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HomeMy WebLinkAbout7.1-202 Record DrawingV g PROJECT DIRECTORY OWNER �1 City of Bakersfield .IVB 1501 Truxtun Avenue Phone: 661.326.3586 ,Bakersfield, CA 93301 Fax: 661.852.2120 Nick Fidler, Project Manager PARKS AND RECREATION DEPARTMENT I�- U 1600 Truxtun Avenue Phone: 661.326.3354 Bakersfield, CA 93301 Fax: 661.852.2140 Ken Trone, Construction & Facilities Planner Q LANDSCAPE ARCHITECT 4X 11/30/11 _ RRM Design Group PACHECO 3765 South Higuera Street, Suite 102 Phone: 805.543.1794 San Luis Obispo, CA 93401 Fax: 805.543.4609 Lief McKay, Project Manager. _ THEINq_U©EO DRAWINGS, 3PECIFICATION3, IDEAS, DE CIVIL ENGINEER MAIN McIntosh & Associates SHALL 2001 Wheelan Court Phone: 661.834.4814 Bakersfield, CA 93309 Fax: 661.834.0972 Mike Noel > Fy ELECTRICAL ENGINEERS WITH Thoma Electric CL 3562 Empleo Street, Ste. C Phone: 805.543.3850 San Luis Obispo, CA 93401 Fax: 805.543.3829 Christopher Jose HTS. ' SOILS ENGINEER 010 . Soils Engineering, Inc. on 4400 Yeager Way Phone: 661.831.5100 Bakersfield, CA 93313 Fax: 661.831.2111. Tony Frangie, P.E., REA II M STATE OF CALIFORNIA NO TE: THE' CONTRACTOR MUST POSSES_ S THE FOLLOWING r : .,VALID LICENSES: • CITY OF BAKERSFIELD DEPARTMENT of PUBLIC WORKS 5709 Mountain Vista Drive, Bakersfield, CA 93311 LOCATION MAP NOT TO SCALE CAMINO M MING o �1 DTE .IVB 4 1 DSCAPt I�- U ��.s4ltt PROJECT MANAGER LIEF McKAY Q DRAWN BY AK 4X 11/30/11 _ W PACHECO m RD rE OF Ca�-�� AND THEINq_U©EO DRAWINGS, 3PECIFICATION3, IDEAS, DE ARRAN(NTS REPRESENTED THEREBY ARE AND SHALL MAIN ARRIS ROA SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN V) > ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED > Fy O WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CL EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS HTS. ' • Q WHITE LANE Go�o� PANAMA I LANE PROJECT S/ T VICINITY MAP NO TO scnLe I DEFERRED SUBMITTALS 1. PREFABRICATED RESTROOM 2. SPLASH PAD DIG ALERT DIAL TOIL FREE AT LEAST 2 DAYS BEFORE YOU DIG SHEET1NDEX 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 W CP -2.02 CONSTRUCTION PLAN AREA'B' CP -2.03 CONSTRUCTION PLAN AREA'C' CP -2.04 CONSTRUCTION PLAN AREA'fD' 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' IR -4.01 IRRIGATION DETAILS IR -4.02 IRRIGATION DETAILS PL -1.01 PLANTING LEGEND & NOTES PL -2.01 PLANTING PLAN AREA W 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'S' 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 City acknowledgement of water plans for 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 TER R SOURCES SUPERINTENDENT order to -comply with standard specifications. �r I CIVIL ENGINEER DESIGN ENGINEERING D PARKS DEPARTMENT DATE Zi 10 DATE- DATE 4%'p®• tZ) I �1 DTE .IVB 1 DSCAPt 0�� ��.s4ltt PROJECT MANAGER LIEF McKAY � N DRAWN BY AK 4X 11/30/11 _ DATE February 26, 2010 O�P sT4 rE OF Ca�-�� AND THEINq_U©EO DRAWINGS, 3PECIFICATION3, IDEAS, DE ARRAN(NTS REPRESENTED THEREBY ARE AND SHALL MAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ROUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTA WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CL EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS HTS. ' RRM DESIGN GROUP COPYRIGHT 010 . RRM is a California Corpora on JW 0 W W e- M LL CN � U o W�Qa LL �V o , ILL OJ�� Lo V d - I No. O DTE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-TS.dwg JOB NUMBER 1307526 o E m C o� 06 o�e CL of ... W JW 0 Co E o o , Lo L •� ub s 'moo 4-0 CID co d 1 V aC Q a D O O =W 0 W m = Cn W Z a. (L F_ W c Z F- v O w 0 a. (L li > C� No. REVISION DTE 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 TSml.01 ,= 0 N 0 0 eC" ABBREVIATIONS GENERAL NOTES AB AGGREGATE BASE OR ANCHOR BOLT L LENGTH SNERRj7p ABV ABOVE LB LAG BOLT O AC ASPHALTIC CONCRETE LH LEFT HAND I. 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 PROPERTY OF RRM DESIGN GROUP AN[ NO PART TH the intent of these documents including all contract requirements. ADJ ADJACENT LP LOW POINT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TTHOUT AGG AGGREGATE LS LAG SCREW EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SLB AL OF ALT ALTERNATE LT LEFT 2. Prior to start of any work, obtain all necessary permits from the City, State and all other agencies having jurisdiction over the 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 BLDG BELOW BUILDING MED MFG MEDIUM MANUFACTURING 811- with minimum 48 hours notice, an� d have all underground utilities and facilities marked in the field. Also, prior to 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 (N) MAINLINE NEW writing. The contractor shall determine exact locations of all utilities and facilities implement appropriate and effective BRG CB BEARING CATCH BASIN NIC NOT IN CONTRACT measures protect them. to 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 CONS CONST CONCRETE CONSTRUCTION PA PC PLANTER AREA POINT OF CURVE 6• All worts shall conform to the following applicable: 9 as Pp CONT CONTINUOUS, CONTINUE PERF PERFORATE (D) a. Minimum standards of the Califomia 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. An special conditions required b the local governing envies. Y p Y g g g 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 DIAG DIAMETER DIAGONAL PT PTL POINT, POINT OF TANGENCY PRESSURE TREATED LUMBER conditions, Any discrepancies and unexpected conditions that affect or change the work described in the contract documents DIM DIMENSION PUE PUBLIC UTLITIES EASEMENT shall be brought to the landscape architect's 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 SNCL ENCLOSURE REQ'D 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 d fully and completely set forth and described in the drawings and EQPT EQUIPMENT RH RIGHT HAND specifications. 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 - FF FINISHED FLOOR SHT SHEET 11. Removal and replacement limits of an existing feature shown on the Drawings are for general reference only. Actual limits p Y 9 9 9 Y• 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 FOC FLOWLINE FACE OF CONCRETE SQ SS SQUARE SANITARY SEWER progress and changes with red, indelible ink. Make documents available to the landscape architect for review at all site visits FOF FACE OF FINISH SIS 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 FST FINISHED SURFACE FINISHED SURFACT TURF STL STRUC STEEL STRUCTURE( STRUCTURAL 13. The Owner may have other work within this project area being executed under separate contracts by other contractors FTG FOOTING SURF SURFACE ("others") concurrently with the execution of work covered by these documents. Contractor shall coordinate work of this FUT 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. Contractor is responsible for field measurements as required or as directed in the plans. Po eq 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 UON 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 (i CENTERLINE INV INVERT 0 DIAMETER JT JOINT 0 SQUARE FEET Uj a W CL WU. � S�Q�,pNDSCAP1r4 o ch Q SNERRj7p N O oa,. m !.0 L tU cc SrgTEOF CNN THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AN[ NO PART TH SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TTHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SLB AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWS NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' IGHTS. RRM DESIGN GROUP COPYRiGH 2010 RRM is a Califomia Corpor tion Uj a W CL WU. � N ¢ o ch Q L Ov~ m T— l L tU cc va DRAWN BY AK CHECKED BY MS IL In O OT XN ISL O m V W Z LUZ 0 L Cl)06 W N O Z J W Z W NO. REVISION TE 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.01 N I- 0 U I- CL 6 Z I— W 0 W 13- U) rn Z H Z O M a) 0 r+ m Y Q a O O tY O m 0 W Z W Z I- 0) w 0 I® I I i i I I I 53 52 51 50 49 46 47 t I ! ! ! I 1 TRACT No! W INI M. BW, 52, PCS T2s i ! RESIDEMAL 45 44 43 42 41 40 / I ( Si 9.m 1t N 89'09'43• W J G� R•� — 925.23' rlr CURF99Yr CREEK WAY � b r S-- - 1r,r 1EmImE c HA ��/�� ROAD —�+ — — -- — '- — I M. CONC NON. IN LAMPHOIE L I-4Yd-L47 !�R//7f/ NMI 0 � r7 WNW � (� 54.23' MNO. LS SSSS PFR TR. No. 8188, Sgt U TOP RIM J 1 R TA Y IRON 0R'E v/TAC R.CE M. BK. 32, P . 1 31.M INV N T. 8840 Pat OTR. i 18. 30/27 EX. PtibE VAULT E%. JOINT Unun niENpi SSt.02 INV E -W (EIEC. 1E1E. GAS. T.K. & T331.32 INV N EIC NRIEEL p1NR , 5 ET 371.59 INV 3 PSC. 47 PJ4 No, eJJS. P.Y. BK. 37. RM1P TYP. ,O 331.35 INV E -W W 0 AND am SIDEWALK&GUTE EK JpNT URUTT TRENCH q b (S � LLT.)) CAS. T.V., LTi >Ap +w U U EX AT&T BOX 3w. W I IX PG&E V T a FNo - ,; 7 A 1W •9� (332.5) _ 40.24' sa a ti N 'o9'a3' w"- — _.._ '�xaa 20.23' .� 264.76' — (352.3M !� f r unun slug (3375) 2 -,ID -72- { :�.° ` �� 32TiLp21�'��,r . 7A .5) gyp 'NO awn sEN sIXiU911ps "Y uTwn I �� 7 + (331. 1 ♦' � � � i El4 "NOW �P' • 1 ( (-- I I 3w L NAE PACM S & EIE NC C30 -x7 MMYWAY PER III .40' 2230-Z7-0WaDATEDAUGUST 22, , I Q '031 I I i I LOT TRACT No. 6104 - PHASE -3 lit M. 8K. 5o, 533.nc I H it I m W. 72 ♦T W g w! ILS «/ MBK �, PQ 53 SE 3 I { I i is �! 7.25 A 4 a I vwx 1 X I I V ` $� J4 S i Lai 41'- Y s'IREE'r Lv T-20. ' .F� ` 'TSQ$) R=25.00' + T=4.39' yV 295.59' .4.&' i . . 89'09'43- —��'.i Tf 41 7 — — 119.si i TI# TIO 1 'R OLWr NMWZE LAW •_ — — N 9'09'43- W 560.00• \sS b•� 1 E% DRIVEWAY TYR EC JOINT uTY iREt1CN 65 VV ps 97 68 (EIEC. TE16. GAS. T.V) fi9 70 71 7 t TRACT No. 6104 - PHASE 3 M. BK. 50, PCT. 53 1 I I ! �Esloc-NT>fAL ! I s 81 4 NOTE: I 3 FIRE STATION AND DETENTION BASIN WERE I CONSTRUCTED AFTER ORIGINAL JUNE, 2007 SURVEY — — —� (PREPARED BY MciNTOSH & ASSOCIATES). NO RECORD i DRAWINGS OR UPDATED SURVEY DATA CURRENTLY EXISTS - INFORMATION SHOWN IN THESE AREAS IS BASED ON THE FIRE STATION BID DOCUMENTS, AND IS I w SHOWN FOR INFORMATIONAL PURPOSES ONLY. t CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY $I ACTUAL BUILT CONDITIONS, AND IMMEDIATELY NOTIFY a CITY OR AUTHORIZED REPRESENTATIVE OF POTENTIAL CONFLICTS WITH NEW CONSTRUCTION PRIOR TO i I COMMENCING WORK IN THOSE AREAS. r EXISTING CONDITIONS - Survey Prepared By McINTOSH & ASSOCIATES SCALE: 1"=5Y x BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND QUIET MEADOW DRIVE. ELEVATION = 343.78' (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. tAtdn No. 4383 * Exp. 9-30-07 CF CAL TOPOGRAPHY LEGEND: ABBREVIATIONS 0 FOUND MONUMENT AS DESCRIBED EX. EXISTING MING FOUND CONC. MON. IN L.H. MKD. L.S. 4383 TYP, TYPICAL FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TR. No. 6104 PH 3, M. BK. 50, PG. 53 FD, FOUND THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB CENTERLINE 0 EXISTING TRAFFIC SIGN CONC. CONCRETE a 010 A.C. ASPHALT CONCRETE EXISTING STREET NAME SIGN P.M. PARCEL MAP 6 in CO Lou BK. BOOK A EXISTING WATER VALVE PG. PAGE ® EXISTING WATER METER O.R. OFFICIAL RECORDS > M WHITE LANE EXISTING FIRE HYDRANT L■. EXISTING WHARF HYDRANT ® EXISTING SEWER MANHOLE w PACHECO Q EXISTING SEWER CLEANOUT �—p EXISTING STREET LIGHT ® EXISTING STREET LIGHT PULL BOX x 350.75 SURVEY ELEVATION B EXISTING SEWER LINE • EXISTING WATER LINE EXISTING JOINT UTILITY TRENCH >Fr 0 EXISTING EDGE OF PAVEMENT �1�351.0)---- �—EXISTING GROUND CONTOUR �- FLOWLINE PANAMA LANE EXISTING CURB AND GUTTER Go�o� LIP PROJECT ° SIT 5f ■,� a.'� t. ,[2>.U'-�„}: iL: :. h .P,%x .s.. iAW�� -k {1'33 r �T Ya.. .';x':..t I"fl6L ..� 54 50 57 ,.53 REOMNneL 1 100 150 feet SCALE: 1"=5Y x BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND QUIET MEADOW DRIVE. ELEVATION = 343.78' (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. tAtdn No. 4383 * Exp. 9-30-07 CF CAL VICINITY MAP NO SCALE TOPOGRAPHY LEGEND: ABBREVIATIONS 0 FOUND MONUMENT AS DESCRIBED EX. EXISTING MING FOUND CONC. MON. IN L.H. MKD. L.S. 4383 TYP, TYPICAL FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TR. No. 6104 PH 3, M. BK. 50, PG. 53 FD, FOUND THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB CENTERLINE 0 EXISTING TRAFFIC SIGN CONC. CONCRETE a 010 A.C. ASPHALT CONCRETE EXISTING STREET NAME SIGN P.M. PARCEL MAP 6 in CO Lou BK. BOOK A EXISTING WATER VALVE PG. PAGE ® EXISTING WATER METER O.R. OFFICIAL RECORDS > M WHITE LANE EXISTING FIRE HYDRANT L■. EXISTING WHARF HYDRANT ® EXISTING SEWER MANHOLE w PACHECO Q EXISTING SEWER CLEANOUT �—p EXISTING STREET LIGHT ® EXISTING STREET LIGHT PULL BOX x 350.75 SURVEY ELEVATION B EXISTING SEWER LINE • EXISTING WATER LINE EXISTING JOINT UTILITY TRENCH >Fr 0 EXISTING EDGE OF PAVEMENT �1�351.0)---- �—EXISTING GROUND CONTOUR �- FLOWLINE PANAMA LANE EXISTING CURB AND GUTTER Go�o� LIP VICINITY MAP NO SCALE a W IN A 0 Q N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL MING iy- q 0 l� o 0 OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED OUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONT T WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF 0 NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. a 010 z ion Q `- 0 /V/^� V! in CO Lou � Q cn Cn CD LO COjLR > M WHITE LANE L■. w PACHECO m RD ARRIS ROAC Of inj o >Fr 0 g PANAMA LANE Go�o� PROJECT ° SIT 5f VICINITY MAP NO SCALE o W m Lu a W THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECT[ WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED OUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONT T WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpor ion o W m Lu a W 4) e- j X ch z LL O m L r 0 O -�d CO va � o • m i a C!) G Z O Q O �.. � o • m i PROJECT MANAGER LIEF McKAY i3. O a `0 V O 0 ui z s Z 01 oyy� 1 J C N x co LLI C `- o .� in CO Lou 2 Z h 0 Cn CD LO COjLR L V M L■. a C!) G Z O o O �.. � o • m Z PROJECT MANAGER LIEF McKAY ♦=R = `0 V W Z 0 ui z s Z 01 F- SHEET: 3 & 49 RSm2801 N x W LLI NO. REVISION TE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 1307526-SV.&g JOB NUMBER 1307525 SHEET: 3 & 49 RSm2801 N N+ ti a. 0 Z Il -- 0 Lu j a [ w 0 Z Z m O a O w O m S W Z W Z O H w V ay - f4�C ._ U Oz3 ��Q�,pNDSCgp Cr) Cr) �� SHERQ00 y�l / IF Z� 3 t� ` m�cc M�m v � I IA R S ROAD s p >97d+• O oDaMd, CL oop CHECKED BY MS STATE OF CAS-�40CC � THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, OESI D ARRANGEMENTS REPRESENTED THEREBY ARE AkLL NTHE PROPERTY OF RRM DESIGN GROUP AND NO PAREREOFBE 10L03 COPIED, DISCLOSED TO OTHERS OR USED IN CECTIONANY ma , 1 WORK OR PROJECT OTHER THAN THE SPIC PR ECT, FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WI Z THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTAC G N CID THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 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VISUAL CONTAC G N CID THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S T BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S R1 o RRM DESIGN GROUP COPYRIGHT 2 10 RRM is a Califomia Corporat n WLL U) W ._ U Oz3 �o e- Cr) Cr) m�:3 / LL. 0 t� ` m�cc M�m L L va O x REVISION D TE O / fes■ AQA J Q O PROJECT MANAGER LIEF MCKAY CL TO 1� CHECKED BY MS W T � �E : m0 JOB NUMBER 1307526 L j JQ Q 1 10L03 ma , 1 Lu +� J C Z G N CID W coc �',i O o o, co co �R •> Co CL V r m ; C r. o ren u -, c0 Ma L V x REVISION D TE fes■ AQA J Q O PROJECT MANAGER LIEF MCKAY CL TO 1� CHECKED BY MS W T � U m0 JOB NUMBER 1307526 z SHEET: 4 of 49 RSm3m01 LL! Lu W Z LL W LL! �',i O W �R V NO. REVISION D TE 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 RSm3m01 N ti 0- 6 6 I-• uj O cc0- w Z <I -- z Co ti Q a a O IxO m S C� Lu z W Z O W Lj A rl 1 _� 1 �`�."� ,ems � :•. m TION LEGEND ESCRIPTION rEMS: USED. MOVE "NO DUMPING" SIGN AND SALVAGE TO CITY. r USED. :AR AND GRUB SITE OF EXISTING VEGETATION. SCARIFY 'IVE SOIL A MINIMUM OF 6" BELOW EXISTING GRADE AOVE AND DISPOSE OF EXISTING CONCRETE /EMENT TO NEAREST CONTROL JOINT ROVE AND DISPOSE OF EXISTING FIRE STATION JCE/WALL TO MINIMUM EXTENTS NECESSARY TO .ORPORATE NEW IRRIGATION EQUIPMENT ,LOSURE PER SHEET CD -1.04. GLACE ITEMS: ISTING TRAFFIC SIGN, PROTECT IN PLACE ISTING STREET NAME SIGN, PROTECT IN PLACE ISTING STREET LIGHT, PROTECT IN PLACE ►NCRETE FLATWORK, PROTECT IN PLACE. ISTING TRAFFIC SIGNAL BOX, PROTECT IN PLACE. .ISTING AT&T BOX, PROTECT IN PLACE. :ISTING UTILITY STUB -OUTS, PROTECT IN PLACE. :ISTING FIRE STATION, PROTECT IN PLACE. ;ISTING DETENTION BASIN, PROTECT IN PLACE. VDERGROUND UTILITIES EXIST ON THIS SITE. )R SHALL NOTIFY U.S.A. DIGALERT 811 A MINIMUM S PRIOR TO ANY SITE WORK TO IDENTIFY UTILITY IAYLIGHT, AND/OR MARK ANY EXISTING UND FACILITIES PRIOR TO COMMENCEMENT OF AIR OF EXISTING FACILITIES WILL BE THE ILITY OF THE CONTRACTOR IF DAMAGED. AUTHORIZED REPRESENTATIVE OF ANY THAT MAY OCCUR WITH EXISTING UTILITIES AND =SIGN. X.,ASCAP f4RC REVISION DATE SlAERRO�N Z� r i o { 11/30 11 CHECKED B I MS sub DAlE February 26, 2010 - a CAD FlLE 1307526-DM.dw9 STATE OF JOB NUMBER 1347526 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIG S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL EMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREO SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNFCTK 4 WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED IA THOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTA T WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CON LUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUOMI TAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SH NOT BE CONSIDERED A WAN/ER OF RRM DESIGN GROUP'S GMS. RRM DESIGN GROUP COPYRIGHT 010 RRM is a California Corpor ion NO. REVISION DATE PROJECT MANAGER LIEF MCKAY DRAWN BY AK CHECKED B I MS DAlE February 26, 2010 CAD FlLE 1307526-DM.dw9 JOB NUMBER 1347526 SHEET: 5 of 49 Dmml ■ -00 d' N I- 0 t-- 0- 6 6 Z w 7 O W w O J Z Z O a� 0 LO Y Q d 0 O m uw z w Z O 1— CD w c� PLANS: 3. On sheet CP1.01,."Consamcdon Legend & Notes", in the Key Note Legend, revise note 9.05 in section 9.00 - Sits Furnishings and Equipment as follows (Strikeout font indicates text deleted; italics font indicates text added): 9.05 Monument Sign (Qty = 2 1) 4. On sheet CP1.02, "Consmwfion Plan -Area 't1"', ddete item number 9.05 "Monument- Sign" located at the southeast caner of Harris Road and Owl Creek Drive. This instruction voids Supplemental Instruction No. 2. Type 1 and Type 2 Benches: shall be precast concrete per the original bid -document specifications, or approved equal. Type 3 Bench: Keystone Ridge '71-126 - Thendara Bench with Back", 6' long, Color: Evergreen. Type 4 Bench: Keystone Ridge "TH26 - Thendara Bench with Back", 6' long, Color: Americana Red. Type 5 Bench: Keystone Ridge "PD-TH23 - Puddin DrippinsThendara Bench with Back", 3' long, Color: Lemondrop. Type 6 Bench: Keystone Ridge "PD-TH23 - Puddin DrippinsThendara Bench ,with Back", 3' long, Color: Sapphire. AI _ SYMBOL LEGEND SYMBOL DESCRIPTION X Y DETAIL CALLOUT, WHERE'X' IS THE SECTION # AND'Y' IS THE PAGE # X Y ELEVATION CALLOUT, WHERE'X' IS THE SECTION # AND'Y' IS THE PAGE # A X Y SECTION CALLOUT, WHERE'X' IS THE SECTION # AND'Y' IS THE PAGE # XX.01 KEY NOTE CALLOUT ,< EXPANSION JOINT, SEE DETAIL C, SHEET CD -1.01 SPLASH PAD - ELEMENT 8 CONTRACTION JOINT, SEE DETAIL C, SHEET CD -1.01 SPLASH PAD - ELEMENT 9 PAP , TER ARE � UINTING PL NS . LA enc es: 1. Type 1: a. Manufacturer: Keystone Ridge Designs, Inc., P.O. Box 2008, Butler, PA 16003. Tel: 1-800-284-8208. Fax: 724-284-1253. Website: www.keystoneridgedesigns.com. b. Model: "TH26 - Thendara Bench with Back", 6' long. c. Color: "Bronze". d. Mounting: surface mount per manufacturer's instructions at locations shown on Drawings. 