOTES A. PLANT LIST IS FOR CONVENIENCE OF CONTRACTOR ONLY. IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND THE LIST, PLANS SHALL PREVAIL. B. PLANT LOCATIONS SHOWN ON THE PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL LOCATE ALL PLANT MATERIAL UNDER THE DIRECTION OF THE AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING HOLE EXCAVATION. C. THE AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANTING LAYOUT AS WORK PROGRESSES. D. ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED UNLESS OTHERWISE NOTED. E. CONTRACTOR SHALL INSTALL A 3" THICK LAYER OF OWNER -APPROVED MULCH IN ALL PLANTING AREAS. F. CONTRACTOR SHALL PROVIDE CONCRETE MOW CURB PER PLANS AND SPECIFICATIONS BETWEEN ALL TURF AND SHRUB/GROUNDCOVER AREAS UNLESS OTHERWISE NOTED. 0 i a PLANT SCHEDULE TREES BOTANICAL COMMON CONT QTY DETAIL REFERENCE LO Arbutus x ' Marina' Arbutus Standard 24"box 21 See Detail A, Sheet PL -3.01 00o Comus x rutgersensis 'Stellar Pink' Pink Flowering Stellar Dogwood 24"box 22 See Detail A, Sheet PL -3.01 0000000p00 O 0 0 • 0 O 0O 000000000000 Gleditsia triacanthos 'Inermis' Thornless Honey Locust 24"box 30 See Detail A, Sheet PL -3.01 Lagerstroemia x 'Tuskegee' Tuskegee Crape Myrtle Multi -Trunk 24"box 10 See Detail A, Sheet PL -3.01 O Liquidambar styraciflua 'Rotundiloba` TM Round -Lobed Sweet Gum 24"box 10 See Detail A, Sheet PL -3.01 o E Liriodendron tulipifera Tulip Tree 24"box -31 See Detail A, Sheet PL -3.01 • Magnolia grandiflora 'D.D. Blanchard' TM Southern Magnolia 24"box 8 See Detail A, Sheet PL -3.01 Pistacia chinensis Keith Davey Keith Davey Chinese Pistache 24"box 8 See Detail A, Sheet PL -3.01 • Platanus acerifolia Columbia' London Plane Tree 24"box 18 See Detail A, Sheet PL -3.01 W Quercus lobata Valley Oak 24"box 6 See Detail A, Sheet PL -3.01 a • Quercus virginiana Southern Live Oak 24"box 11 See Detail A, Sheet PL -3.01 Ulmus parvifolia 'Sempervirens' Chinese Evergreen Elm 24"box 27 See Detail A, Sheet PL -3.01 SHRUBS BOTANICAL COMMON CONT QTY st o Berberis thunbergii 'Rose Glow Rosy Glow Barberry 5 gal 125 See Detail A, Sheet PL -3.01 Callistemon citrinus 'Little John' Dwarf Bottle Brush 1 gal 35 See Detail A, Sheet PL -3.01 Ceanothus x 'Joyce Coulter Ceanothus Joyce Coulter 5 gal 50 See Detail A, Sheet PL -3.01 t' 7 Escallonia exoniensis ' Fradesii' Pink Escallonia 5 gal 18 See Detail A, Sheet PL -3.01 Grevillea lanigera 'Mt. Tamboritha' Mt. Tamboritha Woolly Grevillea 5 gal 105 See Detail A, Sheet PL -3.01 GHemerocallis x'Little Business' Little Business Daylily 1 gal 240 See Detail A, Sheet PL -3.01 ii Hemerocallis x 'Monold' Starburst Double Gold Evergreen Daylily 1 gal 472 See Detail A, Sheet PL -3.01 OPhormium tenax 'Rainbow Maiden' Rainbow Maiden New Zealand Flax 1 gal 293 See Detail A, Sheet PL -3.01 o` Phormium tenax 'Yellow Wave' New Zealand Flax 5 gal 108 See Detail A, Sheet PL -3.01 V Pittosporum tobira 'Variegata' Variegated Mock Orange 5 gal 92 See Detail A, Sheet PL -3.01 ePittosporum tobira 'Wheelers Dwarf' Dwarf Mock Orange 1 gal 82 See Detail A, Sheet PL -3.01 ORosa x 'Noamel' Flower Carpet Apple Blossom Ground Cover Rose 5 gal 120 See Detail A, Sheet PL -3.01 Rosa x 'Noaschnee' Flower Carpet White Groundcover Rose 5 gal 108 See Detail A, Sheet PL -3.01 GROUND COVERS BOTANICAL COMMON CONT QTY Arctostaphylos edmundsii 'Carmel Sur Carmel Sur Manzanita 1 gal@ 48" oc 566 See Details A & B, Sheet PL -3.01 Cotoneaster dammed 'Coral Beauty' Bearberry Cotoneaster JVL!/JttU tiU I ANIL:AL COMMON Turf Mix NCN Kentucky Bluegrass 33%, Creeping Red Fescue 33%, Unhulled Bermuda 34% 1 gal@ 48" oc 256 See Details A & B, Sheet PL -3.01 CONT QTY Hydroseed 426,664 sf VpNDSCAp �C� \`�? vS SNERRpa�\` o nom\\ { 11/30/11. 'aID STAT Cp THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation 0 W W ca a W X O M 0) LLUE'• m D LO L cc m U n - o x O NO. REVISION DATE a IW - c O � Z o x O O C)m CHECKED BY MS Z W 0W JOB NUMBER 1307526 W Z J W 0 z Z W (9 d1 � o E IG m CIA V 5 0 E Q. J L X00 # o W J 23 v I E C v T■ st o 4M O °? L i 0 •j Cn U; IR MIIiMII i ■ C cc CD Z i AA yy W r 0 V C o C T O LD ii Lo c o e M fl. o` IV 2- o V v LaE U a NO. REVISION DATE a IW - c O o Z o x ,6 O C)m CHECKED BY MS Z W 0W JOB NUMBER 1307526 W Z J W 0 z Z W (9 NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-PP.dwg JOB NUMBER 1307526 SHEET 38 Of 49 PLml■ 01 V L u 3 Y !V J Q N 0 h HARRk:i IF on"" R OA � "'0") <- - - - - _, _y. VV A• - .w ♦ > . -71Z. ;t -' • a M� , e• O / W W - - - > T' • .v- . a r� a .:q • - w' w. ' a. e - W W .- .. ._ a-_ - ... .. .y -. ::. - ••• ,•; - -• , ' '^ '^ _ W W ... a. •.:...... -. - • .a: :• a a Z J J- zz 000 clj C-4 :F - - ♦U U a. . „ .y , r - v.. • r , , .Y. , , a , r, ..a - a• ~ F.: a _ •a a r .-0 Q _ ,y b• - -i w W O _ . O w .. , .~ w w • .S .-. lt• ,. r - - • - a W01 W. - ♦ .... ... _ __.. -a _ ., t.. a --•'0 0 -r - i. T T t _ ... a _. - ... + , - _. , - c :. .. .,. _ •, - - . .