2. Type 2: a. Manufacturer: Keystone Ridge Designs, Inc., P.O. Box 2008, Butler, PA 16003. Tel: 1-800-284-8208. Fax: 724-284-1253. Website: www.keystoneridgedesigns.com. b. Model: "RE -16 - Reading Flat Bench", 6' long. c. Color: "Bronze". d. Mounting: surface mount per manufacturer's instructions at locations shown on Drawings. 3. Type 3: Manufacturer: Keystone Ridge Designs, Inc., P.O. Box 2008, Butler ' ' A 16003. Tel: 1-800-284-8208. Fax: 724-284-1253. Website: V ww.keystoneridgedesigns.com. b. I odel: "TH26 - ._L41Mndara BeaA with Back", 6' long. C. lor: "Ever n - 39/5 d. M nting: s { ace mo fac 's instructions, locations shown on Dra ngs. 4. Type 4: fi a. Manufaurer: Key ne Ridge D ns, Inc`bx 2008, Butler, PA 16003. Tel: 1-8t7Q 84- 1' 8. Fax: 7 4 -1253. ebsi www.keys endged n om. b. Model: "TH The Back",, long. c. Color: "Amens na d. Mounting: unt per manufacturer' 0 nstructions at locations shown on Type 5: , a. Manufacturer: Keyste Ridge Designs,'4 c., P.O. Box 2008, Butler, PA 16003. Tel: 1-800-284-820811u: 724-284-2 53. Website: www.keystoneridgedesihs.com. b. Model: "PD-TH23 - Puddikpri: nslThendara Bench with Back", 3' long. c. Color: "Lemondrop - 249/6686". ' SUPPLEMENTAL INSTRUCTION #2 T Jecft-on lVii x:73#7526 ----a> d. Mounting: surfs, ount per manufac 's instructions at locations shown on Drawings. 6. Type 6: a. Manuf curer: Keystone Ridge Designs, Inc., ` O. Box 2008, Butler, PA 16003. Tel:.= 00-284-8208. Fax: 724-284-1253. Webs ' keystoneridgedesigns-com. b. odel:"Sapphire - Puddin Drippins Thendara Benc ith Back", 3' long. Color: Sapphire - RAL 5003". d. Mounting: surface mount per manufacturer's instructions a locations shown on Drawings. SUPPLEMENTAL INSTRUCTION #2 C. Tables:- pP� E LEGEND 1.00 - SITE PREPARATION 2.00 - EARTHWORK 3.00 - UTILITY SYSTEMS 3.01 SEE UTILITY AND GRADING PLANS 4.00 - STORM DRAINAGE 4.01 SEE GRADING PLANS B. 5.00 - SITE ELECTRICAL AND LIGHTING 5.01 POST FIXTURE TYPE S1 (QTY.=23) 5.02 POST LIGHT FIXTURE TYPE S5 (QTY. --2) 6.00 - SITE WALLS 6.01 SEATWALL TYPE 1 6.02 SEATWALL TYPE 2 6.03 PILASTER TYPE 1 6.04 COLUMN BASE 7.00 - PAVING AND SURFACING 7.01 a 4 CONCRETE PAVING TYPE A 9.29 SPLASH PAD - ELEMENT 4 CONCRETE PAVING TYPE B SPLASH PAD - ELEMENTS 9.31 SPLASH PAD - ELEMENT 6 9.32 ,< CONCRETE PAVING TYPE C SPLASH PAD - ELEMENT 8 9.34 SPLASH PAD - ELEMENT 9 7.04 SPLASH PAD - ELEMENT 10 RUBBER SURFACING SPLASH PAD EQUIPMENT -ACTIVATION DEVICE I DOUBLE -WASHED PLASTER SAND 9.38 SPLASH PAD EQUIPMENT - CONTROLLER 9.39 7.06 10.00 - IRRIGATION THICKENED EDGE 7.07 OJECT TRUNCATED DOMES CURB-TYPE1 7.09 CURB - TYPE 2 7.10 NOT USED 7.11 COURT SURFACE - COLOR 1 COURT SURFACE - COLOR 2 7.13 CORNER RAMP 7.14 SLOPED WALKWAY 7.15 PARKING LOT STRIPING 8.00 - FENCES AND BARRIERS 9.00 - SITE FURNISHINGS AND EQUIPMENT 9,01 DRINKING FOUNTAIN (QTY =1) 9,02 TRASH RECEPTACLE (QTY =13) 9.03 BIKE RACK (QTY = 2) 9.04 BASKETBALL HOOP ASSEMBLY (QTY = 2) G9.9.05 MONUMENT SIGN (QTY = 2) K 9.06 ANTI -SKATE DEVICE (QTY = 35) GK)TREE GRATE (QTY = 3) 9.08 BOLLARD - FIXED (QTY = 2) 9.09 TABLE TYPE 1(QTY = 8) 9.10 TABLE TYPE 2 (QTY = 5) 9,11 PLAY EQUIPMENT - ELEMENT 1 PLAY EQUIPMENT - ELEMENT 2 PLAY EQUIPMENT - ELEMENT 3 PLAY EQUIPMENT - ELEMENT 4 PLAY EQUIPMENT - ELEMENT 5 PLAY EQUIPMENT - ELEMENT 6 DOG PICKUP STATION (QTY = 3) GRILL - TYPE 1(QTY = 2) .GRILL - TYPE 2 (QTY'. N - BENCH - TYPE 1(QTY = 4) BENCH - TYP(QTY = 2) BEN TYPE 3 (QTY =1) 13 C H - TYPE 4 (QTY =1) BENCH PE 5 (QTY =1) BENCH - TYPE 6 (QTY =1) 9.27 SPLASH PAD - ELEMENT 2 9.28 SPLASH PAD - ELEMENT 3 9.29 SPLASH PAD - ELEMENT 4 9.30 SPLASH PAD - ELEMENTS 9.31 SPLASH PAD - ELEMENT 6 9.32 SPLASH PAD - ELEMENT 7 9.33 SPLASH PAD - ELEMENT 8 9.34 SPLASH PAD - ELEMENT 9 9.35 SPLASH PAD - ELEMENT 10 9.36 SPLASH PAD EQUIPMENT -ACTIVATION DEVICE 9.37 SPLASH PAD EQUIPMENT - COMMAND CENTER 9.38 SPLASH PAD EQUIPMENT - CONTROLLER 9.39 BOLLARD - REMOVABLE (QTY = 2) 10.00 - IRRIGATION WITH 11.00 - PLANTING OJECT 12.00 - BUILDINGS AND STRUCTURES 12.01 SHADE STRUCTURE TYPE 1 12.02 SHADE STRUCTURE TYPE 2 12A3 IRRIGATION EQUIPMENT ENCLOSURE 12.04 TRASH ENCLOSURE 12.05 PREFABRICATED RESTROOM 2 V ,NDSCgpEgRl^ IL W O , Q Z- � M /0) V -a N SHERRp��O y�,FCz r ' v? Er- L s� N N W m O IL c 11/30/11 tld. Dde � sl4 rE OF CAS\�4 0) THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTRUTE USIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWS NOT BE CONSIDEREDA WAIVER OF RRM DESIGN GROUP'S tGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a California Corpor tion .j 'LU _ I Uj m IL W O , Q Z- � M /0) V -a N O r ' L F - Er- L 0 Lo T- N W m v IL 0 O Y Q IL 0 0 0 z a O m x t� W Z W Z O H CO) W 0' rei 1 U U) Z 0 U N0. i TE O n co O dj $. Oo C 0 H � Y Q IL 0 0 0 z a O m x t� W Z W Z O H CO) W 0' rei 1 U U) Z 0 U N0. I REVISION TE O n '` Cl) C m Y Q IL 0 0 0 z a O m x t� W Z W Z O H CO) W 0' rei 1 U U) Z 0 U N0. I REVISION TE � x i 0 R m DRAWN SY AK 0) M �■ LMV CAD FILE 1307526-CP.dwg L� JOB NUMBER 1307526 Y Q IL 0 0 0 z a O m x t� W Z W Z O H CO) W 0' rei 1 U U) Z 0 U N0. I REVISION TE PROJECT MANAGER LIEF McKAY DRAWN SY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1307526 SHEET: 6 of 49 tr. i 001L - 114, r, ti 0- 6 O Z H W 0 W_ 0- W D H m Z H Z n 0 L) Y a C) 0 CK O m W Z W Z O C0 W W 0 '7 4 'tj Zt I CONSTRUCTION PLAN — AREA'A' 0 20 40 60 feet .rv%:m%mrmm7 SCALE: V=20' NORTH m ,,ODSCA 4 S - S%ERROO Oft c -!5?4 7E OF C 0 THE INCLUDED DRAWINGS, SPECIFICATIONS DETNSZ.D I'M. uj ca �e 0 ARRANGEMENTS REPRESENTED THERrmy A= m THE PROPERTY OF RRFA DESIGN GROUPAND NO TH SW F SMALL ED I= WI 4N C BE COPIED, DISCLOSED TO OTHERS OR US] EC ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC K)JECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL THOUT THE WRITTEN CONSENT OF RRM DESIGN GROlJP. VISUMMAL CT WITH ntAm THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USIVE La EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS SU ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT > Fv tn BE CONSIDERED A WANIER OF RRM DESIGN GROUP RIGHTS. RRM DESIGN GROUP COPYRIGH 3 2010 1 r RkM is a Califo m-ia Comor tion ti 0 LL uj I'M. uj ca �e 0 > < c x m IUL 0 j nv- C) Lc) th _,�d cri co PROJECT MANAGER LIEF McKAY TBY 41� 0 0- NO. REIASION ATE 0 0 z PROJECT MANAGER LIEF McKAY TBY 41� 0 0- CAD nLE 130752r>-CP.dwg z ru 0 CL co) < 0 =3 o 0) FL Z) co) ui z 0 co —0:5 co r co co NO. REIASION ATE 0 0 z PROJECT MANAGER LIEF McKAY TBY 41� 0 0- CAD nLE 130752r>-CP.dwg z ru 0 z ui z 0 Z) co) ui z 0 NO. REIASION ATE PROJECT MANAGER LIEF McKAY TBY DRAWN BY AK CHECKED IVIS DATE February 26, 2010 CAD nLE 130752r>-CP.dwg JOB NUMBER 1307526 SHEER 7. of 49 0- 6 z Lu 3 0 �j z il—",- Z: 0 m 0) Lc) 0 0 0 Lu m Lu z 0 Lu .J W V� m�X7j-D W S�QVII,NDSCAPt 9jJ�Cs o M LLL 0-�- W V v?��S.SMERRO�N L cc m v a. S N m ti 6 P z 11 0 11 _ 0 Cl Dab �p DATE February 26, 2010 STATE OF Cpl-�E�� V THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESI S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND EMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONI WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTItUTE EVIDENCE OFACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGHT 010 RRM is a California Corpor ion .J W V� m�X7j-D W eLL j o M LLL 0-�- W to L cc m v a. O W m ti 0 O Q M W$ N C — O � o o CO) �L ' z 30 r a`> 1 1 i — a � o o o �O ' z CO) 4c�M O W m ti PROJECT MANAGER LIEF McKAY z M _ z DATE February 26, 2010 W V z o 1 1 i — a � o o Q �O ' z ii 4c�M O W Q— PROJECT MANAGER LIEF McKAY z W0 W _ z DATE February 26, 2010 W U z o JOB NUMBER 1307526 SHEET: 8 of 49 CP�2002 U), ul z 0 0 U NO. REVISION TE _ _ PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY Ims DATE February 26, 2010 CAD RLE 1307526-CP.&g JOB NUMBER 1307526 SHEET: 8 of 49 CP�2002 N CL 6 z W 0 w a - z Z Q f - Z O a� 0 fl - L0 Y 0- a a 0 tY_ O m C7 W z W Z W Q: 0 I • P 9.20 r- co 8• 0 0 >• N lV �A U w 1, 5.01 w w Coco 7.01 _ co ” ED I Q C ; .. \ VD -1.0 Z Z CONSTRUCTION PLAN - AREA'C' u YKIA Ts: R' BASKETBALL COURT: SEE ENLARGEQ PLAN, SHEET CP -3.01 FOR MORE INFORMATION IN- THIS AREA PA 9.05 C 7.08 MATCHLINE'C' SEE SHEET CP -2.03 • MATCHLINE'C' SEE SHEET CP 2.04 • 4 0 20 40 60 feet -ra%fm%mrm7 SCALE: V=20' [1,1181I1>11mo1 U ��Q�,p,NOSCApF9RC TE .SHERRppNO � `a 0 Q 1 z z r o W 11//30/11 CL V gg E �7 ode �? O_ SlAtE OF CP•L`�0 �.-- THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESI AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL MAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE HALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PR ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED W UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL COMA WITH THESE DRAWINGS OR SPECIFICATIONS SHALLCONST[TUTECON USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHA NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GROUPS R HTS. RRM DESIGN GROUP COPYRIGHT 10 RRM is a Califomia Corpora on • P 9.20 r- co 8• 0 0 >• N lV �A U w 1, 5.01 w w Coco 7.01 _ co ” ED I Q C ; .. \ VD -1.0 Z Z CONSTRUCTION PLAN - AREA'C' u YKIA Ts: R' BASKETBALL COURT: SEE ENLARGEQ PLAN, SHEET CP -3.01 FOR MORE INFORMATION IN- THIS AREA PA 9.05 C 7.08 MATCHLINE'C' SEE SHEET CP -2.03 • MATCHLINE'C' SEE SHEET CP 2.04 • 4 0 20 40 60 feet -ra%fm%mrm7 SCALE: V=20' [1,1181I1>11mo1 U � TE oa � `a 0 Q 1 z z W �o CL V gg E w O_ z �.-- CL U z 0 JOB NUMBER 1307526 ` SHEET: 9 of 49 CP=2nO3 CL g g L C wz o 'fl 7 O � N C U 4 J LLDcM E ocr) N O in c I��QQ ' c Lu = ch Ln c c .. ................ .,� Lc) 00 aoX-� CL ; V � LL i— co `.....• ....«,-__ .._,.„.__ilk'_.,....._...__.._..... _. O a) t I� C:) m < { = r W m v o. • P 9.20 r- co 8• 0 0 >• N lV �A U w 1, 5.01 w w Coco 7.01 _ co ” ED I Q C ; .. \ VD -1.0 Z Z CONSTRUCTION PLAN - AREA'C' u YKIA Ts: R' BASKETBALL COURT: SEE ENLARGEQ PLAN, SHEET CP -3.01 FOR MORE INFORMATION IN- THIS AREA PA 9.05 C 7.08 MATCHLINE'C' SEE SHEET CP -2.03 • MATCHLINE'C' SEE SHEET CP 2.04 • 4 0 20 40 60 feet -ra%fm%mrm7 SCALE: V=20' [1,1181I1>11mo1 NO. U � TE O � `a 0 Q 1 z z W u CL V gg E w O_ z �.-- CL U z 0 JOB NUMBER 1307526 ` SHEET: 9 of 49 CP=2nO3 CL g g L C wz o 'fl 7 O � N C U 4 J E ocr) O in c ' c = ch Ln c c .,� Lc) 00 CL ; V � NO. U � TE a 0 Q 1 z z • m CL V z w O_ z �.-- w U z 0 JOB NUMBER 1307526 SHEET: 9 of 49 CP=2nO3 vJ wz o U NO. REVISION D TE PROJECT MANAGER LIEF McKAY_ DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD RLE 1307526-CP.dn JOB NUMBER 1307526 SHEET: 9 of 49 CP=2nO3 N tit-- 0- 6 z U w O 0— Cl Cl I<. - co z H Z O 0 ti Y 0- a 0 0 O m L7 w z w z O I— w w CD GROUP PICNIC AREA: SEE ENLARGED PLAN, SHEET CP -3.02 FOR MORE INFORMATION IN THIS AREA 0 20 40 60 feet CONSTRUCTION PLAN - AREA V SCALE: 14=2(Y NORTH I 4 i DSCgP f9�C W �:=Z 00 c > M 00 S•SNERRpoNO M W JVI L (a o.o o. V N , 0 5111 11/30/11 y 0- 0. DRAWN BY AK CHECKED BY MS U U THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES I r ARRANGEMIENTSREPRESENTED THEREBY ARE AND REMAIN Tiff PROPERTY OF RRM DESIGN GROUP AND NO PART SHALL w w ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DIVEL ITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RTAL OF (j) co) BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' IGHTS. w w RRM is a Califomia Corpor tion w w m • m ' w w z z U U Qa • I . -T N ♦i, I a o. - . \ _ ♦ \ w w \ ♦ ♦ w w \\\♦��♦ ♦\ �;\ \♦ t4 to -,.,' \\♦♦\\♦`\♦♦\�\\ \ w w ♦\♦ \ \\\ ;.., J���. Q�i l � •` I.J •r, .: .. �,:. ;.. '.ice. t. ' ttiJC 4y `rh�`:.Ir� H CD -1.0 9.17 • 7.01 C CD -1.0 i i i _i i GROUP PICNIC AREA: SEE ENLARGED PLAN, SHEET CP -3.02 FOR MORE INFORMATION IN THIS AREA 0 20 40 60 feet CONSTRUCTION PLAN - AREA V SCALE: 14=2(Y NORTH I 4 i DSCgP f9�C W �:=Z 00 c > M 00 S•SNERRpoNO M W JVI L (a Z� �A o. V N 0 5111 11/30/11 y ~ Q ' UaN DRAWN BY AK CHECKED BY MS SjArE OF CAS -`Ea DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES AND ARRANGEMIENTSREPRESENTED THEREBY ARE AND REMAIN Tiff PROPERTY OF RRM DESIGN GROUP AND NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DIVEL ITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWS NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion wa W co W �:=Z 00 c > M 00 LL M W L r LO L (a v o. on 407 CL U o Mo O J R� C W co E o O : co Mm AIAV' m W Q g za 0 F— D w F- U) Z O U NO. REVISION ATE PROJECT MANAGER LIEF MCKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1347526 SHEET: 10 of 49 CPm2_0041 N ti a d z U W cr(L W Q F- _) z Fa -- z D O rn C) Lo Y 0- 0 0 0 Q` O m w z MATCHLINE'D' SEE SHEET CP -2.04 • MATCHLINE 'D' SEE SHEET CP -2.05 • • PA RROp < a i , P. is 5 i _,. _ i i i 1 F ,, va .. .... _ ....._.... i ; .. _. .. .. ..... _ _... .,.. -. PROJECT MANAGER LIEF McKAY mv"— �t 11/30/11 � CHECKED BY MS r i : DATE February 26, 2010 `p CAD FlLE 1307526-CP.dwg f ,.y Wf_ : 0 a. L t ARRANGEMENTS REPRESENTED THEREBY ARE ANDS s THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON ON WITH f : f I FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPE WITHOUT : ACT WITH 4 CLUSTVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS_ RRM DESIGN GROUP COPYRIGH : RRM is a Califomia Corpo tion I , i i •�S (O Cri tv, V i ... ;:: ._•• � :: gip' ' t t S ' : r —• {. •. z i i '�` �� '�'?� 'di 'i�'i"Y- '-i 'd- h ! \ `% ! � - Fi \\. s .. I { , �i F ( t !E t 's. i' I: \ \ \ i i 1 f t_ f i : : :c') } ,k f . p < 1;:' { 'S -A -NT -D--- -R1 f h ' i 0 0 20 40 60 feet CONSTRUCTION PLAN - AREA'E' SCALE: i "=29 NORTH : ■ OSCAPt4 a W w 0 RROp ca M � 0 -- m F- v- O va ,+ t PROJECT MANAGER LIEF McKAY mv"— �t 11/30/11 � CHECKED BY MS aCS DATE February 26, 2010 `p CAD FlLE 1307526-CP.dwg R� sjgTEOF Cpl\�� 0 a. ITHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE GNSAND ARRANGEMENTS REPRESENTED THEREBY ARE ANDS REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPE WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CLUSTVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS_ RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpo tion W — t!1 � a a W w 0 r= > CO X_ ca M � L 0 0 -- m F- v- O va NO. W ATE PROJECT MANAGER LIEF McKAY P CHECKED BY MS _ DATE February 26, 2010 Co CAD FlLE 1307526-CP.dwg 0 a. SHEET: 11 of 49 Pm2_m 0 M. o H y Eo co I i *,O®r •�S (O Cri V NO. REVISION ATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS _ DATE February 26, 2010 CAD FlLE 1307526-CP.dwg JOB NUMBER 1307526 SHEET: 11 of 49 Pm2_m 0 ti U ti a 6 z M % .rA 7 � r 7.02 / / J ! / ; ^' "` NOTE: r, �DETAIL , , .• , , , :• , : •'z: -� � A SEE A, SHEET CD -1A3 FOR COURT STRIPING AND COLORED SURFACING 7. ! J' 9.02 LEo:.. � �. ,', ,�, '. •, .., r �, ,,��' '•, ,.�,. ,,, r, I 7.02 ,! J . , " J i / i r' / l r - / t ✓ ✓ / . ! / f i ! ! / ✓ J / . , / i / i J J J 'J - r w �/! ✓ i i J" / i / / ! r`!r / 1. ! / r'i � jj / - , ! , r` f r ✓ f r i ,/ i J` r f t r' ! t / , ✓ ` r' , J ✓ i r r` ! i % .. a / !i /r /`/ �� ✓ / / r'r !% f r r , ; ! r' ! / /'/! f // 1 ' r , r , / : I v s n J' / / r F r 1 ! / ! ! r r' ✓ ., r r ✓ r , f i / /• ! . / r f / i / ' b'.. J r i t : / / - ✓ +'� ! , ! 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Z���S• m M�'m v w d N O 0 C) {x 11/30/11 os. h La DATE February 26, 2010 sr4 rE OF CAS-\F�� CAD FILE 1307526-CP.dn THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion W — W a W O I c o M zs M W Q! LL. O m M�'m L LLo d va O U C) Q EC W c cqO ATE •Oco co i r d O U C) PROJECT MANAGER LIEF McKAY DRAWN BY AK h La EC Y a CL 0 0 0 z o m x w z W Z O F co) W �j NO. W c cqO ATE •Oco co i r d Y a CL 0 0 0 z o m x w z W Z O F co) W �j NO. W � ATE r •— a-+ cn u-, PROJECT MANAGER LIEF McKAY DRAWN BY AK 11CHECKED BY MS M DATE February 26, 2010 CAD FILE 1307526-CP.dn V Y a CL 0 0 0 z o m x w z W Z O F co) W �j NO. ,REVISION I ATE PROJECT MANAGER LIEF McKAY DRAWN BY AK 11CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dn JOB NUMBER 1307526 SHEET: 12 of 49 CPm3nO_l N ti ti O Z H U w O 0- \w\� 6t. 'l'—^ co) Z H Z O m oj 0 ti In Y tY CL 0 0 O m C> U.1 Z Lu Z O w 0 r 5.01 7.08 a E GD -1.0 PA Sn y x: sz , • v 4 D 6.04 S 7 D-1.0 <, PA J 7.01 ' o \ G. 6.03 OTyp. 9.18 1 1 z ., Al A T x G 7 -A v 9.09 TYP. 9.02 . PA <, a x PA _< 6.04 ` M 9.10 TYP._ 6.01s I 12.0,1 v 1 <1 O f r yC. O O O 3 .t 602 6.64 D TYP. 9.02 6.01 / 9.06 D-1.0 D . A 0-1 6.01 u u CD -1.0A A 4 . PA D-1.0 f: PA A ` 12:05 6 � ' a : e .7 5.01 TYP. u - PA � 9.37 H �-- D -1.o 9.38.,... Z. �z ; 1 ` 4 9.22 9.24 " ,' w I 0 8 16 32 feet ENLARGED PLAN - GROUP PICNIC AREA SCALE: 1/8"=1'-0" NORTH W — wC,>m W Q m a W � S�O,oDSCApEgjpC' o co N .SHERRp�No 'yjJFCI m LO v- s_ cc m Z� 3 / 4 PROJECT MANAGER LIEF McKAY 11/30/11 BY MS DATE February 26, 2010 CAD RLE 1307526-GP.dwg s'� TE OFC JOB NUMBER 1307526 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D AND ARRANGEMENTS REPRESENTED THEREBY ARE ANDS REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PARI SHALL BE COPIED, DISCLOSED TO OTHERS OR USED iN CONNEC ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPE ITHOUT THE WRITTEN CONSENT OF RIM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE (GIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB rrrALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion W — wC,>m W Q m a W � X � o co N Ov~ m LO v- s_ cc m va 40 5 S' C•i NO. REVISION I ATE PROJECT MANAGER LIEF McKAY DRAWN BY ]CHECKED AK BY MS DATE February 26, 2010 CAD RLE 1307526-GP.dwg JOB NUMBER 1307526 SHEET: 13 of 49 CPm3mO2l 1` 0- 05 z U W 0 a I W h t/) z H z O a� 0 ti L0 Y a 0 0 Z O m 0 Lu z W z O w O a 1" = 2(Y i DRAWN BYE GRE"YSTt]NE NEIGHBORHOOD III CHECKED BY: LM PARK rrr� � � � � � group DATE: 'S1i 9/10 tneadng +emrironments people er�joy� JOB N0.