• r a a - .z- - T , _ t r •.T ..w .. .. ., _ -MATCHL INE A SEE SHEET PL 2.01 _. CHLIA 2.02 MATNE SEE SHEET PL i :t 0 20 40 60 feet PLANTING PLAN - AREA W SCALE: 111=20' NORTH r- s�o�,�osc 4,p \\ S"ERRp yi\ {z 11 /3011 STATE 0 CPj THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL. BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS- RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation .j CL L M LL In wYaa �ce. cU QO X- L Ca a)- UF- co to cc � � r co v o. N o i o E m _ o Q. a & " c) a E o;_ . LuLu � m �.. C -2 Ccu m 01 O V 9■ u o In !• O (n C=3 # •' U) ll. .� Q M BINM I a r 12 121�_ 4D o a = cvj m c a `ct o O ll•^ $ ') !ti CA O - 4 -Ji QO 5 In�.- — c 0 ti Q. 4 M 01 s e V 'C O U Q a 0 0 LL 0 i ce 1 0 • — n ii W z W Z z O W CL NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-PP.dwg JOB NUMBER 1307526 SHEET: 39 of 49 PLm2mOl ui W Q I— U) > Q H Z1 J O a� 0 r` IUD Y w CL 0 0 O m Lu Z W Z O F- m Lu tr 0 '2, /-- goir, C )a N :N _ J J• (L 0- w w cl) U) - WW m' m waw. - Z . Z U U.c. A A A _ - A F w•. c ©. Oc IV Z. U) U). co .:yam _ �:r: :✓{:,::'nr t.. �:,u?�� `\ 7. T �\ _-:T--.s...--•; �- ..F/' •.��:q .ii .���;r. fi,.-:r rid i%� � ham.. \\\\\ \\\\\\ \ U U•_ gip' �•<, _ -•� `� `:. \. y("::C `� \ \ \ \ \ \ . �-.{.iyyC�(�•�' '?- t V•-e°�%;,�j s, _v ll�-z:..,; AV Av\\\\v\v\\\. ,�M - - ,r• - �'- .r. c = O 0 - AOF t ••4; 0 20 40 60 feet PLANTING PLAN - AREA V SCALE: 1"=2Y NORTH '4*1'41 `"test �'z;ltf ams t 'moi dot etl s,'%t Y �sp pNDSCAPF � \ SHERROp� y�F\ { 11/30/11 1 IAdN.lol o.r. 1'E OF C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS_ SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W n' 3 C:) ,d— W ch LL cy) LL Q Q 11J� cU m� =3 FD L O U U.F— co �J r'- m � ca - m U n- E O # !� 1_ U O 7 U Q LS) N o UCL L — L .Q O U H � Lu N m N C') � -- o � o C/) V- :a W—w" IV r o 4 < m % _ g r o Li CO o - 00 CO o c"" a O Vm E O m U Q lig a < 0. Q cl W O 1 M0 z W z 0 w z Z z /a V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-PP.dwg JOB NUMBER 1307526 SHEET: 42 of 49 PL=2mO4 • .■■.II. 0 20 40 60 feet PLANTING PLAN - AREAE' %%nam=7 SCALE: 1"=29 NORTH Z55,`pNDSCAPf4 gNERRo t� 401 { 11/30/11 �> d Doli ` Dub ST \E q TE OF c p THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTINTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W d =3 o —W s`M LL m W � c U Q0 x� L V H co a� m � cu T- m va E coco a� bC) a, E M U Q � N O U .� CL vt 0 O W tn N Lm _ �C o� Q) C/) C z o v CLO 0 0 ^ U VJ V cts i■ L m O 2 c; Ln mi C 0 L 4 -0u -) co o Ma o V s U 6 WCL o i� o � o < 0 m ru Z W Z Z fO 7 Vi Q W J V NO. REVISION DATE x . .... . . . . .. H IN SHEET PL -2.04 MATC L E D SEE S EE 1- - _ _ 205M HLINE D EE SH ETP AI T PROJECT MANAGER LIEF McKAY 71, • .■■.II. 0 20 40 60 feet PLANTING PLAN - AREAE' %%nam=7 SCALE: 1"=29 NORTH Z55,`pNDSCAPf4 gNERRo t� 401 { 11/30/11 �> d Doli ` Dub ST \E q TE OF c p THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTINTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W d =3 o —W s`M LL m W � c U Q0 x� L V H co a� m � cu T- m va E coco a� bC) a, E M U Q � N O U .� CL vt 0 O W tn N Lm _ �C o� Q) C/) C z o v CLO 0 0 ^ U VJ V cts i■ L m O 2 c; Ln mi C 0 L 4 -0u -) co o Ma o V s U 6 WCL o i� o � o < 0 m ru Z W Z Z fO 7 Vi Q W J V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-PP.dwg JOB NUMBER 1307526 SHEET: 43 of 49 PL�2mO5_ H NOT USED SCALE:NTS -o -o NOT USED NOT USED SCALE:NTS SCALE:NTS E NOT USED SCALE:NTS _D NOT USED SCALE:NTS -o NOT USED SCALE:NTS GROUND COVER SHALL BE TRIANGULAR SPACED PER O.C. SPACING ON PLANTING LEGEND AND/OR PLANTING PLAN -t--- 1/2 SPACING FROM EDGE OF WALK, BACK OF CURB, OR BUILDING FACE EDGE OF PLANTING AREA _GROUNDCOVER LAYOUT SCALE:NTS ♦ $u J4.111 OR r; I x M A TREE AND SHRUB PLANTING City of Bakersfield Standard Plan No. L-10 SCALE: NTS S�Q�pNDSCgp ,\ 0HERR00\� 31p�dr• { 1130�11 IF Dob slA TE OF C p THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2010 RRM is a California Corporation W 0~. :3o W c:LL m ch W Q Q a0X� m�:3 U. W m Lc) cc v o. 0 r li � C> E m _ o 0 U Q- E O w h N it c ca mJ cn to Z EC>N M 4D C l 111 2 U') o 0 co ! 1 • ` CO ■I ■II I ! 9!I A'r o 2 cj wp c .� LLo m .�CO OTd7 8 e •�� U.,co R C.0 O L. e V 0 0 U Q a 0 � • W m r n 0 Z r1iZ W Z Z O I W V NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 1307526-PD.dwg JOB NUMBER 1307526 SHEET: 44 Of 49 PLm3001 N ti U a a z U LLI w a. W 0 U) z Q F - z D O m rn 0 ti Y a O 0 O m 0 W z W z O m Lu t� U mt° 02 FESS/ a �Z Wo'Mod 0 �pM A. p old d W w M� ° 757 _J pO�O p ZW nOavOL �\ TR��P �P J L U OF CpL�F� �= m U)Oa EXPIRES: 06/30/09 W a THOMA #07-8166 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WI TH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation W ao W = ce) co 13 U) > 6) W Q O x zs m t�' L � L N !- m � CU �aT-m V E EW 0 07> Q U V J Lci �cn O ULj 0 .H o J m ^^c' C W � A 0 65 . _ cz Lj� L - 4 ■ rEE j,� 4) � ch � c no } Lo � o i a 0 L � V 0 a a � a Q O 0 z o zQ � = W ^Q o 0 w C) = J W W Z z -�a. z WWW. 0U� U) Z vJ Z LUW I I i i i I i I t N0. REVISION DATE PROJECT MANAGER C.J. _ DRAWN BY CHECKED BY H.W. J.D. DATE February 26, 2010 _ CAD FILE - GROUND RINGS NOT SHOWN. GENERAL NOTES 07-8166_E10.dwg SERVICE EQUIPMENT SEE 2007 CEC 250(A)(5)(4). ENCLOSURE FULL _ LENGTH NEUTRAL BUS - PLATE ELECTRODES NOT 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET SHOWN. SEE 2007 CEC 250 FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) (A)(6). OF THE FOLLOWING PUBLICATIONS: r - SERVICE EQUIPMENT ENCLOSURE FULL A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2004 NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE, LENGTH GROUND BUS COPPER GROUND BONDING UNIFORM BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS AS APPLICABLE. I JUMPER. OCCURRING AT SERVICE - PEDESTAL MOUNTED METER/MAIN ENTRANCE EQUIPMENT. SIZED PER B. AMERICANS WITH DISABILITIES ACT (ADA). (SEE DETAIL 1/E3.0) #4 COPPER 2007 CEC TABLE 250.66. GROUND TO 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD TELECOM ROOM FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES 200A GROUND BARS COPPER GROUNDING ZED PER 2007 AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR 3P ND. BAR THE JOB SITE. I I COCDUCTOER2SI 66 #4 G N ( #4 COPPER GROUNDING CONDUCTOR PER 2007 CEC 3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT E. - - - -A---- - - - -� SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL DESTINATIONS PER 20D7 CEC 250.50 CONDUIT ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). - #4 GROUNDING ELECTRODES "LIFER" GROUNDINGPER 2 PRESENT AT CONCRETE -ENCASED STRUCTURE/BUILDING CONDUCTOER R 2007 CEC 250,66(A)FOLLOWING 4. EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. USE THE PG&E SECONDARY ELECTRODE, 1/2" MIN. SHALL BE BONDED DIAMETER. PER 2007 CRITERIA FOR DETERMINING: SERVICE, SEE SITE- PLANS. CD 3"C. (4)#250 KCMIL + (1)#4 CU TOGETHER TO FORM THE CES 250.52(A)(3) GROUNDING ELECTRODE COPPER GROUNDING CONDUCTOR. SIZED PER 2007 A. FIXED EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT. GROUND. SYSTEM. WHERE CEC TABLE 250.122 B. FIXED EQUIPMENT ON STRUCTURE 45% OF OPERATING WEIGHT. I I C. EMERGENCY POWER EQUIPMENT ON GRADE 40% OF OPERATING WEIGHT. GROUNDING ELECTRODES D. EMERGENCY POWER EQUIPMENT ON STRUCTURE 60% OF OPERATING WEIGHT. IDENTIFIED IN 2007 CEC GROUND ROD" 5/8"DIA. X � "� 250.52(A)(1) THROUGH - 8FT ELECTRODE PER 2007 EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4X THE ABOVE VALUES; FOR SIMULTANEOUS VERTICAL FORCE, USE 1/3X HORIZONTAL (A)(6) ARE NOT PRESENT I CEC 250.52(A)(5)(b) FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD AT STRUCTURE/BUILDING INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE AUTHORITY 200A PROVIDE ONE OR MORE "ROD AND PIPE ELECTRODES" HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD, ELECTRICAL CONTRACTOR SHALL, AT NO EXTRA COST TO THE OWNER, MODIFY OF THE ELECTRODES KPANEL AND JUSTIFY INSTALLATION AS REQUIRED TO GAIN APPROVAL. #2 •� 3P INDICATED. I "METAL BUILDING/STRUCTURE 3/4" MINIMUM PER 2007 CEC -1 2 R PANEL LOCATED IN RESTROOM BUILDING. (SEE PANEL SCHEDULE ON SHEET E-3.0) FRAME" PER 2007 CEC _ _ - � z50.52(A)(2) I - - 250.52(A)(5)(a)(b) 5. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER IF REQUIRED BY SERVING UTILITY COMPANY. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED BETWEEN BUILDINGS, SIGNAL _ BONDING OF "OTHER CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE #6 COPPER GROUND PER "METAL UNDERGROUND WATER METAL PIPING AND METAL CALLED FOR CABLE. PER 2007 CEC 250.53 _ PIPE" 3/4" MINIMUM PER 2007 WATER PIPE" PER 2007 ELECTRICAL SITE PLAN kEj CEC 250.52(A)(1) i CEC 250.104(A)(6) 1. CONTACT AND COORDINATE ALL REQUIREMENTS WITH EACH SERVING UTILITY COMPANY PRIOR TO SUBMITTING BID AND/OR STARING SUPPLEMENTAL CONSTRUCTION. ELECTRODE REQUIRED PER 120207 CEC 250.53 PG&E BRIAN MICKELSON (661) 398-5933 -j BONDING OF ______ _____ __ T - _____ "STRUCTURAL STEEL" PER 2. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS 2007 CEC 250.104(C) SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. SINGLE LINE DIA GRAM 3. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO GROUND /BOND DETAIL (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. 1EXCAVATION 2 4. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. 5. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. 6. SEE TRENCH DETAIL 4 ON SHEET E-3.0. / 4 \ LEGEND NOTE: INTERPRET IN CONTEXT / vv LIGHT FIXTURES CONDUIT/WIRE MISCELLANEOUS / � t < - �� - -- ---o OR POLE LIGHT - UNDERGROUND Q MO THERMOSTAT 5 o UPLIGHT �""'� NEW POWER HOMERUN CIRCUIT BREAKER / (3 HOTS & NEUT SHOWN) WRAP -`� FUSIBLE SWITCH 0 PHASE / \ t GROUND \ / ABBREVIATIONS o' SAFETY DISCONNECT A AMPERE GND GROUND P POLE CB CIRCUIT BREAKER GRS GALVANIZED RIGID STEEL (R) RELOCATE(D) CEC CA. ELECTRICAL CODE CKT CIRCUIT GWS GANGED WITH SWITCH TBR TO BE REMOVED C CONDUIT LTG LIGHTING TYP TYPICAL ENLARGED PLAN A T (E) EXISTING MC MECHANICAL CONTRACTOR UC UNDERCABINET EC ELECTRICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER UG UNDERGROUND SQUARE SHELTER � SEE DETAIL 2/E-3.0 / \ (EXN) (E) IN (N) LOCATION MLO MAIN LUGS ONLY LION UNLESS OTHERWISE NOTED (EXR) (E) TO BE (R) MSB MAIN SWITCHBOARD V VOLT f El 