• 1307526PLAY SURFACING s=8fta WVM ss. wz. t oa�oaaaecaoi SCALE:—N.T.S. a;eogsss.,r� � �:t��eaa� w�w.mr4�etpn.r�m 4 �c�rananaewlwwMmMgaat.+�aa�c+�olajwd�M ttawsssraurarnar.uaw SHEET NO., i RUBBERIZED SURFACE, V FALL HEIGHT, TYP. w mm. MMUMM 0 20 40 60 feet 1" = 2(Y DRAWN BYE GRE"YSTt]NE NEIGHBORHOOD III CHECKED BY: LM PARK rrr� � � � � � group DATE: 'S1i 9/10 tneadng +emrironments people er�joy� JOB N0.• 1307526PLAY SURFACING s=8fta WVM ss. wz. t oa�oaaaecaoi SCALE:—N.T.S. a;eogsss.,r� � �:t��eaa� w�w.mr4�etpn.r�m �c�rananaewlwwMmMgaat.+�aa�c+�olajwd�M ttawsssraurarnar.uaw SHEET NO., 0 8 16 32 feet ENLARGED PLAN - PLAYGROUND SCALE: 1/8"=1'-0" NORTH DSCAp'C4 d W �e R$p�No o M SHf 0 W V N (o WM 0 tel.._ 2.G ? DRAWN BY AK CHECKED BY MS STATE OF CAS -CEO DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES S AND ARRANGEMENTS REPRESENTED THEREBY AREAND REMAIN THE PROPERTY OF RRM DESIGN GROUPAND NO PART THER SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN EC WIiH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED THE VAUTTEN CONSENT OF RPM DESIGN CROUP. VISUAL CTWTM THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE uSIVE EVIDENCE OFACCEPTANCE OF THESE RESTRICTIONS. SUB ITTAL OF THESE DOCUMENTS FOR PUSUC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion W — U W m�xa5 d W �e > o M IULL 0 W L0 r (o WM va Q a 0 0 0 00 TWT V W Z Z 0 ' 'A v+ W V I 0 NO. REVISION DTE PROJECT MANAGER LIEF Md(AY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CP.dwg JOB NUMBER 1307525 SHEET: 14 of 49 CP�3w03 �N ti d 6 Z F- W O w a w Z H Z n O a� 0 ti Y 0- a 0 0 O m O w Z w Z O w fY 0 A CD -1 ENLARGED PLAN -SPLASH PAD O 9.02 .. 9.26 9.33 9.27 9.20 }...; 14 c i 9.20 , y J.. y 41 { 4 i 1 �"� 9:32 i. 1. 931 y 7. : 1 . J1 M {/v 03 _. f , - C i { i t { / I ' r , 9.28 _ G 9 D4.0 7.01 h G 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. D. SEE CIVIL SHEETS FOR GRADING AND DRAINAGE INFORMATION. 5.01 9.20 , 4 24 .. 9.30 9.35 _ u 4 ti •" V-5 �,. 44 s r 4 9.02 9.10 0 8 16 32 feet SCALE: 1 /811=11-0° NORTH O"n.-- --•.cq,p SRERRO�NCti o \\ 11/30/11 �. `P srgTE OF CA��F� THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS. ARRANGEMENTS REPRESENTED THEREBY ARE AND SM�NS AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART OF SHALL BE COLIED, DISCLOSED TO OTHERS OR USED IN CON yyl•n-1 ANY WORK OR PROJECT OTHER THAN THE SPECT PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACTTH WITH THESE DRAWINGS OR SPECIFICATIONS SHALL EVIDENCE OF ACCEPTANCE OF THESE RESTRICTkM CONG_US VE THESE DOCUMENTS FOR PUBLIC AGENCY REVI BMIT'!AL OF HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GR 3 RIGHT'S. RRM DESIGN GROUP COPYRIG T 2010 RRM is a Califomia Coro tinn a a = O � O O g Q. MO W � ♦n z = N W v Z a. a Z 0 z ' ^ H 1-- V W aj O W a cic > Z O W o co 0. REVISION DA Z Ia- Z O PROvEC I MANAGER o LIEF McKAY Lo ~ DRAWN BY CHECKED BY Y cr AK MS d < DATE February 26, 2010 p CAD ILL O 1307526-CP.dwg ir O )08 NUMBER co 0 1307526 W z MEET 15 of 49 Z O P=3004 �w .J~ LL LU ao-� W (DT— c X M U LL O�� t�) co v a. •0 g a a = O � O O g Q. MO W � ♦n z = N W v Z a. a Z 0 z ' ^ H 1-- V W aj O W a cic > Z O W o co 0. REVISION DA Z Ia- Z O PROvEC I MANAGER o LIEF McKAY Lo ~ DRAWN BY CHECKED BY Y cr AK MS d < DATE February 26, 2010 p CAD ILL O 1307526-CP.dwg ir O )08 NUMBER co 0 1307526 W z MEET 15 of 49 Z O P=3004 �w •0 g t- o m 7 dm� m � cv O CL OO U J ID cc co •� co U- r m W 0� m •= Oco c Ti i ti n - `�' u Q a a = O � O O g Q. MO W � ♦n z = N W v Z a. a Z 0 z ' ^ H 1-- V W aj O W a cic > Z O W o co 0. REVISION DA Z Ia- Z O PROvEC I MANAGER o LIEF McKAY Lo ~ DRAWN BY CHECKED BY Y cr AK MS d < DATE February 26, 2010 p CAD ILL O 1307526-CP.dwg ir O )08 NUMBER co 0 1307526 W z MEET 15 of 49 Z O P=3004 �w W a a� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE AND ARRANGEMENTS REPRESENTED THEREBYAREANDS REMAIN 71ff PROPERTY OF RRM DESIGN GROUPAND NO PARE F SHALL 9ECOPJEDD ED ID .OB118EDJN WaH .ANY• WOR K-ORECT'•04ERTNAN'TdiEESPEGtFIC AOJEC7 FOR WHICH THEY HAVE BEEN PREPARED AND DENELOPE UT THE WRITTEN CONSENT OF RIM DESIC;�i GMI ! VISUAL WITH THESE DRAWINGS OR SPECIFICATIONS SWIU.CONSTTftJTE USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW L NOT BE CONSIDERED A WAIVER OF RRM DESIGN RIGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a California Corpor tion W a a� o LLp QQ c� rn O � is Ca 75 Ito O LL _r L L CHECKED BY MCN/RTS mLo DATE f xuwyA.301D m v M o. JOB NUMBER. 1307526 CO a Q 0. 0 0 0 0 m 0 W �z W z 0 H i� 0 1'*� I NO a� U ATE _REVISION O � is J .0 E Ito O C cc DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE f xuwyA.301D N Q 0. 0 0 0 0 m 0 W �z W z 0 H i� 0 1'*� I NO W ATE _REVISION ~ W L V C7 o. PROJECT MANAGER Q 0. 0 0 0 0 m 0 W �z W z 0 H i� 0 1'*� I NO ATE _REVISION PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE f xuwyA.301D CAD FILE 07066GP08.dwg JOB NUMBER. 1307526 'SHEET: 16-vfW •49 GR -1.01 a 6 z U w 0 a I w 0 m Z M O Q 1�- tt7 C 0 2 w O m C� W z w z O i-- iJ ¢ ,lj, Tis_" __'��' �; jf�" "'�^�^ -, 7..,....•... �.._-._.__.�� �.._,., ,..•..-�...�.-_...._... .._r_ � ._-'_""�_'_�^� •� _.'-"-:�x:,�.:aieaY:� n_._�__�_. �._.=..___.._»...x«�.-�.-..r<,..�.:..c.� i ! i �: � i •��, , u0 UIE � BkE LANE' is '43'W 351.1£' ... »> .., p 1 e' d' 0 3 0 2 3�°• � e `sem y e +t 1, v 4 I, 66 67 1 68iA4 { al TRACT No. 6'T 04 " PHASE 3 jam. BK. 50, Ply" 53 RESIDENTIAL. ate, tt I i 3 I 1 t f ii 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSRELD ORDINANCES AND STANDARDS PERTAINING 23, CONTRACTOR TO VERIFY DIMENSIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS IN FIELD BEFORE ..�..,.._,�..._______..-.-..__....._-t_._.._.�..--_._._._._._..._,.__,.._._-_....��y � o sE1YE4 I GRADING IN ACCORDANCE W17H CITY OF BAKERSRELD ORDINANCES SHALL BE BROUGHT TO 7HE ATIFN770N OF THE ENGINEER BEFORE PROCEEDING WI7H ANY WRK, 2. 7HE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND 24. PRIOR 70 COMMENCING ANY WORK WITHIN 774E CITY RIGHT-OF-WAY, 7HE CONTRACTOR SHALL OBTAIN .., i .._.._.,.CLI_._-.,.......»_._..__......./- ,.�__.._._.._____.._.: -..,�_...--.,:-._--..._._..._..._._.:.__. fir._.....,__._»........._. _ ., „! i /,• ` i r, 1 i .. __._............._.,__i._.____.___.t,:.,...._.._..-...._.,._._.._._L`!._____-.._._tCG_........-.-.......___..1-CL_,..__».___..._..__....c _._.1.Ci.:.... i I ! �' EX. Lai NTS VMY f'YP, `r# t'I t k 3. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE N077FIED 48 HOURS PRIOR WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. TO PLACING ANY MA7EMAL. EXISTING WATER LINE '43'W 351.1£' ... »> .., p 1 e' d' 0 3 0 2 3�°• � e `sem y e +t 1, v 4 I, 66 67 1 68iA4 { al TRACT No. 6'T 04 " PHASE 3 jam. BK. 50, Ply" 53 RESIDENTIAL. ate, tt I i 3 I 1 t f ii 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSRELD ORDINANCES AND STANDARDS PERTAINING 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 WITH WfDRK. ANY DISCREPANCIES THAT WILL AFFECT IYE-INS 70 EXIS77NG IMPROVEMENTS GRADING IN ACCORDANCE W17H CITY OF BAKERSRELD ORDINANCES SHALL BE BROUGHT TO 7HE ATIFN770N OF THE ENGINEER BEFORE PROCEEDING WI7H ANY WRK, 2. 7HE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND 24. PRIOR 70 COMMENCING ANY WORK WITHIN 774E CITY RIGHT-OF-WAY, 7HE CONTRACTOR SHALL OBTAIN CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS SPECIFICATIONS AND CODE W THIN HIS PURVIEW. A STREET PERMIT FROM THE CITY OF BAKERSFlELD PUBLIC WORKS DEPAR7MENT. UNLESS SECURED BY A -ANY WOW 0R4apA)j M,4gwERTI41W T1dESPSCIFIC SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED 3. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE N077FIED 48 HOURS PRIOR WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. TO PLACING ANY MA7EMAL. EXISTING WATER LINE Ci 25 ALL TRENCHES AND EXCAVATIONS SHALL, BE CONSTRUCTED IN STRICT COMPLIANCE WITH 7HE APPLICABLE 4. CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CALIFORNIA AND FEDERAL O.SH.A. REQUIREMENTS AND 07HER APPLICABLE SAFETY ORDINANCES CONTRACTOR CONDITIONS DURING 7HE COURSE OF CONSTRUC7701V OF THIS PROXCT 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 aS.H.A. PERMITS WHEN WORKMEN MUST ENTER TRENCHES GREATER THAN FIVE FEET WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DOWER, ARCHITECT, REFER 7n SOILS REPORT FOR ALLOWABLE SLOPES. AND 7HE..EUGINE R WARMLESS .i4WM ANY -LIABILITY, .REAL OR ALLECM -W COM WCllON WJW INE PERFORMANCE EXISTING GAS LINE OF 'WMK aN '77'1/5 PROJIECT, EXCEPTING FOR LIABILITY ARISING FROM 7HE 'SOLE NEGLIGENCE OF THE OWNER, 26. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL 'VEWY DEP7H AND LOCA1701V OF ALL U77LITY ARCHITECT, OR 7HE ENGINEER. CROSSINGS THAT WILL AFFECT THIS CONS7RUC770N, INCLUDING WATER, SEWER, AND STORM DRAIN, TO DETERMINE R26 IF ANY UTILITY CONFLICTS EXIST. ANY U77LITY CONFLICTS SHALL BE BROUGHT TO THE ATIEN77ON OF 7HE S. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO ENGINEER SO THAT DESIGN CHANGES CAN BE MADE PRIOR TO THE START OF CONSIRUC770N, BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING EXISTING STREET NAME �I TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES 7HE ENGINEER ASSUMES NO RESPONSIBILITY FOR 27. IF THE PROJECT IS SUBJECT TO 7HE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION BURIED LINES NOT 4NDICAZED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. SYSTEM (NODES), A NOTICE OF INTENT" (NOI) TO COMPLY WITH THE 7ERMS OF THE GENERAL PERMIT TO (USA 1-800 642-2444). DISCHARGE STORM WATER ASSOCIATED WITH CONS7RUCTION ACTIVITY (00 ORDER NO. 92-08-DWQ) MUST BE 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.05 FOOT. FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONS7RUC770N ACTIVITY. COMPLIANCE 107H THE GENERAL PERMIT REQUIRES 7HAT A STORM W417T=R POLLUTION IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF TOLERANCE AFTER COMPACTING AND PREVEN77ON PLAN (SWPPP) BE PREPARED, CON71N000SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS OWNER, THE BUILDING PAD SHALL BE GRADED TO +/- 0.05. 28 =7HE LANDSCAPED AREAS TO BE DESIGNED AND GRADED =7O MINIM12E EXCESS LANDSCAPE 7. THE CONTRACTOR SHALL W017FR AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2Z OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. OUST CONTROL SHALL CONFORM 70 THE SAN JOAQU/N VALLEY UNIFI£Q AIR POLLUTION CONTROL DISTRICT REGULATIONS 29 BUILDING PAD PREPARATION: EXCAVATE' EARTH MA7ERIALS TO A MINIMUM DEPTH OF THREE FEET BELOW LOWEST EXISTING GRADE IN EACH OF THE PROPOSED BUILDING AREAS OR AS PER GEOWCHNICAL REPORT. 8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS THE BOTTOM OF 774E EXCAVA770N SHALL BE REVIEWED BY THE SOILS ENGINEER. SCARIFY THE BOTTOM OF SHOWN ON THE PLANS, EXCEPT ANY EXCAVATION SEPARATELY DESIGIVATED AND PAID FOR AS A SEPARATE l7EM. THE EXCAVATION 12 INCHES, MOISTEN TO NEAR OP77MUM MOISTURE CONTEWT,, AND RECOMPACT TO 9OX OF 7HE MAXIMUM DENSITY PER ASTIV D1557 OR AS PER GEOTECHNICAL REPORT. WORK TO LINES FIVE FEET 9. EMBANKMENTS - EMBANKMENT CONSTRUC17ON SHALL CONSIST OF CONSTRUCTING EMBANKMENTS, INCLUDING BEYOND THE EXTERIOR FOOTINGS 7HE PREPARATION OF AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES Wf7HIN OR = OUTSIDE THE CONSIRUC77ON AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN 711E 30. PAVEMENT AREA PREPARATION: SCARIFY TWELVE INCHES BELOW THE GRADING PLANE, MOISTEN TO NEAR AREA ilHME UNS(f/TABLE MATERIAL WAS BEEW REMOVED, AND THE PLACING AND COMPACTING OPTIMUM MOISIW CONTENT, AND RECOMPACT TO 9OX OF THE MAXIMUM DENSITY PER ASTM D155Z IN OF EMBANKMENT MATERIAL 1N HOLES, PITS, AND DEPRESSIONS FOR THE CONSTRUC77ON OF EMBANKMENTS ADDITION, THE TDP EIGHT INCHES OF SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95.9; OF THE MAXIMUM PREPARING SUB -GRADE AT 774E GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE: DOING NECESSARY DENSITY PER ASTM D1557. WORK TO LINES AT LEAST TWO FEET BEYOND 7HE OUTSIDE EDGES OF PLOWING OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPAC77NG MATERIAL TO THE LINE AND GRADES PAVEMENTS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, ALL EMBANKMENT CONSTRUCTION SHALL BE CONSIDERED AS INCLUDED IN 7HE CONTRACT PRICE PAID PER CUBIC YARD FOR FURNISHING AND PLACING THE MATERIAL OR CONSIRUC77NG AS EMBANKMENT, AS 7HE CASE MAY BE, AND NO ADDITIONAL COMPENSATION WILL a BE ALLOWED FOR SUCH WORK, 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE I a STA 7F OF CALIFORNIA DEPARTMENT OF TRANSPORTA77ON DA7ED MAY 2006, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WI7H 7HE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS c AND ANYWO-IES iE�'►EON, THE -NOL <S trREON -'HALL TAKE PRECEDENCE -OVER AND -BE USED IN LIEU OF SUCH COIVFUC77NG PORTIONS SAID SPECIFICA77ONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" , USING TYPE V CEMENT, AS IN ACCORDANCE WfTH SEC7701V 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS UNLESS 07HERWISE SPECIFIED. B) ASPHAL77C CONCRETE SHALL BE TYPE -B-, MEDIUM GRADED, 1/2" MAXIMUM AGGREGA71~ AND INTIMATELY MIXED WITH 5 TO 6-1/291 ASPHALT 11. IN THE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH & ASSOCIATE'S' PLANS, DRAWINGS OR 07HER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS. OR 07HER DOCUMENTS 12 >c11m .& . 47E'S SHA '-WT BE RESPONSIBLE DR LIABLE .FOR VNAMHORM CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, W WRR ING, BY MdNTOSH & ASSOCIATES 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN. AND MADE A PART HEREOF, THE PRELIMINARY SOIL REPORT PREPARED BY SOILS ENGwEERING INC., FILE NO. 07-12294, DATED OCTOBER 24 2007, 777LED "PRELIMINARY SOILS INVESTIGATION PROPOSED FIRE STATION NO. 14 AND GREYSTONE PARK 70 BE LOCA7ED ON THE SOUTHWEST CORNER OF MOUNTAIN VISTA DRIVE AND HARRIS ROAD IN BAKERSFIELD, CALIFORNIA,' AND ALL ADDEMDUMS 7HERE7n IN OF CASE OF A CONFLIC1T BETWEEN THE PLANS, SPECIFICATIONS, AND SOIL RECOMMENDA770NS THE MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 11 THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE N077RED OF ANY ITEM ENC'OUN7ERED DURING 7HE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOWMENDA77ONS CAN BE MADE BY 7HE SOIL ENGINEER, 7S . FINISHED SLUM A2£.OM SAN VAC FEET .F/ROM BUUZNG F4UNDAJ7ONS SHOULD .BE GRADED .NO S7EERER THAN 5:1. A SLOPE RA770 OF 2.1 SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM F0077NG LINES 17, ALL SLOPES GREATER THAN 7HREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN77ALLY GRANULAR, SILTY SANDS Wf774 LOW EXPANSION P07EN77AL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN TWO INCHES IN DIAMETER, DEBRIS, AND SOLUABLE SULFATE'S IN EXCESS OF 200 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN F0077NG TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERATIONS IMPORTED SOILS SHOULD ALSO MEET 7HE FOLLOWING CR17ERIA: A) MAXIMUM X PASSING f2OO SIEVE ............ 50 B) MAXIMUM LIQUID LIMIT .................. 40 C) MAXIMUM PLASTICITY INDEX ............... 14 D) MINIMUM R -VALUE .................... 50 •E,i MAVAAtIA XXPANSION AWE ..... ... .....211 (PER 2007 CBC STANDARD 18-2) 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETA770N. OTHER BIODEGRADABLE SUSSTANAES UNSUITABLE SOIL, AND OBS7RUC770NS OF ANY CHARACTER TO ACCOMODA7F CONSTRUCTION FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES OR TO SA77SFACTMLY PERFORM ANY OTHER FUNCTIONS FOR WHICH 7HE SOIL IS INTENDED. 20. AREAS TO RECEIVE FILL SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OP77MUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 90X OF THE MAXIMUM DENSITY PER, ASTM D1557 -02e1, UNLESS OTHERWISE NOTED. 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX INCHES IN UNCOMPACTED THICKNESS AND COMPACTED TO 9OX OF 7HE MAXIMUM DENSITY PER ASTM D1557-02el, UNLESS SPECIFIED OTHERWISE. 22, OUAN7771L:S FOR EAR7HWVRK.- fXC N nON - XXX" C. Y EMBANKM&T - XXXXX G Y. OUAN77IIES ARE FOR GRADING PERMIT ONLY, THE ENGINEER MAKES NO WARRANTY OF THE AN17CIPATED SHONKA&E FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. llj-- L } T- A - 35.17 T _.�,_..-._...._.»..� ._.__..._..._._..-,...._._.._-»...___,._...._ �_.-......_.�....__.,_....P"+ I tai �� AT LNE - -SEE SHEET -#-4.01 11 .�•• �� a 61.'0 ;_h� s ; �. � .�� � - - t r� ti tv ? cV I f g�& moi. � a; ~,` I . 0 N69109'4311Yt Fr �(51 V, R=MOV T�2D.tit' G t I (51.00) 318.47' E���Altl bel �Ibzi`r3'c �f!'- o . »_ .T._.�.--f 1 a } f I 12 WI E RAOM GAS l COMP Y RIGHT-OFTV 22 7-0787 DA f 19 2. I FIREE STATION F%F,=! 5;x.00 rs" TEMPORRXRY rCRF7_AR0UN0 EASE T I PER TR. 6104 -PH 3, M. 8K, 5 0. 53 1 EXISTING POWER POLE t } &--- -EXISTING DOWNGUY 1 i I i El EXISTING ELECTRICAL METER -ANY WOW 0R4apA)j M,4gwERTI41W T1dESPSCIFIC EXISTING EDGE OF PAVEMENT 1 4' 6 57 I 6 TRACT 140.6104 m PHASE 3 M. BK. s, P. 53 I RESIDENTIAL IAL. W SCALE: 1 " = 30' 30 15 O 30 8 zs�,7s' -0- EXISTING POWER POLE RM EXISTING PPS PIPELINE MARKER &--- -EXISTING DOWNGUY ppS PACIFIC PROM SYSTEMS El EXISTING ELECTRICAL METER -ANY WOW 0R4apA)j M,4gwERTI41W T1dESPSCIFIC EXISTING EDGE OF PAVEMENT 0 EXISTING PACIFIC BELL MANHOLE THE WRRTEN CONSENT OF RPM DESIGN GROUP. VISUAL EXISTING WATER LINE Ci EXISTING CABLE N BOX w - _ EXISTING OVERHEAD ELECTRICAL UNE THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S EXISTING GUARD POST ---U- EXISTING JOINT UTILITY TRENCH RRM DESIGN GROUP COPYRIGH EXISTING WATER VALVE - --- - - - ----- EXISTING GAS LINE EXISTING WHARF HYDRANT ----X -»" EXISTING 6' CHAIN LINK FENCE R26 EXISTING STREET TRAFFIC SIGN .36 a J9 EXISTING GROUND ELEVATION - EXISTING STREET NAME �I _.._ rte " `` EXISTING GROUND CONTOUR m EXISTING EQUILON PIPELINE MARKER ------D PROPOSED STM DRAIN LINE DESIGN ELEVATION 90ESS/N C. gICF 1 F,y� v/ t No. C72598 (n Exp_ 6-30-10 S = W .1, CIVi>r F a 1 ma OF CAl- nAlP Z/2 /O CUP 08-05581 o w(L�T.- - THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, D NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S REMAIN THE PROPERTY OF RRM DESM GROUP AND NO PART OF SHALL ME.00MIX nLgnl MED TO OTHERS,O iUSED1N WRH -ANY WOW 0R4apA)j M,4gwERTI41W T1dESPSCIFIC vJ FORWHICHTHEY HAVE BEEN PREPARBDANDOEVEL WITHOUT THE WRRTEN CONSENT OF RPM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFIrATWNS SWILL CONSTITUTE USIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU TTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' RIGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a California Corpo tion o w(L�T.- - 1� ATE - WLL 0 M ce) 0 0 >m <Q vJ W I • 0 i u PROJECT MANAGER � Q chi ' a W ? 3, s- _N LL 0 � SHEET: 17 of 49 GR -1.02 m LL0 m v o. v- m j, 1� ATE 0 L 0 0 vJ It I • 0 i u PROJECT MANAGER � Q chi ' a W Z 16.CL 0 V) � SHEET: 17 of 49 GR -1.02 r J Etx0' v/ t (n S = W a 1 ma • EVc a I a c NO REVISION 1� ATE 0 D 0 at� vJ It I • 0 z PROJECT MANAGER Lu Z V W Z Z 0 0 V) JOB NUMBER 1307526 W o: SHEET: 17 of 49 GR -1.02 NO REVISION ATE PROJECT MANAGER DRAWN BY RRPIMCN CHECKED BY MCN/RTS -DATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET: 17 of 49 GR -1.02 cl REVISION _ TRANSITION FROM TRANSITION FROM FULL HEIGHT CURB AND ARRANGEMENTS REPRESENTED THEREBYARE AND o 24" FULL HEIGHT CURB TO FLUSH CURB TO FLUSH CURB . BE COPIED, DISCLOSED TO OTHERS OR USED IN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC R-1/2- FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED 0 THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL COM T Wlni A.C. PAVEMENT FULL HEIGHT FULL HEIGHT CURB CURB INMWATMAL ACCESSIBILITY SYMBOL AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW 3 e N BE CONSIDEREDA WAIVER OF RAM DESIGN GROUP'S HTML RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpor ion mom@ ' 3 LL v (La S mac 4.9X 4.9X M ca ' MAX 4' MIN MAX 5% (1" DEPRESSION) MAX GUTTER CL. 2 AGO. BASE CROSS SLOPE AT A CURB RAMP.7 Now_- 6" NATIVE COMPACTED JNIYYVd ON � CLASS "B' CONCRETE (5 SACK) TO A MINIMUM OF 90% EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EX 15' TAPER CURB FROML____� t3" CURB t3' TO FLUSH 14 / 12■ HIGH IWWTE 1. POUR -OV NATIVE 'COMPACTED ,r LErIER G TO A MINIMUM OF SOX 4" IWDE PAINTED 6" CURB & GU TTER 6 BLUE STRIPE {TYP.) GR -1.03 SEE C.O.B. SID DETAIL ST -1 03 r 4" Wl� PAINTED BLUE STRIPES • 4 BUMPER BLOCK (TYP) 3' ON CENTER. EXPANSION JOINT AT SIDEWALKS. 1i } II I GGGGC7 Cj G G G G a 0 a O t CONCRETE WALK, 6. WHERE OCCURS. @(ni (n� o @ @ MOMS, ® @ 1. TRUNCATED DOMES TO COMPLY { sr ABX STANDARDS A.C. PAVEMENT JINIMPIR "1,1� io WITH AOA OO !JO o 0 o z NO GLUE DONN DAMES ARE 70 BE USED 12 ACCESSIBLE PARKING SIGN. FINISHED ° : O t=% O O "VAN GRADE. •� •- WHERE OCCURS. a O O A } � � A n - lYJ ADD ACCESSIBLE" SIGN ON VAN -ACCESSIBLE PAIWNG SPACE. o o ® o 9" CL. 2;G BAASE — "B' O O a2" Mr.� rAPtM .A,t' ED= NNW Ar TOP T—P CLASS CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' , R .e• Ar OASE TYPICAL SECTION A—A WEAKENED PLANE JTS. EA. 15' " POUR ON 6" NATIVE COMPACTED 6 NATIVE COMPACTED TYPICAL PLAN, TO A MINIMUM OF SOX TO A MINIMUM OF 90% r2-6" CONCRETE CURB RAISED TRUNC...14TED, D OM S ACCESSIBLE PARKING SPACE GR -1.03 GR -1.03 GR -1.03 VAR. VAR, CURS AND EXP. JT EXP. J1: GUTTER RETLECTOR/ZED PORCELAIN ON 18 GAUGE STEEL. ro BLUE BACKGROUND -CT3NCf2ETE -WAt�; i�NMWIa INTERNATIONAL ACCESSIBILITY SYMBOL IN W11TE WHERE OCCURS. 5 A � 5 MIN r FINISH GRADE/LANDSCAPE 6.0 AC PAVING _1 fTNE VA {VAN SPACE OMLTj VAN /� OF DUNE OF GUT11rR gra. ----- - - OF GUTNiEER _ - s— •_ -- — __ FLAW. A --1 FINISHED GRADE, ��A EXP. JT. EXP. JT.o •�=� WHERE OCCURS..;Q GO I ` REMOVE-80SANG CURB k GUTTER PLAN VIEW AAS CONSTRUCT NEW FLOWUNE OF GUTTER 2' CALVANZED STEEL POST CLASS 8 CONCRETE (5 1/2 SACK) EXPANSION JOINTS EA. 30' I I CL. 2 AGG. BASE WEAKENED PLANE JTS. EA. 15' I L 6" NATIVE COMPACTED POUR ARE —f - i14 RM2,C 0/C EACH WAY 8' 6' ON 6" NATIVE COMPACTED (^ J TO A MINIMUM OF 907. ^ TO A MINIMUM OF 90% 12' rIMsH GRADE SECTION A -A 3 FLUSH CONCRETE CURB 8 !20-NCRETE MR02i DRAIN A CCE _S�IBLE aARKING SPA CE SIGN GR -1.03 GR -1.03 GR -1.03 (C.0.B. ST -3) 4' PtAWO IVlWWM ED ACCOME WAGES WT 24" 24" QMAID w 0190mlow valmi31us5tlwc IMM FM M REC=VZE0 PQIRAELMN STGN WW ww asAeew1' HMWH E TEXT AS SHOW ,I MAY TONANNYAr BLUE BACKGROUND COLOR 15090 ED VARIES 2' 6' 8' owers Comm row PER FS 50A. CONTRACTOR TO MECLAAMW A� WRIFY KITH OWER ALL A*VWATION N 127-1 OR ; SHONN ON SIGN INCLUDING ADDRESS AND PHONE PRIOR TO PRINTING: ALL 2X PRINTING TO BE PERMANENTLY AFFIXED. oQ a 2% ' PLAY AREA CURB 116 2- GAL POST t NOTE: N U714 m CLASS "B' CONCRETE (5 SAC WEAKENED PLANE JTS, EA. 15K) 0,20' A.C. PAVEMENT F/AflSH GRADE POUR ON 1' NATIVE COMPACTED 040' CL. 2 AGG. BASE O TO A MINIMUM OF 95X TJ ®J� j 9 SEC MIN. SOX COMPACTION.. ,J 1 1 1 V 3 0)_1 rij f � 4 T fl3 GR -1.03 A60 ZM' 1. THE RAMP SHALL HAVE 12" WIDE BORDER SLUE P'�IM BACKORC M 151190 PER FS 595A WI7H 1/4" GROOVES APPROXIMATELY 3/4" 3�•0R AHE SURFACE, QFtOF �� OF RAMP SHALL HAVE AAITRANSVERSEL, �� BROOMED SURFACE TEXTURE ROUGHER CS N �� ' aF 7 C qI_t p3 THAT THE SURROUNDING SIDEWALK. a. C72598 2. TRANSITIONS FROM RAMPS TO WALKS, 4MA Exp. 6-30-10 y GUTTERS, OR STREETS SHALL BE FLUSH AND ati �k wFR££ OF ABRUPT -CHANGES.OX +`$ 9TFOF IOX MAX A� APPROX. 3/4' SIN CAL�4 AT CURB Ile DACE: E�sf�iO 2% MAIL TOP OF RAMP MAX ��E WHIE PAW7ED SYMBOL CNTn�NS� E � 11A1A. �, CBcCUP MCINTOSH 08-05584'J 4 M/N. s„ SEC—A—A 5 CORNER RAMP, ri O SEC T1 ON � 4 l LAM SW%M - C1W BX*WM 02010 GR -1.03 CA� BRANS A$$A GR -1.03 2001 Wheelan Court Bakersfield California 93309 #07-066 (661� 834-4814 cl REVISION _ TH57NCLUDEA DRAWINGS SPECIFICATIONS, IDEAS, AND ARRANGEMENTS REPRESENTED THEREBYARE AND o THE PROPERTY OF RRA! DESIGN GROUP ANI NO PART THERE SHAD BE COPIED, DISCLOSED TO OTHERS OR USED IN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ECT FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED 0 THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL COM T Wlni THESE DRAWWGS OR SPECIFICATIONS SHALL CONS: USIVE EVIDENCE OF ACCEPTANCE OF THESE RE3TRICTNNJS. AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW 3 L NOT BE CONSIDEREDA WAIVER OF RAM DESIGN GROUP'S HTML RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpor ion cl REVISION _ TE wo. o a� � �O M IL 0 V cr) V ac .L2 O > Q M w S.. CAD FILE 07066GP08.dwg JOB NUMBER 1307526 SHEET. 18 of 49 GR -1,03 mom@ LL v s. !— (La 0 mac M ca tw,E REVISION _ TE >C o a� � r s M 0 V CL .L2 O -DRAWN -BY RRP/MCN H tw,E REVISION _ TE >C o O � r m Lf REVISION _ TE C coM L U -DRAWN -BY RRP/MCN CHECKED -BY MCN/RTS S.. CAD FILE 07066GP08.dwg a co 0o w x a 0 W s Z 0 w Z 0 w V C� NO REVISION _ TE PROJECT MANAGER -DRAWN -BY RRP/MCN CHECKED -BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GP08.dwg JOB NUMBER 1307526 SHEET. 18 of 49 GR -1,03 N 0- O z U W 0 a v z F¢ - z m 0) O U') LL' d O O onW z W z O C� t ty OL NOTE: SLOPE SUBGRADE TO DRAIN TO LOW -POINTS AT DRY -WELLS, TYP. DRY -WELL PER -.------_ _ CONTRACTOR PROVIDED DETAIL, (ATTACHED) INSTALL 4" PERF. PIPE v© WITH SOCK IN 12"x12" { ROCK BURRITO TRENCH djrj BELOW SAND LAYER. ,r d trl� f�rJti� i li j ll jjj f' " a� '�b� t dj jjP jjJ✓ t fj fjj J dJ r' jj jj jlt . ��:� ,. ,.• j tjJtf Jf df jd \\ \�`�\�`�\. DRY -WELL PER CONTRACTOR PROVIDED DETAIL (ATTACHED) F- 0 0 INSTALL 4" PERF. PIPE— WITH SOCK IN 12"x12" ROCK BURRITO TRENCH BELOW SAND LAYER. f GREYSTONE NEIGHBORHOOD PARK PLAYGROUND DRAINAGE 0 20 40 60 feet 1"=20' DRAWN BY: AK CHECKED BY: LM rrmdesigngroupill DATE: 3/21/11 creating environments people enjoy* JOB NO. 1307526 3765 South HlguemSt, Ste. 102,San Lu1sonisPo,CA9M1 SCALE- AS NOTED P: (885) 543.7794) F: (805) 543.4689 I wwwnMesign.com AC9bri Cawg,WIM rMo gm f.ANleu%Cilooli '/AiI " PEJ$M. 1$"M1jaflF✓ ,LA#2W SHEET NO.- W !� Q (2yAt s&w–) tAo f K..., AtNIPt- 1as"4~a a OFA Y.. r. Tr,,. r,G3Ai4i-, t i REEm i= 5 1 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIO EXISTING ELECTRICAL METER 1 EXISTING PACIFIC BELL MANHOLE THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOFFHALL I SECOPIED,DIRCLMF13TO.OTHERS.DRUBED-INCDMI�C7 EXISTING GUARD POST .ANX•LYOW 0R,*tR0J6CT-OTHER TliiJd?i1E8PSC.IF10 EXISTING WATER VALVE FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED EXISTING WHARF HYDRANT THE Y4RIITEN CONSENT OF RAM DESIGN GROUP VISUAL CONT EXISTING STREET TRAFFIC SIGN > � C I I-�j EXISTING PPS PIPELINE MARKER i ii PACIFIC PIPELINE SYSTEMS RRM DESIGN GROUP _COPYRIGHT EXISTING EDGE OF PAVEMENT RRM is a California Corpora w--- — - --++ -- EXISTING WATER UNE �� — 1 G� EXISTING JOINT UTILITY TRENCH ----•—•- . o . e ---3:— a EXISTING GAS LINE 1 EXISTING 6' CHAIN LINK FENCE --s s PROPOSED SEWER UNE -- a PROPOSED STORM DRAIN LINE w t i REEm i= 5 10 /-- HARM Im i ' a „►,� NTosH ;aas�ts'�sx A'25.2?' � ��-_ Iis* gcyia:� � :f77.rr>>' _.__.._..,._..._____.___.-._ _._... .-.__...__..,_.,..__..._,_.—. 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'r SS 0 2i COMPANY RIGHT-OF-WAY PER RW 2230-27-0787 DATFA AUG3ST 22, 1972. v 1 O i I "•e NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY 4 » / ; i ( i FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION' OBTAINED FROM OUTSIDE SOURCES. ] T - LO 3 THE SURVEYOR .ASSUMES NO RESPONSIBILITY FOR EASEMENTS, >g;;,: -y �• * •`',�., ' �.� i f RIGHT OF WAYS. PROPERTY LINES OR ANY OTHER INFORMATION ~•'> ,.`r, :x; ;.;: _ _'r A PERTAINING TO RECORD TiTLE INTEREST DUE TO THE FACT NO 51120 T TiTLE REPORT WAS PROVIDED FOR THIS SURVEY. `. I...E<3`I 3 ! ..r«�aa 1 l�u3y�xy. �g„y0 1x1I '�.. L4R+u 'oY68 53 Dd 3. 1 f�a .Ire,', •�, - I } 4 ACRES 8 i .y f;' y�Y ••='T EXISTING POWER POLE r- # ( 2 r WA UAf TO BELAi geto THE iAlA m '- 45TALL.STIS??-2:..1, IAMI EREDUL3lYG VAL4£ 9lSIQ£ WWW LIAIVTRACM TO WWY IVL im PRiESW PRIf.IR TO XVST"10 PRESS7f RM= VAtW TO , 4E THAT ' !'ROPER PSE REDUOM VALINE /S USED. . ,•f LOT 72 lilt4' O .:.ri-•,,y_ ` 1 ;'y":. -'-.� -,.. !.T `.;.a,,;, \.,� ' O i "�'.. !, °2. _ "'i `L�aJ `fir �{� � lil �" ,,. � `oak;���% ;1: ,.•'"~� � { t 1 t 1 ji i f I ii I I• t � . � _ bili -, _cre•_ _ _....111,'._.-.._ ...-1(`1..._ - _..t�i_.. -._-..,-___._-•._._— 1 t'' I is r 4 V i t '-F i i gig;h 1 4�' 1 r: 5 1r K= 1 I P x.:.wEa 8 s�' - '"si • I '.sem S V T .T >4 Ti sr. N LD 1' z � I .-' ~ �, �,�°s'�`"'' � J� `tit � '•� i � I , Re2s3r''ISTALL t �rL.F. 4"S'S° 2=' 34344 4" WQ. 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REVISION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIO AND ARRANGEMENt'SREPRESENTED THERESYAREANDSHALL N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOFFHALL SECOPIED,DIRCLMF13TO.OTHERS.DRUBED-INCDMI�C7 . .ANX•LYOW 0R,*tR0J6CT-OTHER TliiJd?i1E8PSC.IF10 FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED i THE Y4RIITEN CONSENT OF RAM DESIGN GROUP VISUAL CONT CHECKED 8 MCN/RTS STITUTE FI TIONSSHAU.CONORS3�EC1 CADRAWINGSTT�SE DATE February 26, 2010 ACCEPTANCE OF Ti'IERE RESTRICTIONS. EVIDENCE OF CAD FILE 07066GPO8.dwg THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S HTS. RRM DESIGN GROUP _COPYRIGHT 410 RRM is a California Corpora on NO. REVISION DATE PROJECTMANAGER DRAWN BY RRP/MCN CHECKED 8 MCN/RTS DATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET: 19 of 49 UT -1.01 N I , T-1.02. CHRISTY V-64 CATCH BA SIN MSTY Y--12 DRANK BOX EE OR 12' EXiETiSIONS, NECESSARY. -CH ISTY V12 -71W 6' THiCK CLASS 'B' CONCRETE BASE. 3' NTOE'R THA! CATCH BASIN, YWTH CATCH BASIN WET -SET r INTO BASE. �•1 u 4' #.s tTAR - CHRISTY S1YAL 4 DRAIN 80X _ USE OR 12EXiENS10N AS NECESSARY. P1_AN Q 3 OUTLET STRUCTURE CHRISTY VO4-71C GRATE STD. S-9 8' THICK CLASS -B' CONCRETE AAiI® OI NM® aA! Xqa[ aF ME BASE. 3' WDER THAN CATCH BASiN, WITH CATCH BASIN WET-SEt 2' INTO BASE. CHRISTY V-64 CATCH BA SIN MSTY Y--12 DRANK BOX EE OR 12' EXiETiSIONS, NECESSARY. -CH ISTY V12 -71W 6' THiCK CLASS 'B' CONCRETE BASE. 3' NTOE'R THA! CATCH BASIN, YWTH CATCH BASIN WET -SET r INTO BASE. �•1 u 4' #.s tTAR - 12- Q.C. E/W y P1_AN SECTION 3 OUTLET STRUCTURE T -1.o2 AS PER C.O.B. STD. S-9 SHALL AAiI® OI NM® aA! Xqa[ aF ME UM 2• PW- IW mm c"m 4• ca W1 CAP N t8' SWORE X 4• -.--- THE W WITEN CONWNTOF RRM DESIGN GROUP. vISUAt aP. CaVCR 7E AIPRLW r pm USNE aT mco m IA& ow"vilmo sRnw THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW 4' PIC Ri51:'R Nr !OP AW dMW AWN OF TIE WM ARMN W RIGHTS. RRM DESIGN GROUP COPYRIG scow RNA w acro or A 191110 -mu of RRM is a Caiifomia Corpo ation 1EWUU Mk%VROlIN9 RAM AFL' RNA W E G c -s' L HANOI tf 0XV111ItlIt AIOWW aAlAO WM CWE Pfima ' Bey mu tANE1P 5 !A° 11'SNmap Lu 314.0 ROOT 1411 ................ .. giliii •1 co La --- Y 4F 314-i fi= FIL CLEANOUT PLUG -&LASS ­(J�L PRE -CAST CONCRETE FERRULE AND PLUG BOX BROOKS PRODUCTS NO. 5HL HATH COVER NO. 3T iN TRAFFIC AREA CLEAN OUT RISER (B- MAX.) �� 5 UTTO R�4U t�_02 Audaujim NOW abut ftWr aF NE IAM POAB,IID ■ W Y almw 10 m ANA! OF am !TL am= a01DNU ARWAVMswamAWLw SANG All MO011uff aF ASM 0-4^ CIALM VHM .AUNTS &N01 W MU90 rN IMM AM AMILY SHALL AAiI® OI NM® aA! Xqa[ aF ME UM .ANXNYQAK-0RFROJ6CTO77�ER7MANTHE mm c"m FOR WHICH THEY HAVE BEEN PREPARED AND A%* X MWW &M -r• 00mMW aa1Am THE W WITEN CONWNTOF RRM DESIGN GROUP. vISUAt ACT N TH r pm USNE aT mco m IA& ow"vilmo sRnw THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW a• a' I'i1dw Nr !OP AW dMW AWN OF TIE WM ARMN W RIGHTS. RRM DESIGN GROUP COPYRIG scow RNA w acro or A 191110 -mu of RRM is a Caiifomia Corpo ation 1EWUU Mk%VROlIN9 RAM AFL' RNA W E G c N>FlrlR>r8 N Chi G�' ME AVISAW L HANOI tf 0XV111ItlIt AIOWW aAlAO WM !16- 11'SNmap Lu W mom Np AMfNOIE INCL iBfI giliii •1 co La M%ffr wMlMM 1 1114ft=W AWO /��ro c*"' � PA1WASr Np rwar iNusArs kw" MAM sNUm"AA urAaEs,AAD1E• r., - Red am for A POCNIVLW I0TMRS ASI• mAAIYYS? sem„ PU1Pi Al b 001m10LTAAt vivify-, 111r.11111 SEL; OETAS. 'A'-. 200 --{ 1/A!• 1 IM- 7iP Ii1' �w "0101101111 DETAIL 'A' ARARLjk. ALL PRAICS AND COM'J!B SNAIL ofavam GRAY CAST SECTION ATA COLO -Stiff MID HA MTI DIE; NID sP110 A-MOIfCA4txjEpKaF itlE w I.ril Of2fONA11ON ASfIL ANpCArt nMrell) OLAtq N0. 700. ALL MAM AND WYM BHML SE 113 FOR ACOURACY W RT AND SNAIL B: NARK® N IRIS PRIOR W MratY. AA TILE SATS W FRAME AND 80M MCLS Of TIC MOM SHALL K W"4131 FOR A 0111001H NDH-ROt101t6 RT 9[700 THE 1w CASTLIOS. CASOM SHALL BE 1ROROUN LY OEM® AND OWEn TOM N A OINCN-ORriIQ .ET-OLACR A94W110 COINOIND To PRONOE A PROIECRYE 004111,111. THE 111111E W IMMATAOIIAiL10 OWANY SMALL SE ON tee 1✓f00t.lpE-0f.T18 oo�8L IIAwIDIE ALINE SNML 11M Nor /ESS TNM /10 POWOS OR MORE THAN so Paumm 111E COYER THAL 1FIOH NOT MANHOLE um THAN 110 POUx1S OR HONE TTIAN 2100 POINDS. MANHOLE OOYM SNAIL HAVE A SELF-ORARIM N!q PICK 1101E OF SOIL TYPE. 7 A/AAll 1^11 A-rswAt1- e_ Cirri UT -1.02 C.O.B. STANDARD S-8 2x2xi/8' rtmiwomm Aunt TP LANs • 5 8 O.C, T 11Yp x�1 ttA 2 1/2' LONG 43 REBa BENT OR BOLTS 0 ' Sat TYR 2' r Xi i 1`IT' Wl,� TOP FRAME NOTE: ALL COIIH t 3'ITS SHALL BE STAINLESS STEEL -PONDER COATED FNiISH r TTT'P .[ L 5/e TTP $ SECT7ON -- STEEL GRA TE U T 1.02 NOT TO SCALE NEW GRAiNNG TO BE STAINLESS STEQ. PONDER COATED 2 COATS OF TNOROSEAL-GRAY 7r OUTLET TO Ku PIPE STORM DRAM SEW CENTERED FLANGE OIL 1rTHTfON O DECK ORNN 9 WET PLA Y DECK OUTLET U T --1.02 NOT TO SCALE 10 DRAIN TRENCH T-1.02 NOT TO SCALE -1.02 IL _TT g, GG SECTION NOT TO SCALE CHRISTY U21 CATCHBASIN WITH CHRISTY H2O HEAVY DUTY WELDED STEEL GRATE, OR APPROVED EQUAL. GATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. CONSTRUCT CONCRETE APRON ALL AROUND CATCH BASIN IN PAVED AREAS ONLY 6" NON -COHESIVE BACKFILL, COMPACTED TO 90X. -CONTINUOUS RUBBER WATERSTOP (TYP.) U21 CATCH BASIN t ti ` l z " 40 ✓ S 4j ac g .ctc cx��urT - HARRISI RRO. i .10 -LD _;� __. _ Ex. PCAI: r r rr�. r r 4Y,If �■� .li 1 -�-yr- EX AT&T Cc. `NO DUNKING" SIGN ac'if h 5T08 LIP'S ------------- I Ij - 12' `HOE PACIFIC GAS A SEMIC COMPANY RIGHT-OF-WAY PER RW 1 2230-27-0787 DATED AUMMT 22, I 1 1 1972. I i I8' / EXIST* IMPRO4J<we Xkb tANDSCAMNO DAMAM BY BDRE " PIT OR BORING PROCESS SHALL BE REPAIRED OR REPLACED BY THE - CONTRACTOR TO THE CMIJON PRIOR 0 x0 FOR CTR 8 2' iRO14 PIPESEC,trlI R.C. . 68w. 36 7 cs YcR V.M. W. $776> P.M. OW TO DAMAQE OCOMC. --BODE STORM DA UNE ACROSS ST TO £XISANG SUMP YPA7-�.-.__. •vEx, ER fSsJ2C LS / MACE ON C tM PAC WA ON cwl_ PhD '€X 0&.. iiVaF .r ON ewe, PAD -irUTCH' LSE -SEE SWM WA01 FOR MM DRAM OONTMUATM � 1 I � I 1 STORM DRAIN CONTINUATION sEwER NaTE& i. FERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EWPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE Id8M6L PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION 0-3034 FOR SDR35. 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. JOIN 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 SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS I MATERIALS WILL BE CONNSiDERED SUITABLE IN THE STREET RIGHT-OF-WAY. 3. SYSTEM TESTING A PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH WITH THE CITY OF BAKERSFiELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 4. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS, 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) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. N3. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROS 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 SHA(. BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCA71ON OF EXISTING UTILITIES iS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IIF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY 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. U71UTiES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE OAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. WATER NOTE& 1. ALL WATER UNE INSTALLATIONS SHALL COMPLY WITH THE STANDARDS FOR DOMESTIC WATER SYSTEMS, CITY OF 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. O QROF L5S C. luoF r o. C72598 a Exp. 6-30-10 Ct V IL F GF CALVE?P DATE. Lv SCALE: 1 " = 40' 40 20 0 40 80 NOT ALL UNDERGROUND UTTUTiES OR FACILITIES 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. 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 EQUILON 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 STORK DRAIN LINE PROPOSED WATER UNE CUP 08-0558 ■ W Y 0 I N GNS AND ARRANGEMENTS REPRESENTED THEREBY ARE ANDS REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THENtEOF SHALL .BEtW1W,.D1SCL0SEDTODTHERSOR.LSEDIN a"WITH .ANXNYQAK-0RFROJ6CTO77�ER7MANTHE AROJECT FOR WHICH THEY HAVE BEEN PREPARED AND 10 DRAIN TRENCH T-1.02 NOT TO SCALE -1.02 IL _TT g, GG SECTION NOT TO SCALE CHRISTY U21 CATCHBASIN WITH CHRISTY H2O HEAVY DUTY WELDED STEEL GRATE, OR APPROVED EQUAL. GATE AND FRAME SHALL BE GALVANIZED AFTER FABRICATION. CONSTRUCT CONCRETE APRON ALL AROUND CATCH BASIN IN PAVED AREAS ONLY 6" NON -COHESIVE BACKFILL, COMPACTED TO 90X. -CONTINUOUS RUBBER WATERSTOP (TYP.) U21 CATCH BASIN t ti ` l z " 40 ✓ S 4j ac g .ctc cx��urT - HARRISI RRO. i .10 -LD _;� __. _ Ex. PCAI: r r rr�. r r 4Y,If �■� .li 1 -�-yr- EX AT&T Cc. `NO DUNKING" SIGN ac'if h 5T08 LIP'S ------------- I Ij - 12' `HOE PACIFIC GAS A SEMIC COMPANY RIGHT-OF-WAY PER RW 1 2230-27-0787 DATED AUMMT 22, I 1 1 1972. I i I8' / EXIST* IMPRO4J<we Xkb tANDSCAMNO DAMAM BY BDRE " PIT OR BORING PROCESS SHALL BE REPAIRED OR REPLACED BY THE - CONTRACTOR TO THE CMIJON PRIOR 0 x0 FOR CTR 8 2' iRO14 PIPESEC,trlI R.C. . 68w. 36 7 cs YcR V.M. W. $776> P.M. OW TO DAMAQE OCOMC. --BODE STORM DA UNE ACROSS ST TO £XISANG SUMP YPA7-�.-.__. •vEx, ER fSsJ2C LS / MACE ON C tM PAC WA ON cwl_ PhD '€X 0&.. iiVaF .r ON ewe, PAD -irUTCH' LSE -SEE SWM WA01 FOR MM DRAM OONTMUATM � 1 I � I 1 STORM DRAIN CONTINUATION sEwER NaTE& i. FERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EWPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE Id8M6L PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION 0-3034 FOR SDR35. 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. JOIN 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 SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS I MATERIALS WILL BE CONNSiDERED SUITABLE IN THE STREET RIGHT-OF-WAY. 3. SYSTEM TESTING A PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH WITH THE CITY OF BAKERSFiELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 4. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS, 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) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. N3. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROS 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 SHA(. BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCA71ON OF EXISTING UTILITIES iS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IIF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY 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. U71UTiES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE OAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. WATER NOTE& 1. ALL WATER UNE INSTALLATIONS SHALL COMPLY WITH THE STANDARDS FOR DOMESTIC WATER SYSTEMS, CITY OF 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. O QROF L5S C. luoF r o. C72598 a Exp. 6-30-10 Ct V IL F GF CALVE?P DATE. Lv SCALE: 1 " = 40' 40 20 0 40 80 NOT ALL UNDERGROUND UTTUTiES OR FACILITIES 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. 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 EQUILON 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 STORK DRAIN LINE PROPOSED WATER UNE CUP 08-0558 _wo- LL t°; ��e 11YlI.ileg= Lffl= MdNTOSH do ASSOCIATES TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED EXISTING POWER POLE Int+ EXISTING PPS PIPELINE MARKER 2001 WHEELAN COURT CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY - BAKERSFIELO, CA 93309 QUIET MEADOW DRIVE. FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION (661) 834-4814 OBTAINED FROM OUTSIDE SOURCES. E-- EXISTING DOWNGUY �'�'S PACIFIC PIPELINE SYSTEMS CONTACT. LAKE .NOEL ELEVATION E 349.78 (PER TRACT N0. 6104 -PH 3 f -__ .E7(ISTIPIG EDGE OF RA1r€TwiEPIT MONUMENT ELEVATION MAP) j EXISTING ELECTRICAL METER __...... :..._..,._ _ ___ _ �� THE -SURVEYOR AS5�iMES -N012E'SPEiN9tBitii'Y -FOR -EASEMENTS, CITY OF BAKERSFIELD�$ QF RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION EXISTING WATER LINE 1501 F BAKN AVENUE PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO 0EXISTING PACIFIC BELL MANHOLE BAKERSFIELD, CA 93301 ALL BEARINGS AND DISTANCES SHOWN ON THIS TOPO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. r_ EXISTING CABLE TV BOX _ ___.. __ __w.._''~EXISTING OVERHEAD ELECTRICAL LINE SURVEY, UNLESS OTHERWISE INDICATED, ARE RECORD, OR - (661) CT- NICK AS FILED IN FROM RECORD, PER TRACT NO. IN THE TOM 3, TOTAL SITE AREA: E•S4 ACM EXISTING GUARD POST -'---`----~ EXISTING JOINT UTILITY TRENCH CONTACT- NICK FIDLER AS FILED IN BOOK 50 OF MAPS AT PAGE 53 IN THE aft claw KERN COUNTY RECORDERS OFFICE. vis EXISTING WATER VALVE __._. _,_,__.___ ,___ _ �._._, _.._ EXISTING GAS LINE SOILS ENGINEERING, INC. WjaBFM sm aDE:: - -- -- x - - -- -- EXISTING 6' CHAIN LINK FENCE 440 YEAGER WAY `.LOTS 72 ANI) 73.10F TRACT IM •S104 -PHASE 3, JN ME _CITY.OF' SHEET GR -1.01 - GRADING PLAN - NORTH 3 EXISTING WHARF HYDRANT BAXERSIMM, CA X3309 BAKERSFIELD, COUNTY OF KERN,STATE OF CALIFORNIA, AS PER SHEET DR -1.02 GRADING PLAN - SOUTH "`� (661) 831-5100 SHEET GR -1.03 - GRADING PLAN DETAILS -^0.- EXISTING GROUND ELEVATION EXISTING STREET TRAFFIC SIGN CONTACT: TONY FRANGIE MAP RECORDED AUGUST 5, 2003 IN BOOK 50, PAGE 53 MAPS, SHEET UT -1.01 - UTILITY PLAN - - IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SHEET UT -1.02 - UTILITY PLAN DETAILS " EXISTING GROUND CONTOUR EXISTING STREET NAME SIGN SHEET HC -1.01 - PARK HORIZONTAL EXISTING EQUILON PIPELINE MARKER S PROPOSED SEWER UNE CONTROL PLAN -- D PROPOSED STORM BRAIN LINE rvliyo.4f t # 'x, WHEEL CPAII�- _ t { / N 84.78 w PROPOSED WATER LINE .','AAd�T i't`f=. ; \ _.._.�..._, �1."....._.__.,._. ._ ...., HARRIS "• ,ply �- .. 4{ E%. C!IRE3 & t"i'JT?'£t? �.._...._ � -----._..-,.. _.......__".._._ ____.....,__,.-..., �F .. ��.a _ �d, .`�'� •� AIvD Slo:~WALr� iY-. , ,,� �, .�..,-,....,,,;,: ___ of ._____ ._,...._ .�. .•_.��. IP _ �..._ : 1 ' • c: : l i. 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N17 2 N174 O N1739.41 751.16..N174 .64 N1746.4!L N173 .6 N17 7.6 N1752 3 N1732.56 1721.9 q _ ujuj r id Z N1737E522..56 i a f 1682.91 E506.14 L509 .1 3 l i t N1 44.88 j 86 .4 it N1 445.21. E506.94 q N1 60Z.85 14.74 j f,+ N1 85 8 I11 1581. 3 158.8 i1 1 8 .80 tt ( 4 1 6 .1 t � w .85 1 1- t N 7.06 I} { r N1510.38 - fia 1W -9 3 15.55 z ' 4147'.N1 0 _ =^;-� # 2 460.9 r 114 .i 1 1� • LOQ' 73 TRACT No. 610' - PHASE M. BK. 50, PG, 53 3.17 ACRES NT 555.41<� N1514. -r987-74 i i _My N150i ? N1510.98 -Egg # N1508.46 I I 41450.74- 5T2- - 14 4 t N151 4 ` 75142 7 f N1�499� - -N E551.31 i E /. 1440.1 N149t I iN1_ N1 46 .7 # E983 N1445.57 N145( -E 142 .81 \ 1 # N1443.13 5 J. N1434.14 ` N1433.43 �} 4 • `Gt L t , �• 425.53 N1 . c+' j N1422.97 # E942.87 �. N 093 N1415.74' \��' � �`"•` \ � 016 N13'� .3t N1399.45 w 19.04 N 3 6. 396.6 138.7 1 N1390.11 1 i N1 94.7 N1389.18 k , N 47 7 .r`4. N1382.30 F N1 6. 7Egg'_• "•;• =.' :• 138 i N1381.64 iyk '•F - • .L• ci• ( • F' .•tV =T. 7 X.. •4 •'h 1' { N13 3 _ '- A�~ 13 N 7 0 - �� _ . `.y4137079 _,�_._.,._ _ 1• 6.8-. •,-~ 8.a4 ' •" ' i ... ^•'--" _. � '..�"'..•--^ `" \ a i ✓'' �._:) x�'•'... . tS:, fVj4 452.73 ?fia.55' EY.. 2" U'Tlu ry STUB U; QKvT L.�a � U�i C. No. C72598 Exp. 6-30-10 sr clvI\- �P 9 OF CAL.\F 1 DATE: 2Z2#//c7 .>R R. SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND S C) f SHALL 5 lNl7H �1NYLI<ORK.ORfROJ6CT.877i6R.Ti•N ik1E.SPBGSICISO J CID 0-) Iii �• . Y". `: ��': ,t .� WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE N v: ;I D AL OF THESE DOCUMENTS FOR PUSUC AGENCY REVIEW L NOT • IGHTS. r �� rrr ARRISZOA I- a s� ion /�D9 `l' :='"-.. '• 14 5.34 :J� .;"��`�•. N140'` a o� oci L m PANAMA LANE L0 T- PROJECT" v � Sl TE NI r ■`'tea. i : i i Y 7 94.53' 44. 6 7 ' a' 4• �'a ( l 'J. LOQ' 73 TRACT No. 610' - PHASE M. BK. 50, PG, 53 3.17 ACRES NT 555.41<� N1514. -r987-74 i i _My N150i ? 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SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND S C) THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH SHALL 5 lNl7H �1NYLI<ORK.ORfROJ6CT.877i6R.Ti•N ik1E.SPBGSICISO J CID 0-) m PACRD CO THE YiR(TIENCONSENT OFRRM DEMON GROUP VISUAL CONT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE � EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF THESE DOCUMENTS FOR PUSUC AGENCY REVIEW L NOT • IGHTS. RRM DESIGN GROUP COPYRIGHT �� rrr ARRISZOA I- a s� ion `L _ a o� oci L m PANAMA LANE L0 T- PROJECT" v � Sl TE � ! VICINITY MAP MATCH LIVE - SEE SHEET HC -1.02 NO SCALE ' FOR STORM DRAIN CONTNlATION EX. PG&E VAULT-- _w �{•- 'aVS s•s-- �r►, r ' .. �iF�r�7�:I. � fir■ •+ .>R R. SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND S C) THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH SHALL .BE CONFD..DISCLOSEDTDOTHERS ORIISEDINfANMEG lNl7H �1NYLI<ORK.ORfROJ6CT.877i6R.Ti•N ik1E.SPBGSICISO J CID 0-) FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED THOUT THE YiR(TIENCONSENT OFRRM DEMON GROUP VISUAL CONT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE � EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF THESE DOCUMENTS FOR PUSUC AGENCY REVIEW L NOT • IGHTS. RRM DESIGN GROUP COPYRIGHT �� rrr i + t i ion `L _ ' N o� oci L m i L0 T- m v a. � ■`'tea. i : i i u, # 4, 1 I � ■{a � a iiai. / •-' Ex. �" � ^ Y z oO r. -�4- X"V0 JtMw� q SIGN . 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RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpor ion 0 E 3 k1E wa C) Wo 0 i.6. U) U � J CID 0-) Y Q Q W Y � _0 q a 0 x� c<n W to JOB NUMBER 1307526 SHEET: 21 of 49 HC -1.01 `L L ' N o� oci L m L0 T- m v a. 0 i Z a ^ o Q yO li 0Z ca o 0 V LLIZ W 2 z 0 0 N W � ��•w' Q V NO. E 3 k1E � o M a 0 m C 0 V$ w i Z a ^ o Q yO li 0Z ca o 0 V LLIZ W 2 z 0 0 N W � ��•w' Q V NO. E 3 k1E C o C a L. m i Z a ^ o Q yO li 0Z ca o 0 V LLIZ W 2 z 0 0 N W � ��•w' Q V NO. � rn k1E PROJECT MANAGER DRAWN BY RRP/MCN q DATE February 26, 2010 W c<n JOB NUMBER 1307526 SHEET: 21 of 49 HC -1.01 i Z a ^ o Q yO li 0Z ca o 0 V LLIZ W 2 z 0 0 N W � ��•w' Q V NO. 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BK. G, 53 $ $ N10 9 ------------ \N `N z N 5 -- : y`\ t of N1297.58 tL 70 141 8566 r" 4 t Jt lop, .o 1 } 'TRACT No. 6104 - PHASE 3MW SK. 50, PG. 53 l t mENT R IOI.AL 3 f 414 i 41 1 t I f 44 4 1� E i i t 1 i 1 0,4 58 1 1 f 1 i i i i i I 1 I ( I I i I 1 i 1 I Lu 4 1 `t let �} � 'r1 1 I y i 4 i • . f �____ d1_ANK t'GNOi1i; 'il $ 0004 O CD 00 faa Ikr �a- - HARRIS ROAD IN a � `f f 2" )RON PIPE ,/TA(; R.C:k + 6640 FOR ClR, SEC, Is, 30,/.87 1 !; PFR RIA, tvc. 8775, rI.M, 8K. 1,37, lzir i. P r f f I`� 4 4 VA LT..,� y j MATCH LINE SEE SHEET HC <, m -„ -j� -• SU _--.�-. � ti < t I I I t 1 ;�l �,�J i.S / 44 N1755.2§rtes,` s 5> ! / -NI7 O i� f2" LrX. r(;,,E VAULT /...EX. 1i'ATER BOX ��4 UEbtCE Uta C(HSC. 'r&C �'^ G"x. 1Ri2it:. z"",i?PdTRiSt ROM ON COWC. PAD EX. FLEC. CAEiry ON CrWC. PAD STORM DRAIN CONTINUATION 91 16 41 k 14 T=4.39' N1212�09 �1�532.68 fI N1168.16 f$ �1 1 N1149.47 �1 4. 170.0/ � "irlliSt�.gl � �` --�^--•--_- -- -Y I i N1351 .08 ,t .- N1347.94 N1345.8 N1315.04 M �/ -MATCH Ltd - -SEE -SHEET M-41. t' - t f t { j F t i i t 4 , f 12f WI E PACIFIC GAS LCTRIC i C Y RIGHT-OF-W�tY R RW 2 7-0787 DATEDGj Si 22, i 1.9472. # i FIRE STATION 0 I 1 E1106.SS EXISTING POWER POLE Liam L7l EXISTING PPS PIPELINE MARKER E•-- EXISTING DOWNGUY ppQ1 PACIFIC PIPELINE SYSTEMS { ( ,d i 10 EXISTING PACIFIC BELL MANHOLE - --- --- PER TR. 6104 -PH 3, M. BK. G, 53 $ $ N10 9 Lu 4 1 `t let �} � 'r1 1 I y i 4 i • . f �____ d1_ANK t'GNOi1i; 'il $ 0004 O CD 00 faa Ikr �a- - HARRIS ROAD IN a � `f f 2" )RON PIPE ,/TA(; R.C:k + 6640 FOR ClR, SEC, Is, 30,/.87 1 !; PFR RIA, tvc. 8775, rI.M, 8K. 1,37, lzir i. P r f f I`� 4 4 VA LT..,� y j MATCH LINE SEE SHEET HC <, m -„ -j� -• SU _--.�-. � ti < t I I I t 1 ;�l �,�J i.S / 44 N1755.2§rtes,` s 5> ! / -NI7 O i� f2" LrX. r(;,,E VAULT /...EX. 1i'ATER BOX ��4 UEbtCE Uta C(HSC. 'r&C �'^ G"x. 1Ri2it:. z"",i?PdTRiSt ROM ON COWC. PAD EX. FLEC. CAEiry ON CrWC. PAD STORM DRAIN CONTINUATION 91 16 41 k 14 T=4.39' N1212�09 �1�532.68 fI N1168.16 f$ �1 1 N1149.47 �1 4. 170.0/ � "irlliSt�.gl � �` --�^--•--_- -- -Y I i N1351 .08 ,t .- N1347.94 N1345.8 N1315.04 M �/ -MATCH Ltd - -SEE -SHEET M-41. t' - t f t { j F t i i t 4 , f 12f WI E PACIFIC GAS LCTRIC i C Y RIGHT-OF-W�tY R RW 2 7-0787 DATEDGj Si 22, i 1.9472. # i FIRE STATION 0 I 1 E1106.SS EXISTING POWER POLE Liam L7l EXISTING PPS PIPELINE MARKER E•-- EXISTING DOWNGUY ppQ1 PACIFIC PIPELINE SYSTEMS m EXISTING ELECTRICAL METER a4AlY WWOR1(aR 6G7'liii•iER7'itAN T 4EBPGCIFIC TEMPORARY TURN -AROUND EASE T I 10 EXISTING PACIFIC BELL MANHOLE - --- --- PER TR. 6104 -PH 3, M. BK. G, 53 $ $ N10 9 ------------ -- ------ THESE DOCUMENTS FOR PUBUG AGENCY RE1/IEW EXISTING GUARD POST N1064.6 EXISTING JOINT UTILITY TRENCH N10 * '- Is R=20.00' - - - - -- - -- 1.59 i N1065.48 ' -`-- -'"'- --"-- - 11. a 0"� T-20.00' L0 EXISTING GROUND ELEVATION 4- EXISTING STREET NAME SIGN .y _' - �" EXISTING GROUND CONTOUR IE�� EXISTING EQUILON PIPELINE MARKER S PROPOSED SEWER UNE -- o PROPOSED STORM DRAIN UNE 90ESS/C)v ,1.. _ _ 11 256.7S' --n--w ._._.__._...__ a,,.�ay.-rai .--�--••_-•.�>._.._...-___ $" SEWER - i N89 (19'43" W- R� €1 P LINT I I 318,47' 1 f + } SS54 66 62 55 57 ! ! 1TRACT ho. 6104 - PHASE 3 M. BK.51d, PG. 53 i } F. RESIDENTIAL 1 SCALE: 1 " = 30' 30 15 0 30 F I I s I } I i 1 N927.aI I 54.23' i i I I I I i I I X" ; 4 I 4 I 1_ - EXISTING POWER POLE Liam L7l EXISTING PPS PIPELINE MARKER E•-- EXISTING DOWNGUY ppQ1 PACIFIC PIPELINE SYSTEMS m EXISTING ELECTRICAL METER a4AlY WWOR1(aR 6G7'liii•iER7'itAN T 4EBPGCIFIC EXISTING EDGE OF PAVEMENT 10 EXISTING PACIFIC BELL MANHOLE - --- --- EXISTING WATER UNE ET2 EXISTING CABLE TV BOX - -- -- - -- E ~--- - EXISTING OVERHEAD ELECTRICAL LINE THESE DOCUMENTS FOR PUBUG AGENCY RE1/IEW EXISTING GUARD POST BE CONSIDERED A WANER OF RRM DESIGN GROUP'S EXISTING JOINT UTILITY TRENCH RRM DESIGN GROUP COPYRIGHT EXISTING WATER VALVE - - - - -- - -- EXISTING GAS UNE oma~ EXISTING WHARF HYDRANT -`-- -'"'- --"-- - EXISTING 6' CHAiN LINK FENCE a EXISTING STREET TRAFFIC SiGN L0 EXISTING GROUND ELEVATION 4- EXISTING STREET NAME SIGN .y _' - �" EXISTING GROUND CONTOUR IE�� EXISTING EQUILON PIPELINE MARKER S PROPOSED SEWER UNE -- o PROPOSED STORM DRAIN UNE 90ESS/C)v PROPOSED WATER LINE �0 DESIGN ELEVATION No. C72598 Exp. 6-30-10 S'/- CIV11. �P CAL`F� - _ 7 A - F CUP 08-0558 w ■ (LC) THE INCLUDED DRAWINGS, SPECIFKSATIONS, IDEAS, DESI SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL MAIN THE PROPERTY OF RRMDESIGN QRWPAND NOPARTT SHALL -RE.COPIED,DBMDSEDT.ODIHM.CR"qr- 1N.CONNECT4pWffN .w a4AlY WWOR1(aR 6G7'liii•iER7'itAN T 4EBPGCIFIC O N FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TROUT THEVMTENCONSENTOFRRMDESMOROt1P VIBUN.CON! wrrH THESE DRAWOMORSPEGFlCATIONSSHALL CONS'i1TlITE USNE EVIDENCE OF ACCEPTANCE OF THESERESTRICT10N3. SUB AL OF THESE DOCUMENTS FOR PUBUG AGENCY RE1/IEW L NOT BE CONSIDERED A WANER OF RRM DESIGN GROUP'S GHTS_ RRM DESIGN GROUP COPYRIGHT 010. RRM is a Califomia Corpor ion w ■ (LC) a- VTE - WM 0 C Q .w O N WYQQ r J E O DRAWN BY RRP/MCN CHECKED BY MCN/RTS m DATE February 26, 2010 L N r L SHEET. 32 of " HC -1.02 oma~ m L0 m T- m V a. ■ 0 a o a a fl • = O 0 U w z w � z V)N W Q-' Q C7 = NO. W a- VTE cri 16 0 C N O N r J E cc cn a DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 L CAD FILE 07066GPO8.dwg r N a o a a fl • = O 0 U w z w � z V)N W Q-' Q C7 = NO. W � VTE O ulyN -PROJECT -MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 L CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET. 32 of " HC -1.02 v _j a o a a fl • = O 0 U w z w � z V)N W Q-' Q C7 = NO. REVISION D VTE -PROJECT -MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS DATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET. 32 of " HC -1.02 v _j CL 6 F- U W O I= i W Q z F¢ - z tC a O w O m CO W z W z co O W Ca I 9 X 1 j _,I 12' WADE PAOMIC GAS h IMECTRIC _i EXISTING PACIFIC BELL MANHOLE I 1 1 COMPANY RIGHT -W -WAY PER RW I i � 1 THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, 2230-27-0787 OA4U AUGUST RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION THE WRITTEN CONSENT OFFIRM DESIGNQRMOUPP. VISUAL DONT PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO 1972. TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 1 17 ' I I 1 1 l { 1 f i I G i { EXISTING DOWNGUY 4 I I I r , ! NF3Y 33'!V :c�:R.._...___.-._:`_....__.._.__.._._.__"l`......_..__.,....._._...._....._......`..._.......__...._,_....._._....__.,._....._....-_.... __..--" 92523 HARRIS ROAD a 71.rc1 rhe. 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E— - - - - - - - - - - -L i `' • c I NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED 12' WADE PAOMIC GAS h IMECTRIC BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY EXISTING PACIFIC BELL MANHOLE FOR UNDERGROUND UTILITIES NOT SHOWN CII FOR INFORMATION COMPANY RIGHT -W -WAY PER RW i � 1 THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, 2230-27-0787 OA4U AUGUST RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION THE WRITTEN CONSENT OFFIRM DESIGNQRMOUPP. VISUAL DONT PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO 1972. TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 1 17 ' I I 1 1 l { 1 f i I 1 t € 1 � _0_ EXISTING POWER POLE { EXISTING DOWNGUY 1 I I I I 1 1 i i ion N9 _ '1 { I ( I W EXISTING GUARD POST i' � I r � v EXISTING WATER VALVE 1� { 1 tl I t i I # EXISTING WHARF HYDRANT CL) r o $ ? 1 1 I I t � i I �Uff s;Q 5,R• } SR. o i 1rc.OT 72 K SK. 50, PCs. 63 7.26 ACRES JUNK r i wTn.qt4 LAND SIAtOBYNIG • 0% iG p 2014 IWAMI 2001 Wheelon Court Bakersfield California 93309 —066 (661 ) 834-4814 �0 QROFESS/p � � Z ♦T ,x No. C72598 � Exp. 6-30-10 C! V 41 �P q OF' CA1_\F DATE: f''j+ `' • c I NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED ' I BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY EXISTING PACIFIC BELL MANHOLE FOR UNDERGROUND UTILITIES NOT SHOWN CII FOR INFORMATION 9EL`OPJED,DMCLQSMT.ODTHER3.ORLgmlN.= j OBTAINED -FROM OUTSIDE SOURCES. � 1 THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, 1 RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION THE WRITTEN CONSENT OFFIRM DESIGNQRMOUPP. VISUAL DONT PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO 1 i TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 1 17 ' I I 1 1 l { 1 f i I 1 t € 1 � _0_ EXISTING POWER POLE 1-� EXISTING DOWNGUY 1 I IEl EXISTING ELECTRICAL METER f''j+ `' • c THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS. S AND ARRANGEMENTS REPRESENTEDTHERESYAREAND3 MAIN EXISTING PACIFIC BELL MANHOLE SHALL 9EL`OPJED,DMCLQSMT.ODTHER3.ORLgmlN.