3 i � \ � (ER) EXISTING TO BE REMOVED VA VOLT AMPERES MCTB MAIN COMMUNICATION TERMINAL BOARD FUTURE SCALE: 1/8"=l -'O" (F) (N) NEW W WATT, WIRE i t GC GENERAL CONTRACTOR WP WEATHERPROOF (NEMA 3R) NIC NOT IN CONTRACT t t GFI GROUND FAULT CKT INTERRUPTER NL NIGHT LIGHT / GFI 0 W8P t a GND GROUND GRS GALVANIZED RIGID STEEL - 3/4"C (BRANCH CIRCUITS). SEE E-2.0 FOR CONTINUTION SHEET ' `. !S2f.' T T>- 1"C (FEEDERS). SEE SHEET `�� j E-2.0 FOR CONTINUTION ! I CONNECT TO BOOSTER PUMP t STATION IN STEEL ENCLOSURE- 60AS �� WP 3P t S4 13 GFI I BF 148"AFF 2 .' �, j S2 t 7 ��CONNECT tX: PRE -FAB RESTROOM TO SPLASH PAD. VERIFY EXACT LOCATION PRIOR TO O O t J 18 J ROUGH -IN. t t R-11 R-18 PROVIDE A TELEPHONE BACKBOARD 4' SQUARE. Wp 8 j i i 11 CONNECT TO IRRIGATION,,. a „ PAN FURNISHED BY BLDG CONTROL (REFER TO ° ~-k EL 'R \ / J 11 MANUFACTURER, EC TO CONNECT. LANDSCAPE DRAWINGS). 0-60 MINUTES SPRING T I I (SEE PANEL SCHEDULE). MOUNT WOUND TIMER IN \ ❑ I LIGHTING CONTACTOR AND TIME WEATHERPROOF COVERS \ � � �i CLOCK ABOVE PANELBOARD. LANDSCAPE AREA FOR ' I 13 \ 11" `�"S X17" PULL BOX. LABEL LID "LIGHTING" . �-�./ SEE DETAIL A/CD1.02 FOR EXACT LOCATION. L.V. WIRING BY OTHERS. 1 "C.O. TO SPLASH PAD FOR L.V. CONTROLS BY SPLASHPAD MOUNT HIGH AS PRACTICAL AT TYPICAL OF (2) . ( 2" TELEPHONE CONDUIT (SEE CONTRACTOR. (SEE SITE PLAN FOR MINIMUM 6'-0" AFF SITE PLAN FOR CONTINUATION) CONTINUATION.) FOR LIGHT FIXTURE AT CMU WALL. (TYPICAL OF 2) C6 3"C. FEEDER (SEE SITE PLAN FOR l .1. I CONTINUATION) ENLARGED PLAN AT ENLARGED PLAN AT ENLARGED PLAN AT EQUIPMENT ENCLOSURE HE1,XAGON ,SHELTER RESTROOM 4 SCALE: 1/8"=l -'O" SCALE: 1/8"= 1 -'0" SCALE: 1/8"=V-0" U mt° 02 FESS/ a �Z Wo'Mod 0 �pM A. p old d W w M� ° 757 _J pO�O p ZW nOavOL �\ TR��P �P J L U OF CpL�F� �= m U)Oa EXPIRES: 06/30/09 W a THOMA #07-8166 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WI TH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation W ao W = ce) co 13 U) > 6) W Q O x zs m t�' L � L N !- m � CU �aT-m V E EW 0 07> Q U V J Lci �cn O ULj 0 .H o J m ^^c' C W � A 0 65 . _ cz Lj� L - 4 ■ rEE j,� 4) � ch � c no } Lo � o i a 0 L � V 0 a a � a Q O 0 z o zQ � = W ^Q o 0 w C) = J W W Z z -�a. z WWW. 0U� U) Z vJ Z LUW I I i i i I i I t N0. REVISION DATE PROJECT MANAGER C.J. _ DRAWN BY CHECKED BY H.W. J.D. DATE February 26, 2010 _ CAD FILE N r - IU d z K:\DWGS\07-8166\07-8166_E10.dwg -Helen - Feb 24, 2010 - 1:55pm 07-8166_E10.dwg JOB NUMBER 1307526 SHEET: 45 of 49 E-1.0 N r - IU d z K:\DWGS\07-8166\07-8166_E10.dwg -Helen - Feb 24, 2010 - 1:55pm ROA,:) SI i �� 11 9 OFEEDER SCHEDULE 1. 2"C-(3)#10 THWN & (1)#10 CU GROUND HEXAGON SHADE STRUCTURE LIGHTS & PLUGS WITH (4)#8 THWN + (4)#10 THWN & (1)#10 CU GROUND. 2. 2"C-(2)#10 THWN & (1)#10 CU GROUND SQUARE SHADE STRUCTURE WITH (4)#8 THWN & (1)#10 CU GROUND. 3. 2"C. (4#8 THWN & (1)#10 CU GROUND. 4. 2"C-(5)#10 THWN WITH (2)#10 CU GROUND. 5. 1"C.-(3)#10 THWN & (1)#10 CU GROUND. 6. 3/4"C.-(2)#10 THWN & (1)#10 CU GROUND. TYPICAL BETWEEN ALL FIXTURES AND PULLBOXES. 7. 2"C.-(4)#8 THWN & (1)#10 CU GROUND. (BOOSTER PUMP) + (2)#10 THWN + (1)#10 CU GROUND (LIGHTS/PLUG). 8. 3"C (4)250 KCMIL & (1)#4 CU GROUND (PANEL R) 9. 1"C. (2)#10 & (1)#10 THWN & (1) CU GROUND. 10. 2"C. (2)#8 THWN & (1)#10 CU. GROUND. 11. 2"C. (4)#8 THWN + (4)#10 THWN & (1)#10 CU GROUND. 12. 1"C. (4)#10 THWN & (1)#10 CU GROUND. 13. 2"C.O. (SPARE) 14. 1 "C.O. COORDINATE WITH SPLASHPAD CONTRACTOR PRIOR TO ROUGH -IN. 4 PREFERENCE NOTES 1. EXISTING PADMOUNT TRANSFORMER FROM FIRE STATION PROJECT. 2. NEW METER PEDESTAL. (SEE SINGLE LINE DIAGRAM) 3. INTERCEPT AND EXTEND (1)5" CONDUIT FROM TRANSFORMER FOR SECONDARY SERVICE TO METER PEDESTAL PER PG&E REQUIREMENTS. 4. NEW FEEDER TO PANEL "R". 5. 17"x30" PULLBOX FLUSH IN GRADE. LABEL LID "ELECTRICAL". 6. RESTROOM PANEL "R". 7. INTERCEPT AND EXTEND EXISTING 2" CONDUIT FROM EXISTING PULLBOX AND RUN NEW 12 PAIR (UNDERGROUND RATED) TELEPHONE CABLE FROM EXISTING "MCTB" AT FIRE STATION TO TELEPHONE BACKBOARD AT NEW RESTROOM BUILDING. ADD (1) 2" C.O. AND LABEL "SPARE". 8. EXISTING LOCATION MAIN COMMUNICATION BACKBOARD, "MCTB" IN FIRE STATION. 9. EXISTING COMMUNICATION PULLBOX AT FIRE STATION. 10. FEEDER TO BOOSTER PUMP & BRANCH CIRCUIT AT ENCLOSURE. 11. EXISTING STREET LIGHTS TO REMAIN. 12. NIGHT AIM AT MONUMENT SIGN WITH OWNER PRIOR TO ROUGH -IN. 13. 11"x17" PULL BOX FLUSH IN GRADE. LABEL LID "LIGHTING". ELECTRICAL SITE PLAN - SCALE: 1 LANSCALE:1 "=40'-0" NORTH " 7 g .. N0. Z DATE cn IL 0 oto 0 �? WMR o �PM�Tti PROJECT MANAGER C.J. _ DRAWN BY :::CHECKED H.W. piU QIM9 ID V) 2 J W� Ww n11) � 0 10757 w z U _ J Zw a0 r 0000 v m FCTR \�P���Q Z o _ � FDF u) W 13 _ CA��F Cts" °2 o EXPIRES: 06/30/09 W v°, a THOMA #07-8166 W THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation u' W W :3 co LL cn� >0) Q Q W t� LL L 0 MM W L0 CU r IYl va OQ A 11 LLL �W 0 U = � � C N Q U .� u) O LL N O Lu W o 00 U it C 00CU N M O u o c G3 OU) pOp # - Q c N �✓ cm o o Zo c O K) � 0 > c U3EL M a 0 G 0 U N0. Z DATE J IL 0 0 0 W PROJECT MANAGER C.J. _ DRAWN BY :::CHECKED H.W. 00 U) 2 J C� Q w z U _ W (� Z o U u) W w J W N0. REVISION DATE PROJECT MANAGER C.J. _ DRAWN BY :::CHECKED H.W. BY J.D. _ DATE February 26, 2010 !