= .,WITH AW WOW OR42ROJ6CT4OXHfi '. THAN TME -8 €F Q FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED HOUI- THE WRITTEN CONSENT OFFIRM DESIGNQRMOUPP. VISUAL DONT %%TH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTTRJTE � EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF EXISTING CABLE TV BOX s BE CONSIDERED A WAIVER OF RRM DESIGN GR0XUPS -4 t,l 1,.5 \" RRM DESIGN .GROUP COPYRIGHT 1 } 1 1 ,- RRM is a California Corpor ion N9 _ '1 { I ( I W EXISTING GUARD POST i' z' =�r i 4 .,R7fFiC PoLE a r I I v EXISTING WATER VALVE d' > EXISTING WHARF HYDRANT J „ t n rz4 R tee_ r _ €%_�•r �. ��� _�� I €`26 EXISTING STREET TRAFFIC SIGN _ s .,r . NE19.OB s W «, 1 EXISTING STREET .�.... iR T NAME SIGN V-� C....D EXISTING 'fQliH.{iN WPELiNE MARKER iP� EXISTING PPS PIPELINE MARKER ppS PACIFIC PIPELINE SYSTEMS EXISTING EDGE OF PAVEMENT MUSTA >.,_.<_. _H _. _ _ -_ EXISTING WATER UNE I !� EXISTING OVERHEAD ELECTRICAL UNE EXISTING JOINT UTILITY TRENCH a ! EXISTING GAS LINE !jt - I ---- -- --_--- -x _— ---- EXISTING 6' CHAIN LINK FENCE I ' I t2 E PACM GAS CRAG ' ' PROPOSED SEWER UNE T C I P Y RIGHT- Y RN I i€ 7-0787 OAIEO ST ,9 2, - PROPOSED STORM GRAIN UNE 1 I i,uj1 i s 1 as9 t ' t t ' �a L I i= INA _jFIRE STAT, ION +� s ' i t � Ci 1 � -„,,ti`s �••� � 7""'•••-1y ft/� � .} `�-.'.`i' j , i! Sft i ( FI 61 �. TEMPORARY TURN -AROUND EASE T PER TR. M04 -PH 3, U. 8 5 G. 53 I ------ SCALE: 1 " = 40' u 40 20 0 40 80 � y r»20:04' ' z , I w._ uC J � N890.9'43 a j _---_���_�..��_ _______w - .W---. _.. .--�_ _ �-� �- 25�.�. € { CUP 08-0558 - ___._.�;.___._.-__--.___ ;�,,. __�.,r .7�.,.. __. � r -•--______`tel,_,. .. �--7�---•-----�r--_•.--�.�. Y� � ._ »____-_ .�.ixo�.. � ' � S1 23' , A40UNr PLEA SA DRIVE wa�C) ■ THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS. S AND ARRANGEMENTS REPRESENTEDTHERESYAREAND3 MAIN THE PROPERTY OF RRM DESIGN GROUPAND NO PART THERE SHALL 9EL`OPJED,DMCLQSMT.ODTHER3.ORLgmlN.= .,WITH AW WOW OR42ROJ6CT4OXHfi '. THAN TME -8 €F Q FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED HOUI- THE WRITTEN CONSENT OFFIRM DESIGNQRMOUPP. VISUAL DONT %%TH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTTRJTE � EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW $ NOT BE CONSIDERED A WAIVER OF RRM DESIGN GR0XUPS GHTS, RRM DESIGN .GROUP COPYRIGHT 010 RRM is a California Corpor ion wa�C) ■ I kTE --W LL �M m) ,0 Q Q W ' PROJECT MANAGER � a ami CHECKED BY MCN/RTS W �i X , , U. JOB NUMBER 1307526 of SHEET: 23 of 49 HCA v03 N9 A) { W V/ m D r m v a. NO REVISION I kTE , , ,0 ' PROJECT MANAGER � a ami CHECKED BY MCN/RTS {SATE February 26, 2010 , , a JOB NUMBER 1307526 of SHEET: 23 of 49 HCA v03 N9 A) { Ec ate. C t > cn CL) r o II♦ W NO REVISION I kTE PROJECT MANAGER DRAWN BY RRP/MCN CHECKED BY MCN/RTS {SATE February 26, 2010 CAD FILE 07066GPO8.dwg JOB NUMBER 1307526 SHEET: 23 of 49 HCA v03 N U 0- 4 i -- W 0 I W Z N Z C� G 0 ice• Ln Y L O O co W Z w z D RETAINING WALL AT PLAYGROUND SCALE: 314"=1'-0*�� PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH 1/2"R, TYP. 1" IN TURF DOUBLE -WASHED 2" IN SHRUB AREA PLASTER SAND FG M � _ dA.' (2) #4 REBAR, CONT, HORIZ IF �'--- 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 90% RELATIVE DENSITY FOR A DEPTH OF 6" OR AS APPROVED BY THE RECREATION AND PARKS DIRECTOR. _O CURB-TYPE2 JOIN CUSHIONED FLOORING SURFACE FLUSH WITH ADJACENT SURFACE SCALE: 1"=l' -O" #4 REBAR @ 24" O.C. BOTH WAYS 3" BASE COURSE OF CUSHIONED SEAMLESS FLOORING SYSTEM COLORED WEARING COURSE OF CUSHIONED SEAMLESS FLOORING SYSTEM P.C. CONCRETE. 5 SACK CRUSHED AGGREGATE 314" @ 2500 PSI Illillllillllllllllllllllllillllllllllliil#Illllllllllli�ll • N NOTES: JJIIYI ".:/ I A. CONTRACTOR SHALL CONTACT MANUFACTURER TO DETERMINE ESTIMATED CRITICAL FALL HEIGHT FOR SPECIFIED PLAY r� EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER TO INSTALL SUFFICIENT LAYER OF COMBINED N CUSHION BASE AND WEARING COURSE RESILIENT SURFACING FOR THIS HEIGHT. B. CONTRACTOR SHALL OBTAIN TEST DATA FROM MANUFACTURER VERIFYING DEPTH OF RESILIENT SURFACING REQUIRED o TO MEET THE MINIMUM STANDARDS FOR THE CRITICAL FALL HEIGHT, DETERMINED BY THE PLAY EQUIPMENT o MANUFACTURER 0 C. CONTRACTOR SHALL SUPPLY ALL TEST DATA TO THE CITY OR THE CITY'S AUTHORIZED REPRESENTATIVE FOR REVIEW PRIOR TO INSTALLATION. D. THICKNESS OF CUSHIONED SEAMLESS FLOORING SYSTEM VARIES PER MANUFACTURER'S DETERMINATION INTERIOR OF ENCLOSURE EXTERIOR OF ENCLOSURE GALV. CHAIN LINK --" '*--PRECAST CONC. CAP-CDI M91 -S10 SECURITY COVER. CHAMFER AT CORNERS AND ENDS. SEE NOTE A. CUT TO ALLOW CHAINLINK TO REST El ON CMU AS SHOWN. PRECISION FACE AT -- INTERIOR SIDE OF CMU EXPOSED 8x8x16 CMU BLOCK. COLOR AND TEXTURE TO MATCH FIRE STATION #5 @ 24" O.C., HORIZONTAL BOND BEAM @ EVERY OTHER COURSE #5 @ 24" O.C., VERTICAL DOWELS TO MATCH VERTICAL WALL REINF. - LAP 48 BAR DIAMETER F.G. _ • ... �•� -�.:. •.._ .'. III1 I ISI � r .d°a ..d °a a... .. d d< d Ali � a d d. y. d., o. d d CONCRETE SLAB PER M CITY STD DETAIL ST -25 ALTERNATE HOOKS (3) #4 CONTINUOUS #5 @ 24" O.C. ENCLOSURE WALL CONC. FTG. F CMU IRRIGATION EQUIPMENT ENCLOSURE WALL PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH PERPENDICULAR ^ RADIUS, TYP. TO PATH OF TRAVEL DOUBLE -WASHED 1% MIN. 2% MAX. FALL 1" IN TURF PLASTER SAND AWAY FROM PLAYGROUND 2" IN SHRUB AREA a a. - FGUI %1 d� d 4t0 .... ... .. i p 2 #4 REBAR CONT HORIZ NATIVE SOIL @ 90% t RELATIVE COMPACTION NATIVE SOIL 90% R ELATIVEOMPACTION GEOTEXTILE " C FABRIC 8 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. THICKENED EDGE - @H N ....Op 1......./H i NATIVE 1!I SOIL I RELATIVE COMPACTION RUBBER SURFACING z a t - O z O z O x )1"0 HAND TOOLED DOUBLE -WASHED PLASTER SAND SCALE: 1"=V-0" TREE GRATE FRAME. INSTALL PER MANUFACTURERS INSTRUCTIONS. 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. P.C. CONCRETE VT RADIUS, TYP. PLANTING AREA, SEE PLANTNG TURF, SEE PLANS PLANTING r:f PLANS I a '�G N 4 d _ i - f --_ • f s , s- ,1 ' 1 �sf ;.' j i` d =i i i i { d ! 1 f- : j.. I -._. ,.._._J,i -jt 12" It : , 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. OCURB -TYPE 1 NEW TREE, SEE PLANTING PLANS AND DETAILS SCALE: 2"=14 PORTLAND CEMENT CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL A m,i �� , :, ,, ,.�, a. , ty d 4. o: :'\.. �(�::�; - • // I I // I I � // I I�� // I i�� // { I�� !/ I �// I I�� // i I�� // I i� // I I�� // I I�� ✓/ • ' `,', •,.\ i ! i :• TRE • GRAT E E in PEA GRAVEL UNDER GRATE ,.,;; ,- ,;i\ -'',- INSTALL ROOT CONTROL '' f ' '' BARRIER (2) #4 REBAR, CONT, HORIZ V11", �• , �!•` i' CLASS If CRUSHED AGGREGATE BASE NOTES: NATIVE SOIL @ 90% 1. SCORE LINES AND JOINTING 8" COMPACTION. SHOWN ON CONSTRUCTION PLAN. _ R TREE GRATE 1/8" WIDE x 1/4 SLAB DEPTH CUT. la d d 4 CONTRACTION JOINT VNOSCAPFq�c v� .SHER1p p�Hp cI G A {K Att/sv/tt 1/8" WIDE x 113 SLAB 1/4" DIAMOND PLATE PREVIOUSLY DEPTH CUT, FOLLOWED DOWEL SYSTEM AT CONSTRUCTED BY 3/16" x 3116" CUT. 18" O.C. MAX. FIXED ELEMENT. SjA 1E OF Cp���� SECOND SLAB FIRST SLAB 114" FOAM JOINT PLACEMENT. PLACEMENT. FILLER, FULL DEPTH OF SLAB. AREINCLUDED RANGEMENTDRAWINGS, PP_RESENTED SPECIFICATIONS, IDEAS, T14EREBYARE D (REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL C •4 BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN ON WITH • -a d d A ANY WORK OR PROJECT OTHER THAN THE SPECIE( PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL WITHOUT d - d d • 4 O THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH . A a . 4 THESE DRAWINGS OR SPECIFICATIONS SHALL, CONSTITUTE NJ _ EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU MITTAL OF a . - THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Callfomia Corpo tion 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:1-112"=1'-0" PORTLAND CEMENT CONCRETE" RADIUS, TYP. WITH MEDIUM BROOM FINISH V IN TURF #4 REBAR @ 24" BOTH WAYS �c 2" IN SHRUB AREA NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. 2. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED FIXED ELEMENTS. CONCRETE PAVING - TYPE'BT .� SCALE: 1 "=1'-0" PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH" RADIUS, TYP. PERPENDICULAR TO PATH OF TRAVEL 1" IN TURF NOTES: I. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. 2. PROVIDE ISOLATION JOINT AGAINST PREVIOUSLY CONSTRUCTED FIXED ELEMENTS. A CONCRETE PAVING - TYPE W .. SCALE: 1"--V-Om 0 oa LU W mO4--� W �:X(1) ago e- N c M cy) Q LL (j L I— L 0— j ,r/-� W PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS z NO. I REVISION a co a .1 o < •0 O s PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS z M o ♦♦sn V Lu � o Z 10 O C) Q N >- 0 W 0 Qj a O 0 w !C Jm c G o- st o rn o _w C O ti O cvll� o V v 4 NO. I REVISION a co a .1 o < O W PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS z M o ♦♦sn V Lu U Z O C) >- 0 W 0 NO. I REVISION TE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-CD.dwg JOB NUMBER 1307525 SHEET 24 of 49 CDml ■ 01 N t` ti a. O V w O 0- W 0 z Z O 0 a 0 m z O W Z W Z O F- W tY (D RETAINING WALL AT PLAYGROUND a :Q a 4 ADJACENT Q. CONCRETE PAVING a Q ' A Q 4 ., NOTE: SEE SHEET E-3.0 FOR FOOTING AND INSTALLATION DETAIL LIGHT POST OS FOOTING LAYOUT -- H SCALE: 1/2"=1'-0" PORTLAND CEMENT CONCRETE WITH MEDIUM BROOM FINISH #4 REBAR @ 24" BOTH WAYS A o G 4 O V. a NATIVE SOIL @ 90% COMPACTION. NOTES: 1. SCORE LINES AND JOINTING SHOWN ON CONSTRUCTION PLAN. r CONCRETE PAVING - TYPE 'C' I 44" DIMENSION VARIES - SEE PLANS PLANTER AREA, SEE PLANTING PLANS BACKFILL WITH PLANTING MIX PER SPECIFICATIONS I 6" \ \ \ \ \ \ 8 x4x16CMU, ' WATERPROOFING / K BLOC \ \ ON SACK OF WALL, TYP. /�\8x8x16CMU. •i; 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 G I Tt��i D-1.0 JOINT, TY� \FOOTING/\\ d• o a Y/ v moi (2) #4 REBAR, CONTINUOUS ALTERNATE TAIL P S, TYP. #4 REBAR @ 24" O.C. NATIVE SOIL @ 90% RELATIVE COMPACTION SEATWALL TYPE 2 SCALE: 1 "=1'-0" 24" x 24" PRE -CAST CONCRETE CAP WITH THREADED INSERTS FOR ANCHORING. )r MORTAR SETTING BED CAST IN PLACE , ..1-.. rv�ly I IIVl7 HKtH, 5tC PLANTING PLAN . I NATIVE SOIL @ 90% RELATIVE COMPACTION D PILASTER TYPE 1 AST IN PI-Acg D 14" CONCRETE PILASTER _ - RADIUS, TYP. 4 '00— r' TYPE A, TYP. `� FS r /fr ' i riF d G{ IIS 41 N .1.0_ * JOIN P.C. CONCRETE FOOTING #4 REBAR, CONTINUOUS t ,.'jv-....'.... ,' #4 REBAR @ 24" O.C. 18" NATIVE SOIL @ 90% RELATIVE COMPACTION PLANTING AREA, PLANTING PLAN v FG�; 3"THICK PRE -CAST CONCRETE CAP WITH THREADED INSERTS FOR ANCHORING. 112" MORTAR SETTING BED MANUFACTURED STONE VENEER. IN PER MANUFACTURERS INSTRUCTIONS 8 x 4 x 16 CMU BLOCK 8 x 8 x 16 CMU BLOCK A CONGR PAVING _ c SEATWALL TYPE 1 A. PROVIDE COMPLETE SHOP DRAWINGS INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. OSHADE STRUCTURE -TYPE 2 SCALE:1"=1'-0" IN 1- SHADE STRUCTURE ROOF, PER MANUFACTURER, SEE SPECIFICATIONS FOR STRUCTURE MATERIALS. 8" SQUARE STEEL POST PER SHADE STRUCTURE MANUFACTURER OOTING - SEE 3 mi;Q'A' BELOW. 131 :'k• :: N °NOTES: A. PROVIDE COMPLETE SHOP DRAWINGS FOR PRE-ENGINEERED STRUCTURE, INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. T -O" _ PLAN VIEW - COLUMN BASE p SHADE STRUCTURE - TYPE 1 H 4l" THICK PRE -CAST CONCRETE CAP WITH MOUNTING PINS, )r MORTAR SETTING BED AND JOINTS 8" SQUARE STEEL POST PER SHADE STRUCTURE MANUFACTURER MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS. SCALE: 3/4"-1'-0" NDSCAp'C4 EQ.L I EQ. L ELECTRICAL RECEPTACLE, 43p v0) i WHERE OCCURS PER S.SHERRO 20" DETAIL 5, SHEET E-1.0 PROVIDE (1) GANG ( o HANDHOLE, CENTERED ( 4" co IN POST — J 4 # THICK PRE -CAST 1n CONCRETE CAP WITH Dab THREADED INSERTS FOR S 4 4 OFC ANCHORING. 34" MORTAR THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, v SETTING BED AND JOINTS ARRANGEMENTS REPRESENTED THEREBY ARE AND S Q f THE PROPERTY OF RRM DESIGN GROUP ANO NO PARTT EXPANSION MATERIAL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON CTTON WITH a CAST IN PLACE CONCRETE v 9 COLUMN BASE THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ' MANUFACTURED STONE VENEER. THESE DRAWINGS OR SPECIFICATIONS SHALL CONS INSTALL PER MANUFACTURERS EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. INSTRUCTIONS THESE DOCUMENTS FOR PUBUC AGENCY REVI HALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GRO d A CONCRETE PAVING RRM DESIGN GROUP COPYRIG a1.0 EA RRM is a Califomia Corp ration s FS ,.f 0 o 41 -ii ii- 1. _s. _ ..t � ::. ,._.. I NON -SHRINKING GROUT UNDER PLATE M a. °-° ` _ ANCHOR BOLTS " PVC ELECTRICAL CONDUIT SWEEP WIRING PER — — ELECTRICAL PLAN OOTING - SEE 3 mi;Q'A' BELOW. 131 :'k• :: N °NOTES: A. PROVIDE COMPLETE SHOP DRAWINGS FOR PRE-ENGINEERED STRUCTURE, INDICATING DIMENSIONS, CONNECTIONS, LAYOUT, ANCHORAGE, FOOTING DETAILS, AND STRUCTURAL CALCULATIONS. T -O" _ PLAN VIEW - COLUMN BASE p SHADE STRUCTURE - TYPE 1 H 4l" THICK PRE -CAST CONCRETE CAP WITH MOUNTING PINS, )r MORTAR SETTING BED AND JOINTS 8" SQUARE STEEL POST PER SHADE STRUCTURE MANUFACTURER MANUFACTURED STONE VENEER. INSTALL PER MANUFACTURERS INSTRUCTIONS. SCALE: 3/4"-1'-0" NDSCAp'C4 • W �e 0 43p v0) i M N S.SHERRO AC W v� U u Z� Tr V M N N L Y cc$ CO 4 o - 11/30/11 TI"M � Dab C S 4 4 OFC O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, IONS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S REMAIN THE PROPERTY OF RRM DESIGN GROUP ANO NO PARTT EOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON CTTON WITH ANY WORK OR PROJECT OTHER THAN THE SPECI PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND REVEL O WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONS CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. BMtTTAL OF THESE DOCUMENTS FOR PUBUC AGENCY REVI HALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GRO S RIGHTS- RRM DESIGN GROUP COPYRIG T 2010 RRM is a Califomia Corp ration Ja LL Wca cd • W �e 0 43p v0) i M N AC W >` CO3 u LL 0 V M F- 0LO T-- N L Y cc$ CO v o - P � h � a Y DATE < AC W >` CO3 u 0 o E: PROJECT MANAGER LIEF McKAY 0 P � C O 0 - m LM - u a h O u h � a 4 Y DATE c a >` CO3 IL 0 C> M PROJECT MANAGER LIEF McKAY 0 P � C O 0 m LM - �- W Z C m v I O H � M = w a 0 o •� COD � w ; Q% M a. 4 NO. Y DATE a IL 0 0 PROJECT MANAGER LIEF McKAY 0 DRAWN BY AK x DATE February 26, 2010 O JOB NUMBER 1307526 m s t9 W Z W Z O H w a 0 NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECK® B MS DATE February 26, 2010 CAD FILE 1307526-CD.&g JOB NUMBER 1307526 SHEET: 25 of 49CDml___80 d - ti U a 6 Z t• - U W O Il: 0 - Lu 0 H m Z tQ- Z O rn 0 I -- LO Y Q d O 2 O m 0 W z 0 0 '3 z J 4 V I N 0 2 3 a d U 10 i 0 R 0 0 U a .0 c a Q 0 14- I i 0 0 p£gRc s t~—r' W 0 ca 0-x-0 . I . �k' � I � �'ll""I'll""I'l- i BASKETBALL COURT STRIPING, Q (m � ��S.SIiERQp�No 2' WIDE (WHITE), TYP. v�� /_ W -z f / rlr" •,' ijl'i; N =I- J m0-ld 0 -9W— — ..' ''/•: 'J,' ,.l/!,'/' /'r///' /J// .4 11/30/11 a nl'o / r aft.101 U STA rE OF CWE JQ O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S SHEET: 26 of 0 1 CDml w03 THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED , ./ I 'i /, /`%/ ;% , ,// / ,,- . ' ./'i / / / THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL TWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CON5STRlTE /j " // 'l/, // '/ // /'//,J 11 / / EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB ILL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGHT i. /:' /: RRM is a Califomia Corpor ion Mm ` cm c S .'C 0 "'wo - %s / 'ii' '// '+/" ' /' `` / ` •r`,, 0 CO � /'//r // '! / % / /: /' /' / //• /". !V ; //` . - ,' fi"I., CO^ % /' '/' i . / , / I' ,/% J , ``,,, / '",f V �, r' VERIFY EXTENSION IN FIELD PRIOR TO ERECTING / ` J !•/ % r, '/r `•% /l // �/'/ t CENTER OF HOOP SHALL BE 63 FROM INSIDE EDGE OF COURT BASELINE r' / -/ "" , /" '/ / / f ,' I` .l' /',/: `, / ,-" / ; " / SEE PLAN AT RIGHT / / / "r , ,; !/, "i r/ / %/;'/•. +/, .J / / i ; /'/,r ""!;. is ,,!/ F' f 1 /'% %` /' /' /' r ` // /' / %J 1 / /' % J': Jl .'/r _ 'f,' .•/ ,'/ ,/ , 'J " /,r i/,/ Y , /;/I/ •/' % . /,/ , , �^y ,/ / , r i// // / J / / •'/'II / %',` " (�/ / / 11 `/ , "/' " /•1,' /� / 'rte//'I//".,/"-, J / '/ =� / / /' //•i / , r / •/ BACKBOARD AND HOOP ASSEMBLY, / i / /' ,' / /.' J` /' / ,b',//,.., ," ," ',' /i '/ '/'' '/ ,/,/ '/: :/ INSTALL PER MANUFACTURERS '/ /' !' % %''/ / / i Jf / J' / / / % / /, / J /, ,; ,' ' ,i i ' %' /' / "' 11 //' r 1 f ` _ /%"` '/ INSTRUCTIONS %' I'/ i i / / ;' / % '/ / f' /' I/` / J / / /�%' % '/ fJ' %" J J' f /'rr / it Ir i' / , fr '/i ;' `! r ' '/' `f rr '%! J,� ! 'J/' ,; , j,, ;'%; /, / ,' %. /; /'1 , f , '` J, : / /,' // , f / / i / / % r 1, '/ I / /" /11 \ / % \ `\ I.\, j / \ I/' /: ,,, / ,' '/ J i / / 1 r` i /l .\ .\ \\ \ `\ \ \ \ tQQ \\ •,\ `\ ,i % rf // "/' / •`,' /' ' / /, / /(Y ;Jr 11 / / �` /' l' J /// .//' ' / . / Ji/ ";l \ "\ \, `\ \ \ - \` \' `\ \ / /j. J'` /j'ri %' �' /J , /,- /; \ / /1, / /J' /" f \ . 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". \\ ` \ \ �` \ / / i f' z", / \ O / / / 1. , : /, / \ `\ \ ,\ `\ './ ,, '/ / '\ `\ A CONCRETE / '// / \ \ \ \ /'' /" ,, ; / CONCRETE A D-1.0 PAVI P `A' VIN 'A'D-1.0 EXPANSION JOINT ` TUR -. ; EQ. EQ. B CONCRETE `� D-1.0 PAVINGTYPE `B' - lk-� 12'10" � iI - 4 - �* - - - --.C— -t.� -0 �� � . - • � '& its.. �� � • 9I *1fw A d...0 ... ,: � w '� i /--) .. :.. . . , ; .: . ;, _: , ; .... _ _ . , ; OUTSIDE EDGE f. . v A . • �s i t- -501-V I s0 -0a 1. • • v - vp OUTSIDE EDGE TYR - ° A a o I ° . .. . 4 ..; ' _ 4 NOTES: LEGEND: #3 DOUBLE TIES (HORIZ.) REBAR @ 12' O.C. TYP. I A. ALL PAINTED LINES AND MARKS ON THE COURTS SHALL BE 2' WIDE', . UNLESS OTHERWISE NOTED. ' '%` ' / COURT SURFACE - COLOR 1 " d a PC CONCRETE FOOTING B. ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINE, UNLESS I- OTHERWISE NOTED. \ • •, #4 VERTICAL BAR @ 12' O.C. TYP. C. SEE SHEET CP -3.01 FOR MORE INFORMATION. COURT SURFACE - COLOR 2 ' D. APPLY COLOR SURFACING SYSTEM PER MANUFACTURERS INSTRUCTIONS. ° BOTTOM COLLAR 4 Q ° r .. .: �..t . . . .G ISI Z w - +r.�r .a 3" tv MIN. 21-6" it it i BASKETBALL COURT STRIPING & LAYOUT PLAN NATIVE SOIL @ 90°16 COMPACTION, TYP.: A SCALE:1l4"=1'-W BASKETBALL HOOP ASSEMBLY g . SCALE: 3/4"=1'-0" I' : ap Q 0 a- I I 0 I - - -1 --m - I I — � I 11 % � - I- I 11 � p£gRc s t~—r' W 0 ca 0-x-0 4�QVaNOSCA M Q Q (m � ��S.SIiERQp�No Z v�� /_ W fn N =I- J m0-ld 0 -9W— — L (1) m M .4 11/30/11 a nl'o 0"- w aft.101 U STA rE OF CWE JQ O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S SHEET: 26 of 0 1 CDml w03 THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL TWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CON5STRlTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB ILL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpor ion Im J W LL W WaU s t~—r' W 0 ca 0-x-0 r- NM Q M Q Q (m � X�� p Z LL /_ W fn w =I- J m0-ld r L (1) m M L) a Z t 0"- w NO. I , vn 0 J o < /_ W W w 0) r A z CL d Z t 0"- w a U IL JQ O 0 h c ma J SHEET: 26 of 0 1 CDml w03 d? C w tw E lV O 0 WNN U Ir 0 19 - coV I`m Mm (D cm c S .'C 0 "'wo - •p //� ♦Y 0 CO � ^„ C-1.) !V V �, NO. REVISION It a vn a J o < 00 W w z m 0 Z t CHECKED BY I MS Ill U Z D W JOB NUMBER 1307525 SHEET: 26 of 0 1 CDml w03 0 c/) E— z >- 0 WNN U Ir V NO. 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SQUARE STEEL TUBE POSTAND PERIMETER TUBE 6 x 2 x 114 PERIMETER TUBE TRASH ENCLOSURE -SWING GATE & HINGE 1 \�LJ1 tn�ro• STEEL POSTCAPWELDED ON POST T ROUND BARREL BODY HINGE .— t DIA STAINLESS STEEL PBT. WEU) IN BETWEEN SQUARE STEEL TUBE POSTAND PERIMETERTUSE 2Q A10METALTUBE 8 x 2.114 PERIMETER TUBE — PERFORATED SHITMETAL — © 1 IT I ag�t .ut •arz::fT' c • . iL .E.� 2- ...ne�aaw��w�a. �swarwmn.mus.ae �wvao am�mo,°a°«�o ar �mm RRM DESIGN GROUP OOPYRiGHT 2010 RRM Is a California Corporation __� .. E s:x. pl,. air s tu. ����i :s ... N (ZI N N wt SUFFER BOARD PER G •lS2i.e12... Lam., tt ER:L_ it._.•.Y 3��.1:•"' t _ _ »• 'wi �K::E :lJl�• j� �. ' °•=i;�F= ;iiiin;:i= ?,. -CITY STD'�)L ST -25 a µ.Vi:: it'; ; is s t iG!ij =ti�1•'Si1A(=' ii ti•r•y�''• 2 }'22 `.GG4•LL«C«..•• iEeR:s AL G d d �•L�Ii� �i' ��if•45: ii•••• ' 4 STD DETAIL ST -28, CONTINUOUS PIPESLEEVEIN 1 NOTES 1. PROVIDE(1) ONEOCATOF RUST INHIBITING PRIMER TO ALL METAL. 2. PROVIDE(2)TNOCOATSDFPAB4T.PAINTANDCOLORTOSE APPROVED BY AUFHORIIZEO REPRESEWATNE. TRASH ENCLOSURE- ELEVATION 1n••r4r N U a z U W K w a Q NO. REVISION_ V! PROJECT MANAGER LIEF MCKAY Y¢ DRABN BYBY m 3J AK MS DATE February 26, 2010ppr�� CAD RLE— s6d7 CMU.E,,dm..Arg q . �S JOB NUMBER 1307526 49 SHEET: n� IIN 35 z �e 1 IT G 'KI/, ...ne�aaw��w�a. �swarwmn.mus.ae �wvao am�mo,°a°«�o ar �mm RRM DESIGN GROUP OOPYRiGHT 2010 RRM Is a California Corporation N (ZI N N SUFFER BOARD PER G t G. -CITY STD'�)L ST -25 O J Y G d G! d G. DROP BOLT. TYP. G d d CONCRETE SLAB PER CITY PROVIDER GALV. 4 STD DETAIL ST -28, E PIPESLEEVEIN CL Q R FIATWORKATFULLY a � a L" G o OPEN POSITION, TYP. EXPOBEDBx8d6Cmu BLOCC G COLOR AND TEXTURE TO MATCH m FIRE STATION . • ,n•=r4r �. ff d d I G d BUMPER CURB . i G � /�� � CID Q a G d D T� d _ I••-' �G I J � 0 G d 4 . C 8'RAD.. NP: 4 LU 2 G CONC. CURB Z d �. . G Z w 0 U G d N U a z U W K w a Q NO. REVISION_ V! PROJECT MANAGER LIEF MCKAY Y¢ DRABN BYBY m 3J AK MS DATE February 26, 2010ppr�� CAD RLE— s6d7 CMU.E,,dm..Arg q . �S JOB NUMBER 1307526 49 SHEET: n� IIN 35 z �e Ex8•SiEH.POST, NP. G S%4TFOF CA��O�t� ...ne�aaw��w�a. �swarwmn.mus.ae �wvao am�mo,°a°«�o ar �mm RRM DESIGN GROUP OOPYRiGHT 2010 RRM Is a California Corporation N (ZI N N Q Q W Y c U t G. m S i d U. U H O J Y Va DROP BOLT. TYP. Q CONCRETE SLAB PER CITY PROVIDER GALV. CL 0 STD DETAIL ST -28, PIPESLEEVEIN CL Q R FIATWORKATFULLY - o OPEN POSITION, TYP. TRASH ENCLOSURE -PLAN VIEW v O ,n•=r4r N U a z U W K w a Q NO. REVISION_ V! PROJECT MANAGER LIEF MCKAY Y¢ DRABN BYBY m 3J AK MS DATE February 26, 2010ppr�� CAD RLE— s6d7 CMU.E,,dm..Arg q . �S JOB NUMBER 1307526 49 SHEET: n� IIN 35 z �e S�D1,p.HDSCApC4RC V.•? S•SOERROp4 y�f S%4TFOF CA��O�t� ...ne�aaw��w�a. �swarwmn.mus.ae �wvao am�mo,°a°«�o ar �mm RRM DESIGN GROUP OOPYRiGHT 2010 RRM Is a California Corporation N (ZI N N Q Q W Y c U �O?�v m S i d U. U H O J Y Va Q S CL 0 @@@@ g $ CL Q R o �u v V CID Q a G J � 0 p In Z p LU 2 D Z 0 Z w 0 U � N U a z U W K w a Q NO. REVISION_ V! PROJECT MANAGER LIEF MCKAY Y¢ DRABN BYBY m 3J AK MS DATE February 26, 2010ppr�� CAD RLE— s6d7 CMU.E,,dm..Arg q . �S JOB NUMBER 1307526 49 SHEET: n� IIN 35 z �e 12" MINIMUM AIR GAP SEPARATION FROM BOTTOM OF INLET TO HIGH FILL LEVEL FLOAT VALVE - BERMAD MODEL #750-60 GATE VALVE, LINE SIZE IN — CONCRETE VALVE BOX WITH LOCKABLE STEEL LID. -TO METER CID a m 0 LL 0 11 6" INLET LINE 6" DUCTILE IRON PIPE BOOSTER PUMP STATION IN STEEL ENCLOSURE CONCRETE SLAB PER CITY STD. DETAIL ST -25. 2" REDUCED PRESSURE ___'lc.GATE VALVE, LINE SIZE IN CONCRETE BACKFLOW IN STEEL ENCLOSURE VALVE BOX WITH LOCKABLE STEEL LID. FLOW SENSOR "B" -1-1/2 inch: MASTER VALVE "B" - NORMALLY 2" CLASS 200 PVC PIPE OPEN - 2 inch. LOW FLOW BY-PASS ----> 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- 1 F. TANK AND BOOSTER PUMP ARE TO BE LOCATED E WITHIN THE IRRIGATION EQUIPMENT ENCLOSURE'" J PER THE DRAWINGS AND DETAIL E, THIS SHEET. w CONTRACTOR SHALL VERIFY PRIOR TO THE START W Y � OF WORK THAT THERE ARE NO CONFLICTS. M Q > r z G. BOTH MASTER VALVES AND BOTH FLOW SENSORS F- SHALL BE WIRED BACK TO CONTROLLER "B" 0 Ix 6" CLASS 200 PVC PIPE 2" CLASS 200 PVC PIPE LOW FLOW BY-PASS _ AIR -GAP TANK / IRRIGATION BOOSTER PUMP SCHEMATIC ASSEMBLY — — — — — NTSNA 1/4" GAI STE PLA T„A 1 1/2" 1/2" CHAMFER, " TYP. SQ. 16 LAME tV TVP.4" SECTION - A SIDE VIEW CANE BOLT RESTING PLATE 2" 5/8" 2" SQ. "RAME 2" 1/4" GALV TEEL PLATE i t 2" SQ. ",( i CANE BOLT: 18" + _lam I TVP. FRAME 1 I LONG BY 518" 0, 5/8"0 = s :rui WITH 6" HANDLE TYP. " I t I o zQ ( TVP. TYP. 5/8 0CANE Lu LL;f I BOLT W o� I 2" SQ. z FRAME uj SECTION - B SIDE VIEW SECTION - C SIDE VIEW 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 NOTES: A. HOT DIP GALV. AFTER -- _.9:1 Pir'ATInkiBUTT HINGE- REFER TO. SWING GATE HINGE B. PLUG GALV. HOLES WITH COLD ENLARGEMENT TO RIGHT GALV. COMPOUND. 2" SQ. x 3/16" THICK 1/4" METAL PLATE ATTACHED W/ GALVANIZED STEEL FRAME (3)5/8 E & A X 4' ANCHOR R EACH HINGE LEVEL PLAN TVP. 1!4"MET PLATE, REFER TO SWING GATE HINGE ENLARGEMENT TO RIGHT SCREEN PERFORATED METAL. ATTACH SCREEN PERFORATED METAL, ROUND - ----M_ -_ WITH 2" STITCH WELD AROUND .. :. a PERIMETER FRAME AT EACH CKET ` HOLE, GALVANIZED G90,20 GAUGE, i MILL FINISH, 3/32" HOLES ON 3/16" CENTERS, STAGGERED PATTERN, 23%-0-- 3/4" PICKET OPEN AREA @ INTERIOR FACE OFLi ENTIRE GATE 2" SQ. x 3/16" THICK . , .:.. ; ..., :,,. _ . .,< • ,:, : � _ .... _.-..- -._ ..._......' ....... _ SOLID GALV. PICKETS � GALVANIZED STEEL FRAME AT EQUAL SPACING, TYP. WELD TO / FRAME TOP AND BOTTOM. CMU IRRIGATION EQUIPMENT _ 6" x 6" BUTT -HINGE, 6 GAUGE, D-1.0 ENCLTSURE WALL ELEVATION NOT SWAGED FINISH.SURFACE- TYP j _ I REFER TO CIVIL . In . SEE CANE BOLT ENLARGEMENT ABOVE SWING GATE ELEVATION SWING GATE HINGE ENLARGEMENT _ SWING GATE NTS I cl), a cn SEE DETAIL C, THIS SHEET —+►� LL. x U - FOR EQUIPMENT ASSEMBLY. S Q S MI 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 --i <--TO METER SEE DETAIL C, THIS --� SHEET FOR EQUIPMENT ASSEMBLY. I 2" CLASS 200 PVC PIPE LOW FLOW BY-PASS as= mm now mm p TRASH / IRRIGATION EQUIPMENT ENCLOSURE 318"=1'-0" 0Hoa i E S�OxptiDSCAPlr4 ERRp�No J (L tD -- � J U. Vim>0) W �ew M0 W W Y � N Q �U L M Q > r LL. V F- 11/30/11 0 Dab 6 � m sr'f TrhF CAS\�� V THE 1NCLUDE.A DRAWINGSECIFICATtONS, IDEAS,IDES1AND CAD FILE CMU-Endosure.dwg ARRANGEMENTS REPRES THERESYAREANDMAIN V THE PROPERTY OF RRM DESIGN . P AND NO PART THALL U) BE COPIED, DISCLOSED TO OTH S OR USED IN CONWITH ANY WORK OR PROJECT OTHE , 'THAN THE SPECJECT FOR WHICH THEY HAVE BEEN PR# ABED AND DEVELTHE X0�11 V WRITTEN CONSENT OF RRM Dg§IGN GROUP. VISUALWITH THESE DRAWINGS OR SPECIFICATISNS SHALL CONSTITUIVE EVIDENCE OFACCEPTANCE OF T►fESE RESTRICTIONS. AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SH BE CONSIDERED A WAIVERAF RRM DESIGN GROUP'S t NOT IGHTS. RRM D PYRIGHT 010 RR alifomia Corpor ion i E c o J (L tD -- � J U. Vim>0) W �ew M0 W W Y � N Q �U L M Q > r LL. V F- -j)- 0 0 ~ � m O V M CAD FILE CMU-Endosure.dwg z i E c o J (L tD -- � b pu d Of) > r aLi mooM 0 0) v 0 PROJECT MANAGER LIEF McKAY �u cL O DATE February 26, 2010 H CAD FILE CMU-Endosure.dwg i E c o J (L tD -- � b pu d Of) > r aLi i � rn J (L tD -- � 0 o r o mooM Z m 0 PROJECT MANAGER LIEF McKAY �u U Z DATE February 26, 2010 W CAD FILE CMU-Endosure.dwg z V 0 i REVISION a J (L tD -- � 0 o a at 0 Z m 0 PROJECT MANAGER LIEF McKAY �u U Z DATE February 26, 2010 W CAD FILE CMU-Endosure.dwg z JOB NUMBER 1307526 0 U) W X0�11 V ♦� V NO. REVISION CLTE 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 CDml 004m N ti Z F- W O W H co Z Fa - Z a� 0 o. ix O DO 0 IL z LLI Z O f - W w 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 & 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. D 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 SPECIFIERS 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. � I Qt SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS DETAIL SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY DETAIL 18' Rain Bird 1806 -U -SAM -PRS U8 Series 5 180 30 0.52 6' See Detail F, Sheet IR -4.01 ST4TEOF Ci►L�E�� Rain Bird PEB 66 See Detail E, Sheet IR -4.01 ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THER SHALL BE COPIED, DISCLOSED TO OTHERS OR USW IN CON NEC full -circle ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED Electric Remote Control Valve THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL 22S Rain Bird 5505 -SS Rain Bird 1806 -U -SAM -PRS U8 Series 2 90 30 0.26 6' See Detail F, Sheet IR -4.01 RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion 1 � stainless steel, adjustable 50-330 arc, 360 non -reversing .� CD Rain Bird 300-BPES-PRS-D 10 See Detail E, 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 24' Electric Remote Control Valve, scrubber mechanism, ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, stainless steel, adjustable 50-330 arc, 360 non -reversing pressure regulator Rain Bird 1806 -U -SAM -PRS U10 Series 4 180 30 0.82 8' See Detail F, Sheet IR -4.01 Rain Bird 5505 -SS 15 50 2.00 26' See Detail F, Sheet IR4.01 ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, Rain Bird 44LRC 14 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 1" Quick Coupler Valve, two piece body, locking cover Q Rain Bird 1806 -U -SAM -PRS U15 Series 6 360 30 3.70 12' See Detail F, Sheet IR -4.01 �i Nibco F-617-0 Series 16 See Detail C, Sheet IR -4.02 steel riser Flanged Gate Valve 39 50 5.60 Rain Bird 1806 -U -SAM -PRS U15 Series 31 180 30 1.85 12' See Detail F, Sheet IR -4.01 steel riser Rain Bird 7005 -SS 12 50 Rainbird - PEB 1 See Detail K, Sheet IR -4.02 I0►8 Rain Bird 1806 -U -SAM -PRS U15 Series 4 90 30 0.92 12' See Detail F, Sheet IR -4.01 steel riser Master Valve IO Rain Bird 1812 -SAM -PRS Xeri-PC Nozzle 3 180 30 0.20 4'x8' See Detail F, Sheet IR -4.01 AD Rain Bird ESP-40MC 1 See Detail E, Sheet IR -4.02 steel riser Irrigation Controller, 40 stations, with stainless steel `2 Rain Bird 7005 -SS Rain Bird 1812 -SAM -PRS 15 Strip Series 1 EST 30 0.61 4'x15' See Detail F, Sheet IR -4.01 backboard mount. Refer to Specifications for Central steel riser �¢ Control components. 28 50 12.6 Rain Bird 1812 -SAM -PRS 15 Strip Series 1 LCS 30 0.49 4'x15' See Detail F, Sheet IR -4.01 steel riser �$ Rain Bird 7005 -SS 29 50 © 63' Rain Bird ESP-40MC 1 See Detail E, Sheet IR -4.02 Rain Bird 1812 -SAM -PRS 15 Strip Series 1 RCS 30 0.49 4'x15' See Detail F, Sheet IR -4.01 Irrigation Controller, 40 stations, with stainless steel backboard mount. Refer to Specifications for Central Q Rain Bird 1812 -SAM -PRS 8 Series MPR 41 360 30 1.05 8' See Detail F, Sheet IR -4.01 Control components. Rain Bird 1812 -SAM -PRS 8 Series MPR 206 180 30 0.52 8' See Detail F, Sheet IR -4.01 FS Rainbird FS 150P 1 See Detail F, Sheet IR -4.02 1 1/2" Flow Sensor sa Rain Bird 1812 -SAM -PRS 8 Series MPR 2 90 30 0.26 8' See Detail F, Sheet IR -4.01 Q Rain Bird Booster Pump 1 See Detail A, Sheet CD -1.04 © Rain Bird 1812 -SAM -PRS 10 Series MPR 14 360 30 1.58 10' See Detail F, Sheet IR -4.01 Model: VM13000208 0 Rain Bird 1812 -SAM -PRS 10 Series MPR 113 180 30 0.79 10' See Detail F, Sheet IR -4.01 gf Febco 825Y 2" 1 See Detail C, 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 Reduced Pressure Backflow Preventer �o 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 Irrigation Lateral Line: PVC Schedule 40 29,819 I.f. See Detail A, 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 --- - -- -- Irrigation Mainline: PVC Class 200 SDR 21 4,830 I.f. See Detail A, Sheet IR -4.01 i2 Rain Bird 1812 -SAM -PRS 12 Series MPR 11 90 30 0.65 12' Pipe Sleeve: PVC Schedule 40 729 I.f. See Detail B, Sheet IR -4.01 12 Rain Bird 1812 -SAM -PRS 12 Series MPR\ 1 270 30 1.95 12' See Detail F, Sheet IR -4.01 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2 times diameter of the pipe. Extend sleeves 18 15 Rain Bird 1812 -SAM -PRS 15 Series MPR 9 360 30 3.70 15' See Detail F, Sheet IR -4.01 inches beyond edges of paving or construction. t5 Rain Bird 1812 -SAM -PRS 15 Series MPR 43 180 30 1.85 15' See Detail F, Sheet IR -4.01 6k Rain Bird 1812 -SAM -PRS 15 Series MPR 14 90 30 0.92 15' See Detail F, Sheet IR -4.01 Valve Callout ---"---- Valve Number �5 Rain Bird 1812 -SAM -PRS 15 Series MPR 2 120 30 1.23 15' See Detail F, Sheet IR -4.01 # #'�- Valve Flow #" Valve Size 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 t2 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, co �p 0 ST4TEOF Ci►L�E�� DATE February 26, 2010 stainless steel, adjustable 50-330 arc, 360 non -reversing NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THER SHALL BE COPIED, DISCLOSED TO OTHERS OR USW IN CON NEC full -circle ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TROUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL 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, RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion � stainless steel, adjustable 50-330 arc, 360 non -reversing .� CD full -circle L U 26S Rain Bird 5505 -SS 12 50 2.10 24' See Detail F, Sheet IR4.01 ❑ 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 IR4.01 ❑ Turf Rotor, 5" pop-up with Seal -A -Matic check valve, stainless steel, adjustable 50-330 arc, 360 non -reversing full -circle Rain Bird 7005 -SS 55 50 3.80 39' See Detail F, Sheet IR -4.01 'J4 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser Rain Bird 7005 -SS 39 50 5.60 45' See Detail F, Sheet IR -4.01 'J6 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser Rain Bird 7005 -SS 12 50 6.60 49' See Detail F, Sheet IR -4.01 I0►8 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser �0 Rain Bird 7005 -SS 13 50 9.30 53' See Detail F, Sheet IR4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser `2 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 �¢ Rain Bird 7005 -SS 28 50 12.6 59' See Detail F, Sheet IR4.01 Turf Rotor, 5" popup, adjustable and full circle, stainless steel riser �$ 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 DSCAP fq,PC WLL 0 �o j M co 0*) N NERRo //1 ... In LL� !f? P i N ca co va N C { 11/30/11 co �p 0 ST4TEOF Ci►L�E�� DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFIEATIONS"IDEAS, UES NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THER SHALL BE COPIED, DISCLOSED TO OTHERS OR USW IN CON NEC WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED TROUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB TTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWS LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion wa -- U LU m WLL 0 �o j M co 0*) N LL'VI- ... In LL� !f? P i N ca co va � Y Q a 0 0 0 X Ixo m x W Z W Z O H N W ce NO. 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I, f � � I;I 34\ Q DATE February 26, 2010 r . irk r``i CAD FILE 1307526-IP-New.dwg O�c SrATF OF Ca�-�E +` . I E d til THE PROPERTY OF RRM DESIGN GROUP AND NO PART {; ! WITH i i, ' P. i ! FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED OUT q . . 4, :! THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C USNE �z i THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S +% BE CONSIDERED A WAWER OF RRM DESIGN GROUP'S HTS. §' ; ' + ._ ... . . .........j - .. ..- ».1.1 , ._... 1 111... ,r'.`.. ,1,1.11, __.....4 . . i1. -1 ,,,y_-..... .._.::_�-:_.._.___«__.- ,.''.A -.1I -� ..-1,1 -__..__......._.....'.: ,, . .; ' - 1.111..... ..:...::,:I..::.::_.__:,_'.,_ +.,,._ 1..11. • ... .. ........ .. ,.,._ ... ,_ .........1111... .2 .1111...... , ......I _.........._.._.. _ f .. :, ..-_:_L_o-_: x:.. .-____..._....._,_.,._.-"-._�___-_._._-..,_._. _,.___,_..._.-__.,..,-.1.111_.,. MOUNTPLEA 3 X_r :. _. _._ .__....,.- n ... 1111_ .. ... ........... . 1.1.1.1__ 1.11.1__-.., i__......_.. -1.111 _ _,_ ..11.11,. 1.111.. . -_._.--l.11.,.. ..__._...__._..._.. _-... . - '.'.- _........_.- a I 7 'j .0 40 80 120 feet 1 MAINLINE ROUTING PLAN . __ . __ __ I --- . (T SCALE: II'=401 NORTH SCAP'C4 I REVISION DATE ti>F ��5.5llERQp�N o n� v�� w 1 V N • � O C� .�K 11/30/11 CHECKED B MS Q DATE February 26, 2010 oa. CAD FILE 1307526-IP-New.dwg O�c SrATF OF Ca�-�E " NUMBER ��o75�s THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIG AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL THE PROPERTY OF RRM DESIGN GROUP AND NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED OUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTA VRTH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAWER OF RRM DESIGN GROUP'S HTS. RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpora ion NO. I REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED B MS DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg " NUMBER ��o75�s SHEET 300f 49 lRm2m0l N ti ti a 6 z U W O a I Lt `!_' cl z H z m 0,30 r~ Y Q 0- a a 0 O m 0 W z LU z 0 Lu w 0 63.0/B-31\ /B-32\5.5 _ 51-9 $-30::: _ .. $-33. 23.4 _..-..._.__.... _._....._._ .. ,, ,., _ _._.__........... _...._ .... .. 2" 1Y2" 5.4B-29 B-34 4.00 111 4» 3" 4» 4„ 4 111 3 -3 399 HA RRIS R O -A D .._ ...... ... ,:..:....... ..... r•;. �...:: 3/4.. .... .... _.. 3/4" ... .. 2 21�" .. 3" . .......... ..... ......._.._ .... _, . _, 3/4 .. ........ . 1 3 » Y» _... - - _ 8 -_-,7z1 . _,... » ts 1.8S _... 18S 1 .. 3 » g » » �.... _.__.. 18S » 1 44$0 __..._.._...... :__ /4" :• 8 /4 /4 1Y4 �� �� _ _.._... _.._ 11!4 18S __....3...».. /4 1 1$S �.:�... �y 3 18S 8S 18S 1Y4 -, 8S 8 18... 1 t _,_.._....._ 8.S- /4 _..... . 