_ CAD FILE 07-8166-E20.dwg JOB NUMBER 1307526 _ SHEET: W of 49 E-2.0 z Q z O rn 0 ti L0 Y CL O O m w z Lu z O _cn Lu w CD f� � OREFERENCE NOTES 1. STUB FOR FUTURE USE. FINISHED GRADE2. 5" PG&E SECONDARY SERVICE CONDUIT. (REFER TO LJ SITE PLAN) AC PAVING, HYDREL CAST BRONZE \ "'— TYPE "S3" FIXTURE 3. REINFORCED CONCRETE PAD. a o < < WHERE OCCURRING _ J -BOX 1414-12B I! Z I'l (25 CUBIC INCH) _ _ 4. 200 AMP METER PEDESTAL 120/208V, 30, 3 WIRE, I� TAPE CONCRETE (NON -REINFORCED) r NEMA 3R. B -LINE #CMP4421 MC -1 -- WARNING I I 5 �hZI 060 z N -I- NATIVE SOIL BACKFILL L – _ J 5. INTEGRAL BRANCH CIRCUITS. (SEE PANEL SCHEDULE). N Lp M o o I_� 6" MIN 6 6. LIGHTING CONTROL TIMECLOCK. (SEE DIAGRAM 12" �.: _ 0 T C D ; - „MIN. GRS 7 5/E-3.0). O 18 LEGEND N ROCK FREE FILL S SECONDARY MIN. GRS COUPLING 3 7. LIGHTING CONTACTORS. (SEE DIAGRAM 5/E-3.0). G L. OT TELEPHONE I FINISH GRADE OS GRS 90' BEDDING MATERIAL OC CABLE TV 1 -I Vi i , I� fi) I-III-III—� (I 2 N OD DISTRIBUTION \ N O GAS, WHERE P1VC MIN. � � ` OCCURRING •[ _----�� _--_—_ —� MIN 18" MIN GRS/PVC WATERTIGHT COUPLING TYPICAL TRENCH DETAIL SCALE: NTS K:\DWGS\07-8166\07-8166_E30.dwg - Helen - Feb 23, 2010 - 2:51 pm FIXTURE W O-Q_� Q FRONT ELEVATION OF TYPE S3 V MOUNTING i L) o. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166-E30.dwg DETAIL � LL SCALE: NTS OLE AND FIXTURE ER LIGHTING XTURE SCHEDULE 4SE COVER WITH RY PACK BELOW 4SEPLATE 3)#3 REBAR TIES WITHIN DP 5" OF CONCRETE, EE NOTE 3. 'ONCRETE BASE GALVANIZED ANCHOR BOLT BY EC; SIZE AND EMBED PER MANUFACTURER. TYPICAL OF 4 MINIMUM BETWEEN FEEL AND BELOW RADE OUTSIDE OF ONCRETE 4 VERTICAL REBAR, YPICAL OF 4 '3 REBAR TIES AT 12" iN CENTER VERTICALLY, YPICAL, SEE NOTE 3. TANDARD 180' J -HOOK AT BOTTOM OF VERTICAL REBAR, TYPICAL OF 4 NOTES: 1. GALVANIZED ANCHOR BOLTS & TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR BY GC. 2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND MINIMUM 24" BELOW FINISH GRADE. 3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX -BAR DIAMETER, BUT NOT LESS THAN 3 INCH, EXTENSION THAT ENGAGES THE LONGITUDINAL REINFORCEMENT AND PROJECTS INTO THE INTERIOR OF THE STIRRUP OR HOOP. FIXTURE TYPE S1 MOUNTING DETAIL TYPICAL W O-Q_� Q FRONT ELEVATION OF METER PEDESTAL, V SCALE: NTS a a a a a a o a a 4 & 4a a d � o 5/8"x18"x3" HOT DIPPED GALVANIZED L -TYPE ANCHOR BOLTS (4 PER POST) PROVIDE BASE WITH 1" CHAMFER AT 45' 1-1/2" POLE AND FIXTURE PER LIGHTING FIXTURE SCHEDULE BASE COVER WITH DRY PACK BELOW BASEPLATE (3)#3 REBAR TIES WITHIN TOP 5" OF CONCRETE11 , 1-1/2" SEE NOTE 3. 1-1/2" 24" CONCRETE BASE ' GALVANIZED ANCHOR BOLT 7. BY EC; SIZE AND EMBED PER MANUFACTURER. FINISH GRADE A TYPICAL OF 4 a `• Ad 48" NOTES: --- 24" -- 3" MINIMUM BETWEEN STEEL AND BELOW GRADE OUTSIDE OF CONCRETE #4 VERTICAL REBAR, TYPICAL OF 4 #3 REBAR TIES AT 12" ON CENTER VERTICALLY, TYPICAL, SEE NOTE 3. STANDARD 180' J -HOOK AT BOTTOM OF VERTICAL REBAR, TYPICAL OF 4 1. GALVANIZED ANCHOR BOLTS & TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR BY GC. 2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND MINIMUM 24" BELOW FINISH GRADE. 3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX -BAR DIAMETER, BUT NOT LESS THAN 3 INCH, EXTENSION THAT ENGAGES THE LONGITUDINAL REINFORCEMENT AND PROJECTS INTO THE INTERIOR OF THE STIRRUP OR HOOP. FIXTURE TYPE S5 MOUNTING DETAIL c; c.im gr ESSjpti . �z ''N Eo A. N;Po MU'Y( T W� M oto- IQ I �� E 0. 1 757 = J 00 p wt.',o agoo t �. � P F TR\��\P J 015! O U C` �o mlpn° LL XPIRES: 06/30/09 CL THOMA #07-8166 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation wo.�o — LL Uj W W O-Q_� Q M co Q sm o LL �m�cc V �m i L) o. CHECKED BY J.D. DATE February 26, 2010 NO. REVISION DATE sm o a 0. C CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166-E30.dwg Q) � LL O _j E != N � Q W J IL Q �% Np • GO� 0 a) J O^ 0 z C _ Z C o O+VIII, J U Z O c J � m Q) C O Un crS E ' co O W �f� LCA 0 O co c:1, L - � a co0 /� U')it p G3 +� cf) LO� � o L M a V c� U a NO. REVISION DATE a 0. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166-E30.dwg JOB NUMBER 1307526 SHEET: 47 of 40- O _j Cn � Q W J J • GO� Q 0 z V 1 W J U Z O , 1 1 W � / ' v' W NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166-E30.dwg JOB NUMBER 1307526 SHEET: 47 of 40- m U W W z V) 11 1' R -15a PARKING LOT LIGHTS R -17a PARKING LOT LIGHTS R-5 n , SQARE SHADE STRUCTURES R-7 n HEXAGON SHADE STRUCTURES R-9 n RECEPTACLES ® HEXAGON SHADE STRUCTURES R-16 n RESTROOM EXTERIOR BUILDING LIGHTS ❑REFERENCE NOTES 1. INTERMATIC #ET -8215C PROGRAMMABLE ELECTRONIC TIME SWITCH WITH ASTRONOMICAL FEATURE. MOUNT AT ENCLOSURE ABOVE PANEL „R„ 2. SQUARE D CLASS 8903 LIGHTING CONTACTOR WITH NEMA 1 ENCLOSURE. MOUNT ABOVE PANEL "R„ 3. PROGRAM CONTACT FOR "ON" AT DUSK, "OFF" LATE EVENING AS DIRECTED BY THE OWNER. 4. PROGRAM CONTACT FOR "ON" AT DUSK, "OFF" AT SUNRISE. EXTERIOR 1 MANUFACTURER N�------------r------- VOLTAGE MAX- R-14 n MOUNTING JI J" I 12ov CLOCK STERNBERG I 120V COIL R-1 b /1 PEDESTRIAN LIGHTS (NL) ® 95 (1)70W R -3b n I PEDESTRIAN LIGHTS (NL) 12' POST LIGHT DESCRIPTION R -15b n PARKING LOT LIGHTS (NL) SIZE A850-5P-70HPS R -17b n I PARKING LOT LIGHTS (NL) I PHASE (; HIPS I a12ov J F3] S — COIL R -1a 1,2 L05 -208V PEDESTRIAN LIGHTS 20 6 R -3a COLOR: BLACK PEDESTRIAN LIGHTS R -15a PARKING LOT LIGHTS R -17a PARKING LOT LIGHTS R-5 n , SQARE SHADE STRUCTURES R-7 n HEXAGON SHADE STRUCTURES R-9 n RECEPTACLES ® HEXAGON SHADE STRUCTURES R-16 n RESTROOM EXTERIOR BUILDING LIGHTS ❑REFERENCE NOTES 1. INTERMATIC #ET -8215C PROGRAMMABLE ELECTRONIC TIME SWITCH WITH ASTRONOMICAL FEATURE. MOUNT AT ENCLOSURE ABOVE PANEL „R„ 2. SQUARE D CLASS 8903 LIGHTING CONTACTOR WITH NEMA 1 ENCLOSURE. MOUNT ABOVE PANEL "R„ 3. PROGRAM CONTACT FOR "ON" AT DUSK, "OFF" LATE EVENING AS DIRECTED BY THE OWNER. 4. PROGRAM CONTACT FOR "ON" AT DUSK, "OFF" AT SUNRISE. EXTERIOR ILLUSTRATION MANUFACTURER LIGHTING VOLTAGE MAX- LAMPING MOUNTING CONTROL STERNBERG LUMINAIRE: 208 95 (1)70W DIAGRAM 12' POST LIGHT DESCRIPTION CB # OL SIZE A850-5P-70HPS K:\DWGS\07-8166\07-8166-E40.dwg - Helen - Feb 23, 2010 - 3:14pm SITE/BUILDING LIGHTING FIXTURE SCHEDULE TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE MAX- LAMPING MOUNTING DESCRIPTION STERNBERG LUMINAIRE: 208 95 (1)70W CONCRETE 12' POST LIGHT DESCRIPTION CB # OL SIZE A850-5P-70HPS PHASE B PHASE (; HIPS BASE (SINGLE HEAD) S 1,2 L05 -208V LIGHTS - PARK 20 6 120 COLOR: BLACK 8 50A POLE: 5212-FP5 2 3 3036 4 E3.0 3 2 KENALL SH12-48-2-32- 120 62 (2)F32T8 CEILING 4' FLUORESCENT WRAP 4 3 3036 EB -1-120 5LIGHTS - SHADE STRUCTURE 20 1 MOUNT AT HIGH ABUSE LI S 2 62 8 3 " 6 3 TRUSS DAMPED RATEDGHTING 7LIGHTS - SHADE STRUCTURE 20 1 10 186 12 AT SHADE STRUCTURES TELEPHONE BOARD RECEPTACLE 8 v HYDREL 7000-70S-120- 120 95 70W CONCRETE FLOOD LIGHT S3 360 SP-YM-GS-BL 20 1 RESTROOM LIGHTS HIPS BASE WITH GLARE SHETLD 11 IRRIGATION CONTROLS 20 1 10 3 (MONUMENT SIGN) 20 1 RESTROOM RECEPTACLES HUBBELL VG-15/VW-151 120 28 26W CMU VAPORTITE S4 300 VCG-15 12 201 TRT WALL S5 1,2 STERNBERG 2 -A850 -5P- 480PM-200HPS 208 500 (2)200W HPS CONCRETE BASE 16' OVERALL POST LIGHT (DOUBLE HEAD) 1 BUILDING LIGHTS 05-208V 1,2 200 1,2 2 COLOR: BLACK 2 10 OLE: 5214-FP5 500 20 1 E3.0 1 V LIGHTING FIXTURE SCHEDULE NOTES - ILLUSTRATIONS AND/OR DIMENSIONS ARE APPROXIMATIONS ONLY INTENDED TO REPRESENT BASIC FIXTURE TYPE; DO NOT USE AS EXACT INFORMATION SOURCE. REFER TO MANUFACTURER CUT SHEETS. - EXACT LOCATIONS: BEFORE CONSTRUCTION, VERIFY WITH ARCHITECT EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHT FIXTURES. SEE ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS AS APPLICABLE. - FIXTURE BRANCH CIRCUIT THROUGH -WIRING: VERIFY AND COMPLY WITH FIXTURE MANUFACTURER RESTRICTIONS AS DETERMINED BY UL. & NEC. - FURNISH OWNER WITH (1) SPARE CASE OF EACH TYPE OF LAMP SPECIFIED ON SCHEDULE. SEE NOTE 200A, 120/208V, 30, 4W MCB (N) PANEL SURFACE MOUNT, NEMA 1 SEE NOTE 42 FULL SIZE PLUG-IN CB SPACES LOCATION: RESTROOM 1 O AIC PANEL & BRANCH CB'S WITH EQUIP'T GND BUS 07-8166_E40.dwg CST DESCRIPTION CB # OL SIZE PHASE A PHASE B PHASE (; SIZE CB #DESCRIPTION OL cT 1,2 1 LIGHTS - PARK 20 6 120 8 50A 7,5HP BOOSTER PUMP 2 3 3036 1,2 3 2 6 120 8 4 3 3036 1,2 5LIGHTS - SHADE STRUCTURE 20 1 10 62 8 3 " 6 3 3036 1,2 7LIGHTS - SHADE STRUCTURE 20 1 10 186 12 20 1 TELEPHONE BOARD RECEPTACLE 8 v 300 1,2 9RECEPTACLES - SHADE STRUCTURE 20 1 10 360 12 20 1 RESTROOM LIGHTS 1 0 500 11 IRRIGATION CONTROLS 20 1 10 600 12 20 1 RESTROOM RECEPTACLES 1 2 500 13 EINCLOSUREG 201 10 300 12 201 TIMECLOCK 14 300 1,2 15 LIGHTS PARKING 20/110 50020 1 BUILDING LIGHTS 1 6 1,2 200 1,2 1 7 H 2 10 500 20 1 SPLASH PAD 1 V 500 19 SPARES SPARES 20 2 1 SPARES SPARES 22 23 SPARES SPARES 2 4 25 SPACE SPACE 26 27 SPACE SPACE 281 29 SPACE SPACE 30 31 SPACE SPACE 32 ,33 SPACE SPACE 34 35 SPACE SPACE 36 37 SPACE SPACE 3 8 39 SPACE SPACE 40 41 SPACE SPACE 42 CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL _ 120 VOLT = 4242 4716 5198 77 295 141 4319 5011 5339 36 A 42 A 44 A PANEL SCHEDULE NOTES 1. LONG CONTINUOUS LOAD (LCL). ADDITIONAL 25% ADDED AT BOTTOM OF PANEL. FEEDER CALCULATED AT 125% OF TOTAL CONNECTED LOAD. 2. ROUTE BRANCH CIRCUIT THROUGH EXTERIOR LIGHTING CONTROLS. SEE CONTROL DIAGRAM 5 ON THIS SHEET. 3. VERIFY LOAD, CB AND CONDUCTOR SIZE WITH EQUIPMENT. 6 d 14 U ag 0 � �� WrnM,E PMA. �y Q \ T `U W� M oma. 3 Ww ° 0. 757 I.- E y J ZLLI0 IO ° 7� Q ^TR\rl Itz = o c a ° CALF I- °Dcn EXPIRES: 06/30/09 W a THOMA #07-8166 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation 0 _ IJlI�' �o W ch U. ViC);M Lu ae 0 m�xLL a� �+ L N L0 Cu IL E- 0 V O WLL CD E 1v o Q � N O U .F =3 E CL 0M O w N it J -- co c C c U co q z C4 v c L0 0 O CO DO cca — a � z M -� tCs� t5U-)C) C.0o M o. li V 0 U a CL 0 O � Q w � w 0 < Uww z w = 0 wJ U 06 z w W 0 N0. REVISION DATE PROJECT MANAGER C.J. DRAWN BY CHECKED BY H.W. J.D. DATE February 26, 2010 CAD FILE 07-8166_E40.dwg JOB NUMBER 1307526 SHEET: 48 of 49 E-4.0 K:\DWGS\07-8166\07-8166_E50.dwg — Helen — Feb 23, 2010 — 2:54pm SIGN COMPLIANCE SUMMARY OLTG-4- Project Name Date Greystone Nei hborhood Park 11/13/2009 Allotted Watts Alternative 1 - Lighting Power Allowances Alternative 2 - For Signs Installed Watts A that ONLY use one or C D more of the technologies F Area between poles or luminaires that are>6timesthe mounting heighl distance (If Applicable) listed in M through S I J (Check all that apply) A Q C D I E I F11 G H I I J I K L I M N OIPI rot c, 3 '0-2 Q R S r- Z 3 m� y $, m r X Z .r UTO HARDSCAPE 11,66 0.151 Allotted Wafts Lam / Ballast (2)200W Desion attsIA 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing 500.0 X 2 1,00 Pedestrian Hardscape12' 71,33 0.17 12,128 S1 Post Light 11/13/2009 Z Z 70 1.0 l,l! X 1 1,23 c 4. Use OLTG-1-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. -O^ m ID EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 Page 1 of 5 32w T8 2 32 1.0 62.0 X 4 NZ C6 1 M e► o o � P y' o m N y A 0 oa 6 U O oom �+ m m .. L w r w Zo w D a p yZ Ila n 3: m > > c ei '� W 3 $ s O a in m ^' is T rn c m 3 3 m ii r m S iu iA `8. 3 0 a m Description or Location I m VI Lamp Type a o � d c cT � m ° te a r26 c 70w MH S3 1 Northeast Sin 1 1.0 X 70w MH S3 1 Northwest Sin 1 1.0 X FI: For Allotted LPD uses 12 Watts/ff for Internally Illuminated Signs, and use 2.3 WattsM for Externally Illuminated Signs. Note: If an Internally Illuminated or Externally Illuminated sign contains light sources and ballasts other than those included in columns (M) through (S), such as incandescent lamps, medium base sockets, magnetic ballasts, etc, then the sign must comply under Alternative 1. However, unfiltered signs, a unfiltered portions of Internally and Externally Illuminated signs, are not required to meet these Standards. I EneravPro 4.4 by EnerovSoft User Number: 6405 Job Numbed -8166 Page:5 of 5 1 d LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2- Project Name I Date e Neiahborhood Park LIGHTING POWER ALLOWANCES - GENERAL SITE ILLUMINATION - Table 147-A D Allotted Watts Luminaire Lamps/Ballasts Installed Watts A B C D E F Area between poles or luminaires that are>6timesthe mounting heighl distance (If Applicable) H I J K L M N 0 Lighting Application Category (Table 147-A) r D a0i� to o ., stern n .. D ` a rv+a �1d o ' o W � Ka 0 0 n o Q m Description w.n to = 1g o ' _q� � m v3 a � d 3 3w �,a m' rot c, 3 '0-2 r- W 3 y— 3� m, $ r- 3 d �' tv -o i'o n m n v — r- Z 3 m� y $, m r X Z .r UTO HARDSCAPE 11,66 0.151 1,749 S5 POLE MOUNTED PARKING LIGHT X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this (2)200W 2 200 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing 500.0 X 2 1,00 Pedestrian Hardscape12' 71,33 0.17 12,128 S1 Post Light 11/13/2009 MMHH 70w MH 1 70 1.0 95.0 X 1 1,23 3. Use OLTG-1-C if the project consists solely of outdoor signs. 4. Use OLTG-1-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. S2 4' Fluorescent Wrap EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 Page 1 of 5 32w T8 2 32 1.0 62.0 X 4 24 C6 1 OIn o o � Z o %awo^' W c .) Q 0 oa U Total Allotted Wafts 13,877 Total Installed Watts F-2,481 EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 Page:3 of 5 ILLUMINATED AREA CALCULATION WORKSHERTart 1 of 5)OLTG-3- PROJECT NAME DATE Greystone Neighborhood Park 11/13/2009 Hardscape - Method i A. Hardscape for automotive vehicular use, including parking lots, driveways and site roads. A B C D E F G H Lighting Application (Table 147-B) Actual Paved Area +5' perimeter of adjacent unpaved land. Includes planters and land. Includes planters and landscaped areas less than 10' wide that are enclosed by hardscape on at least 3 sides. Areas SF to Subtract from within the Illuminated Area Illuminated Area (B - G) Area between poles or luminaires that are>6timesthe mounting heighl distance (If Applicable) Overlapping areas of another application or luminaire Building Areas Areas obstructed by sins or other s ructure Sub total of areas to subtract (C + D + E + F) AUTO HARDSCAPE 11,661 0 0 0 0 0 71,339 PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documen s ccurate and complete. DOCUMENTATION AUTHOR SIGNATMV DATE William Thoma W 11/13/2009 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as ex pt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNA DATE LIC. # William Thoma v 11/13/2009 10757 C LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®OLTG-1-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-1-C if the project consists solely of outdoor signs. 4. Use OLTG-1-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ®OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 Page 1 of 5 L ■ C tQ ¢ U C r C6 1 OIn o o B. Hardscape for pedestian use, including plazas, sidewalks, walkways and bikeways A B C I D I E I F G H Lig Table pplication g ( 147-B) Actual Paved Area + 6 unpaved land on either side of path of travel. Shall include all contiguous paved area before including adjacen grounds. TELEPHONE Areas SF to Subtract from within the Illuminated Area Illuminated Area (B - G) Area between poles Or luminaires that are > 6 times tho mounting heigh distance (If Applicable) Overlapping areas of another application or luminaire Building Areas Areas obstructed by si ns or other S ructure Sub total of areas to subtract (C + D + E + F) Pedestrian Hardscape 71.339 0 0 0 0 0 71,339 PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documen s ccurate and complete. DOCUMENTATION AUTHOR SIGNATMV DATE William Thoma W 11/13/2009 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as ex pt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNA DATE LIC. # William Thoma v 11/13/2009 10757 C LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®OLTG-1-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-1-C if the project consists solely of outdoor signs. 4. Use OLTG-1-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ®OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 Page 1 of 5 L ■ C tQ ¢ U C r C6 1 OIn o o Checklist ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. ❑Section 147 (c)1 A - General Illumination areas includes only those illuminated areas that are in the bounds of the Application and are within a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the patttern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by signs or other structures. EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 PageA of 5 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1- PROJECT NAME DATE Gre stone Neighborhood Park 11/13/2009 PROJECT ADDRESS Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable p Bakersfield, CA I I Building Permit # PRINCIPAL DESIGNER - LIGHTING TELEPHONE L N m William Thoma (805)543-3850 Mandatory sures on Plans Show tha Outdoor Liahtina Conlrols And Ectui ❑X Installed lighting power has been determined in accordance with Section 130(c)1 ❑ Not Applicable DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Thoma Electric, Inc (805) 543-3850 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS LIGHTING ZONE 07-30-08 JOUTDOOR 0 LZ1 LZ2 LZ3 LZ4 FUNCTION TYPE ® OUTDOOR LIGHTING ❑ OUTDOOR SIGNS ❑ INDOOR SIGNS PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documen s ccurate and complete. DOCUMENTATION AUTHOR SIGNATMV DATE William Thoma W 11/13/2009 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as ex pt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNA DATE LIC. # William Thoma v 11/13/2009 10757 C LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®OLTG-1-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-1-C if the project consists solely of outdoor signs. 4. Use OLTG-1-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ®OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 07-8166 Page 1 of 5 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1- PROJECT NAME DATE Grevstone Neiahborhood Park 1 11/13/2009 Liahtina Scheduleson Plans Show that Outdoor Lighting Meets Allowed Liahtina Power ❑X ❑ Lighting power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable M co 0) Q ❑ ❑X Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable p ❑ ❑X Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable ❑ ❑X Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable L N m ❑X ❑ Sign lighting compliance on OLTG-4-C Not Applicable Mandatory sures on Plans Show tha Outdoor Liahtina Conlrols And Ectui ❑X Installed lighting power has been determined in accordance with Section 130(c)1 ❑ Not Applicable ❑X All permanently installed luminaires with lamps rated over 100 Watts either have a tamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a) ❑ Not Applicable ❑X All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and al outdoor sales areas meet the Cutoff Requirements of Section 132(b) ❑ Not Applicable ❑ All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 ❑X Not Applicable ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132 ❑X Not Applicable OV MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL (Room #) IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) AREA CONTROLLED NOTE TO FIELD }- M UCID � CL Q M N co O U .� co V W EnergyPro 4.4 by Ener Soft User Number: 6405 Job Number: 07-8166 Page:2 of 5 C) ci 00 E`, ° E \N4 A. T �U pO NUM 1 "may W � M 0 LO m 0. 10757 WJ l oi,o Zco Q �;AI—FCTR �? moa `` U F pF CAS\F�� rn EXPIRES: 06/30/09 W a THOMA #07-8166 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation Wn' — U W �0 WLL (Dep N Q M co 0) Q W p Z 1.L O�c— �+ L N m � Ill lkt' G. CHECKED BY J.D. • 0 m NO. 1 DATE W p Z N 0 W � Ill lkt' C CHECKED BY J.D. • 0 m 0. JOB NUMBER 1307520 '^ OV UJ vE o 19 Z W }- M UCID � CL Q M N co O U .� co V W :n 0o, N CJ rn a 2 ca ca U) v s C rn 0 O �� U 0 L ■ C tQ ¢ U C r C6 1 OIn o o � Z o %awo^' W c .) Q 0 oa U NO. 1 DATE W p Z N O W PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. • 0 m 0. JOB NUMBER 1307520 '^ OV UJ U O Z W }- Z O W � W� W ZW V W NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166_E50.dwg JOB NUMBER 1307520 SHEET: 49 of 49 E-5_.0 I'