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H W W —2)v in 0) WW cf) cf) m•m ZZ J J 3 UU QQ � 0 As -2Y2» 0 20 40 60 feet rw%r%mrm" SCALE: 111=201 NORTH �Wd N W ,Q0....� m� W �e ��Q�pNDSCAPt4 c� 0) NERRo y>c� t� ! r �- 0 r L _Ie W v�Z C> /lJ � PROJECT MANAGER LIEF MCKAY Q 11/30/11 CHECKED BY MS C - a CAD FILE 1307526-IP-New.dwg SlA TE OF CpVXEO 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFI ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL WITHOUT THE WR(TfEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTrrV1E USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. 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PROJECT MANAGER LIEF MCKAY STATE OF CA4\ED CHECKED BY MS THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN EC ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPE ROUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUe ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP, IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpor tion w°~-�o W m�x W >0) Q c� Q —u L Ov~ m U) L a� cc CO v CL a ID O O ice O m W Z W Z O III— U) W Ix 0 c a d H N co C4 E Iv oco .� cn r R In 4i s✓ V NO. 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" 1Y4 1Y4 1 12 ; 12 12 .1 i< » i 2 1» 12 �' /]{p ------ 3/4"-'A-36 19.8 X12 ` 08 1Y4 s ly lit 1» + 0$ , A-35 33.0 r 1X" 3/4" 1 I - -"... 3/q 1„ 08 » 04 " 2 3/4 A-34 9.8 A,18 4 3/4" 1„ 6!! 1» 1» I " /A -33\x.80 1" - -- = �-2Y2 �' 2» 1Y4» 1„ ; �12 10 3/4» 1» 3/4„ O6 OS /A-32 x.30 04 044» 08 s 1" MATCHLINE iCi SEE SHEET IR -3.03 3/4„ MATCHLINE C SEE SHEET IR -3.04 IRRIGATION PLAN - AREA'C' 0 20 40 60 feet -%Mmr%mrm7 SCALE: V=20' ['111101,111 ---_-.III W CA Y S�O`pNDSCAPF4RC M 5 SNERR0�N yam" ♦� V ~ co V o - PROJECT MANAGER LIEF McKAY • i 11.2 } 1" • .. 3/4» 3/4" 04 » �� 3/q" �0 1Y2» 14 1Y2 1a 3/4» 10 .\ 10 1" 1Y4» 06 3/q." 06 1" 2„ lit1Y206 14 1Y4" 10 1Y4!' 3 10 . 262 B-4 !! �-- M 1Y4" 3/4" MVP 2 CL 10 --3 „ 3/4" 1Y" 2.00 B-3 04 4 3/4" " 6»� W W 14 1 08 04 4' _ - 1 /4" to V) , W W ., _.... 06 4 08 - B-2 X3.6 W * W » s'; ; 'r 1Y4" 3/4„ 3!! U) U) 1Y4" 2„ 1�" i i _ i f I m Q 3/4 06 ' '� 1Y4" 1Y2" '4!' 1»f'0 TB -1\2:7.9 W W 2Y2» . " 1Y4 1Y4 1 12 ; 12 12 .1 i< » i 2 1» 12 �' /]{p ------ 3/4"-'A-36 19.8 X12 ` 08 1Y4 s ly lit 1» + 0$ , A-35 33.0 r 1X" 3/4" 1 I - -"... 3/q 1„ 08 » 04 " 2 3/4 A-34 9.8 A,18 4 3/4" 1„ 6!! 1» 1» I " /A -33\x.80 1" - -- = �-2Y2 �' 2» 1Y4» 1„ ; �12 10 3/4» 1» 3/4„ O6 OS /A-32 x.30 04 044» 08 s 1" MATCHLINE iCi SEE SHEET IR -3.03 3/4„ MATCHLINE C SEE SHEET IR -3.04 IRRIGATION PLAN - AREA'C' 0 20 40 60 feet -%Mmr%mrm7 SCALE: V=20' ['111101,111 ---_-.III — LL W �ew MQ0 W W CA Y S�O`pNDSCAPF4RC M 5 SNERR0�N yam" ♦� V ~ co V o - PROJECT MANAGER LIEF McKAY 0 CHECKED BY MS s+r�• O Oft CAD FILE 1307526-IP-New.dwg D �Q Qo STATE OF Cpoi 31 THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, GNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFI ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL WRHOUT THE WRRTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITIRE CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRK)TiONS. SU ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' RtGKTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Corpo tion — LL W �ew MQ0 W W CA Y �Q I4 >0) Q �U L M 5 LL. 0 ♦� V ~ co V o - L � ATE O � O PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS O o CAD FILE 1307526-IP-New.dwg Qo -c 31 f O c i � !✓ co ri Q co C «s m < :) I vi>r 2 o '- tu On) ~ I L 1 u < a 0 0 It 0 V W Z Z 0 V I NO. REVISION ATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET: W of 49 lRm3n'03- "o, a z U w O d W Q~ 0 z 1¢- Z O 2 CF) 0 ti Lo Y a 0 2 croO m w Z W Z O F- 0) w O �-- 21/2" 2» O O — — _— Kof '10 12 W W 2Y2" r'�•..10 ... to..... 10 1» io 10 ui fn 3/ i 10 tUI ` . 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CONTROL COMPONENT,�'}�:; 3/4. „/4 t.. - ., .z :.. -r•.r" ,'> a _ 4;: r:}Z.rs,y' 04 1Y i 3/` " it W W 'i INFORMATION. ? ,.i .l , L r' S.r h, ;. , , j ,. y,, ._. " S", , 1. » 3 1 r.S S s W W I r 3/4 `� (t3 V1 r . ... ,. , .,:; �,: t;.5 �:��.�=c,K j , .�?:>;., �.: �' .,-t' • � ,s : /�{ -;;-`- 1 - :- � .3 1Y4 r 10 S . _ •ani<,. r ' •. 1' ,. 105 185 — — .� F m m 30S 12 -- — -� — » 0 „`185+i i 3 t5 .. 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I 04 1 04 /4" 04 3!! 3/4" 212" » �..3/4 04 �� -�.. w - �- ...—. } .. .ter.—�!! 699 1Y2" 1%" 6 MATCHLINE D SEE SHEET IR -3.04 • " `22s 6am 2" MATCHLINE 'D' SEE SHEET IR -3.05 18S // 06 6 1». » is /-2Y2" is 3/4" / 04 185 ' Q/ 40 3/4» 04 3/4» 3/4» • 04 Ir 0 20 40 60 feet IRRIGATION PLAN - AREA V SCALE: 11"=20' NORTH X.NNOSCAP fgRC r CL W im co �e =o c:M >� ATE SNfRRp�Np'yi�FcN mIn =) v,�? v m v a. N 0 O o Daw 'c oak t� c �P CHECKED BY MS sTq rE OF CAL\F� DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND S REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT .1.101 FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPS ITHOUi THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACI WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' RIGHTS_ RRM DESIGN GROUP COPYRIGH 2010 RRM is a Catifomia Corpor tion Q .j — LL W r CL W im co �e =o c:M >� ATE LL 0 mIn =) T— v m v a. o (? 0 o tw W E co co N ATE � o CL o 10 o (? 0 L o h t� c tw W E co co N ATE � o O .L co co 10 C'7 NO. REVISION ATE � JG o .� co C'7 L PROJECT MANAGER LIEF McKAY NO. REVISION ATE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAO FILE 1307526-IP-New.dwg JOB NUMBER 1307526 SHEET: M of 0 m 3004 N ti ti a 0 z 1-v w O a W 0 I— z_ Q H z M O 0 ti L0 Y t1' a 0 O cn 0 w z w z 0 R w w 0 - .. I - III"' '" Is vt-'-' / Ake - � If I : � . . 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I a :; ' '._'__'_ - t"'r .'_.___' r ___1-_.- " I.- = I "�' ! t 11 ,............... -." \�"' ;! 1 ; 4" IRRIGATION WATER METER - / /'�` .... t"'.. - - - - - � _..- -'-'-' -k, j--,,- - -� / ' , - " �­ ! - "­; , :11 "Its I 11 1i i ; � , .1 � I N't I ' Y4" 1! ! ; � " 11 '"i il I . ' ' x ' ` ' I ­'�'�L'�­.'�.- �'­ LI OF A-23 22.4 " I ; V40' , �' , 1i 5 : ' ' - �'.-' � . ' �; 1, -, - " � , 1, - !e 1. , ' z ! I , 3/4$1 - � I ­ " ­­ 19 1-1 � , -�" I ; SEE SHEET UT -1.01 FOR * I �- / / ' . .�;� K I is 1, � -, ,,, f , . I :; I /' ,,"�.;.' : ." ' �". _01-1 .1 fl �i IL I � 1 , : - � �. . I j� p � " i , � ,4 I . .' I i : - " i k � /� � . . , I I , Z' ! 11 11j;1' I 1, . , , -11" I � P ,- ; ! .." 1 Y2" I i CONNECTION DETAIL / . 7 1 : - I., ; I. /� '�' t ' . I . ; I " � Al ; 11 � I It .1 ' I: I . ­ / ) . f " I I e 1 ___ _'j 11iii 1 � I � I ,, .1 -3/4 I I 1"' tit W-- __11 ` I i. 'M 1; 1 ,104 I , :. 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Nk 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D tTR S AND ARRANGEMENTS REPRESENTED THEREBY ARE - , SH � N THE PROPERTY OF FIRM DESIGN GROUP AND NO PART '= IF HALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN = WITH ANY WORK OR PROJECT OTHER THAN THE SPECIF! PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND EL WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL WITH : THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. � I MITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW LL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GROUI'1'� RIGHTS. RRM DESIGN GROUP COPYRIG 2010 1 RRM is a California Corpo ation , 0 wa --w LL 0)> W W �e < - im 0 Ir �e 0 4)%.-I = e- T) < C(.) =3 x -Q V_ r-, ch CV) o') < - -.0 - (L) LL. 0 INIIIIIIII 0 :j- = L_ It- V- Lo V- - NI*_ (1) L_ (1) m CO 0 CL . I ATE 0 : i 1 . � 0C ) , 1 PROJECT MANAGER LIEF McKAY 4) � CL C�l A m ;5 : I , � =3 0 (1) a 1. : - CL m A 0 i . 1 0 " #A *j E mo = i C � . : to W E co w N. . rom a C) le- . ID . � I , ." 10 -4 . Co - 6� i � z w 004aem (n > C w I TE a, = .0 ' ,Q) Cn a0 = = = . I - mm , kamo) . 11IIIIIIII m co w � : . . Eth Q..u I- . 4 " 4 . " I NO. REVISION ATE - I I PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY I ms DATE February 26, 2010 CAD FILE 1307526-IP-New.dwg - JOB NUMBER 1307525 SHEET: 35 of 49 1Rm3m051 Itt 'I fl- (.) r_ 0- z I- 0 LU 12 0 w a. , LU > 7x 0 cf) 5; z F<_ z =:) 0 m m C) fl- u') - �id w t -:r, i,b , it. 4PHIK awA ffiftsm " � F IRRIGATION HEADS City of Bakersfield Standard Plan No. L-8 SCALE: NTS kms:, I Com 7,w;;, 400 ELL rn� THRUST BLOCKS City of Bakersfield Standard Plan No. L-5 SCALE: NTS a wa tw a<� 40 (OW �•A >'i•.,y� y AMM; RD= %Fm ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL City of Bakersfield Standard .Plan No. L-3 SCALE: NTS } R All k I e { s z- .14 . - '" _ f •1► r � , e . A: r'. is � ' � ,� r � � • �r •: r:.', r w , i' 7 x?✓,f ,w s Xt- FINii j ..�.. . �iAI■A■�If "SPU On*LAMW U0 SAIL aO r 3w m "wLaw as r A Li'l1R* 16#rI 10 =0 A HIM SWAM GOMM 40 M 4 11111101111M. •sI om A WNIMISA"IM SPIT 0111IMMAUNWAIM SWAM ii>i111 I 'SM i AftiltdYD vill +AIW AMA -1 du am ht ftmumill [fill .I ;T- _A PIPING, TRENCHING, AND BACKFILL City of Bakersfield Standard Plan No. L-2 SCALE: NTS 1 S�QVpKDSCAP,r b SNERRo46 a wU. Q �U o. M Q Z� 3 > . - f i ..+. .71 Co In +++ w�♦ s G { 11 3Q 11 DRAWN BY AK CHECKED BY MS DATE February 26, 2010 4Z4 OFC o ar THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES AND �?"•� lit . SHALL `♦ aF ... f � b i - WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ITHOUT THE WR[l CONSENT OF RPM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSIiTVfE ill EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS- SU AL OF _A PIPING, TRENCHING, AND BACKFILL City of Bakersfield Standard Plan No. L-2 SCALE: NTS J W Q z 0 0 NO. 1 S�QVpKDSCAP,r TE SNERRo46 a wU. Q �U o. M Q Z� 3 M Im V N Co In +++ w�♦ s G { 11 3Q 11 DRAWN BY AK CHECKED BY MS DATE February 26, 2010 4Z4 OFC o ar THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN EC WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ITHOUT THE WR[l CONSENT OF RPM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSIiTVfE ill EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS- SU AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Com)or tion J W Q z 0 0 NO. 1 D TE w —W � a wU. Q �U o. M Q Ov~ M Im r 11') T- Co In v w�♦ s C) J W Q z 0 0 NO. REVISION D TE O .� w�♦ s C) O DRAWN BY AK CHECKED BY MS DATE February 26, 2010 t/? o ar JOB NUMBER 1307526 tu o SHEET: W of 49 IRM4001 o in > C m C o '�- v, L c*s V J W Q z 0 0 NO. REVISION D TE PROJECT MANAGER LIEF McKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-ID.dwg JOB NUMBER 1307526 SHEET: W of 49 IRM4001 N 11- 0- 6 0- 6 Z F- W 11O a - V ^ w 0 H'J Z Z C) Inn cr- a 0 reO m 0 LL1 z w Z O r— V) w X L NOT USED � iw�"rr�r" rrrrr�■r�rri��" r��,rrrr�" NTS OTREE ROOT BUBBLER NTS PVC MALE ADAPTERS, WHEN REQUIRED (2). JUMBO PLASTIC VALVE BOX WITH 2 - 6" EXTENSIONS & LOCKING COVER. FINISH GRADE. —I MAINLINE. --. Y47 CRUSHED AGGREGATE 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. VE 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. F0FLOWSENSOR NTS SET VALVE BOX FLUSH WITH FINISH GRADE VALVE BOX WITH CAST IRON LOCKING COVER EMBOSSED "GV" NOTES: A. ALL GATE VALVES SHALL BE AWWA, FLANGED. B. USE DUCTILE IRON BOLTS ON FLANGES, TYP. OGATE VALVE -FLANGED MAINLINE LINE SIZED FLANGE FITTING ON END OF MAINLINE LINE SIZED FLANGED GATE VALVE, NTS DIAM. P.V.C. RIGID SLEEVE 24"O30" ° •POF3/,VGRAVEL SVODSCAPr4 LONG, SDR 35 SHERRppN y��0 /4" MESH GALVANIZED HARDWARE v� v IRE GOPHER SCREEN i -2"x4"x24"RECYCLED PLASTIC w >UPPORT BLOCKS UNDER LONG �;5 XIS OF VALVE BOX wza -1/2 CUBIC FEET Y4 NOTES: A. ALL GATE VALVES SHALL BE AWWA, FLANGED. B. USE DUCTILE IRON BOLTS ON FLANGES, TYP. OGATE VALVE -FLANGED MAINLINE LINE SIZED FLANGE FITTING ON END OF MAINLINE LINE SIZED FLANGED GATE VALVE, NTS wa — W � SVODSCAPr4 M t� Q SHERRppN y��0 v� v 7j -D A r. m L_ F � T- I= L tU cc m V CL O 41 tt/s3o%tt Deft CHECKED BY MS S74 rE OF CAS -\40 DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, GNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN CROUP AND NO PART TH OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED HJ CONNE ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFI PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVE WITHOUT THE WRRTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP COPYRIG 2010 RRM is a Califomia Corpo tion wa — W � a)o Q >uj M t� Q m°X 7j -D LL r. m L_ F � T- I= L tU cc m V CL 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. _`he LEGEND. QUICK COUPLER. SEE IRRIGATION j he LEGEND. cy -'----'---J----------5-•t— SYSTEM MAINLINE. PLANTER EDGE OF WALK, CURB, WALL ETC. s 4 • .. - • . :,;i .. PAVEMENT MANIFOLD GROUP SCHEMATIC REMOTE CONTROL VALVE, SIZE PER Ml PLAN, TYP. SEE IRRIGATION LEGEND ISOLATION VALVE. SEE IRRIGATION RCV RCV GV LEGEND. -- QUICK COUPLER. SEE IRRIGATION `i`, •`i`, - ,`�`• ' LEGEND. :.PLANTER ':' PAVEMENT F 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 3M DBY SPLICE KIT WIRE CONNECTOR OR APPROVED EQUAL. _ WIRE CONNECTIONS NTS iad,��l`IitIIII `– BRICK (1 OF 4) ..' `----- ONE CUBIC FOOT OF We 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 NTS INTERIOR WALL MOUNTED CONTROLLER - E NTS _ @ NOT USED NTS GATE VALVE - THREADED — NTS NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. A BALL VALVE NTS EXTENSION FOR 12" 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. 314" CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. W a z o_ F—_ 0 wN cr NO. REVISION ATE , SLIPBASE SOCKET OVER END OF 0 WIRES � O 30 -INCH LINEAR LENGTH OF CHECKED BY MS CONDUIT SIZING CHART FOR 14 DATE February 26, 2010 CAD FILE 1307526-ID.dwg •C WIRE, COILED STEP 1 GAUGE OF CONTROL WIRES W WATER PROOF NUMBER OF INTERIOR WALL (v o CONNECTION (I OF 2) 14 GA OF SIZE OF CONCRETE VALVE BOX WITH —• ID TAG STRIP WIRES APPROX. 5/8" FROM ENDS - CONDUIT WIRES, ALL REQUIRED CAST IRON LOCKING COVER EMBOSSED "G.V." a U O VALVE BOX TWIST TOGETHER INCLUSIVE CONTROLLER ON S/S BACKBOARD. PER NOTICE Q. 1-11 1-1/4" INSTALL PER MFG. INSTRUCTIONS. TO CONTRACTORS. La ; • FINISH SURFACEIrOP APPLY OUTSIDEER TO OF SEALING PLUG 12-20 1-112" SET VALVE BOX FLUSH O � t e OF PAD FL ILL CAVITYWITH SEALER 21-28 2" 29-45 2-112" 24V CONTROL WIRES IN RIGID WITH FINISH GRADE FINISH GRADE •i•� J LIM �- 46-60 3" to STEEL CONDUIT, TYPICAL. ( '�cc .� CONTROLLER WIRE (WHITE /� COMMON) STEP 2 � �D I I C 24"MIN FINISH SURFACE - : G CONTROLLER WIRE BEYOND IFF 8" 0 P.V.C. SLEEVE 18" LONG = i (NON-WHITE HOT). WIRE TO PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVE CE OF a COMMON BRICK, ONE AT 0 co MASTER VALVE STATION ON CONTROLLER(S). AND CUT OFF EXCESS WIRE BLDG. OR —d EACH CORNER FOR SUPPORT. c • _ EDGE OF I !- �— I i'- - _-� =a f� 1-1/2 CUBIC FEET OF 3/4" cEsa MASTER REMOTE PULL BASE SOCKET OVER END AS FAR AS POSSIBLE PAVING. i I I III- a GRAVEL --- � w _rn CONTROL VALVE = PVC COATED GALV. KEEP GRAVEL 3 INCHES ; BRICK 10F 4 ( ) LONG SWEEP ELL CLEAR OF MAIN LINE o - 4" CAST IRON FLANGED PIPE STEP 3"�co TxS PVC ADAPTER _ --- MAIN LINE +� L R -•f—TO DISTRIBUTION AREAS (� I NOTES: — SCH. 40 PVC CONDUIT cc M 6" PVC SERVICE LINE PUSH SEALING PLUG INTO BASE SOCKET 1. CONDUIT DIAMETER SHALL BE PER SIZING CHART ABOVE. ENLARGE HOLE IN THE BOTTOM OF SCHEDULE 40 P.V.C. MALE L V ' tAj LuFROM PUMP THE IRRIGATION CONTROLLER AS NECESSARY TO ACCOMMODATE A LINE SIZED BUSHING. ADAPTER AT EACH SIDE OF GATE VALVE �i��.i� i�_i�_i�_• ,.��_.., _ _ _ _ _ ' -- PUSH WIRES TO END OF BASE SOCKET TO POWER SOURCE SHALL BE AS SHOWN ON THE LANDSCAPE OR ELECTRICAL PLANS. ASSURE COMPLETE SEALING OF CONNECTION LINE SIZED GATE VALVE '� '� '� '� '� '� '� '� '� '� �� �� �� �. 3 MIN. DEPTH OF 3/4I //II��/II��//11��//il��//il��//II��//il��//II��//11��//il��//il��//IIr"ii�E11 iT�'- ' WASHED CRUSHED &/N\&#\\\�//��\�//��\�//��\\.//��\�//��\�//��\�//� AGGREGATE BASE. STEP 4 ONE ( 1 CUBIC FT. MIN. t1t I Imo! !moi I I='11� ) 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. _`he LEGEND. QUICK COUPLER. SEE IRRIGATION j he LEGEND. cy -'----'---J----------5-•t— SYSTEM MAINLINE. PLANTER EDGE OF WALK, CURB, WALL ETC. s 4 • .. - • . :,;i .. PAVEMENT MANIFOLD GROUP SCHEMATIC REMOTE CONTROL VALVE, SIZE PER Ml PLAN, TYP. SEE IRRIGATION LEGEND ISOLATION VALVE. SEE IRRIGATION RCV RCV GV LEGEND. -- QUICK COUPLER. SEE IRRIGATION `i`, •`i`, - ,`�`• ' LEGEND. :.PLANTER ':' PAVEMENT F 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 3M DBY SPLICE KIT WIRE CONNECTOR OR APPROVED EQUAL. _ WIRE CONNECTIONS NTS iad,��l`IitIIII `– BRICK (1 OF 4) ..' `----- ONE CUBIC FOOT OF We 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 NTS INTERIOR WALL MOUNTED CONTROLLER - E NTS _ @ NOT USED NTS GATE VALVE - THREADED — NTS NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. A BALL VALVE NTS EXTENSION FOR 12" 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. 314" CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. W a z o_ F—_ 0 wN cr NO. REVISION ATE 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 L lRm4m02 et N a 6 z W O w a_ w O H z I< -- z rn Cl Y C1a.. tl 0 O m S CD Ill z w z O I• w Lac 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. PLANT SCHEDULE TREES BOTANICAL COMMON CONT QTY DETAIL REFERENCE 82 Arbutus x 'Marina' Arbutus Standard 24"box 21 See Detail A, Sheet PL -3.01 Flower Carpet White Groundcover Rose Comus x rutgersensis 'Stellar Pink' Pink Flowering Stellar Dogwood 24"box 22 See Detail A, Sheet PL -3.01 'OOODOOOQQOOO • o op0000000000�0 Gleditsia triacanthos 'Inermis Thornless Honey Locust 24"box 30 See Detail A, Sheet PL -3.01 0 Lagerstroemia x 'Tuskegee' Tuskegee Crape Myrtle Multi -Trunk 24"box 10 See Detail A, Sheet PL -3.01 p Liquidambar styraciflua 'Rotundiloba' TM Round -Lobed Sweet Gum 24"box 10 See Detail A, Sheet PL -3.01 FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL Liriodendron tulipifera Tulip Tree 24"box 31 See Detail A, Sheet PL -3.01 • OF Magnolia grandiflora 'D.D. Blanchard' TM Southern Magnolia 24"box 8 See Detail A, Sheet PL -3.01 tion 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 Quercus lobata Valley Oak 24"box 6 See Detail A, Sheet PL -3.01 • 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 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 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 Hemerocallis x 'Little Business' Little Business Daylily 1 gal 240 See Detail A, Sheet PL -3.01 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 Phormium tenax 'Yellow Wave' New Zealand Flax 5 gal 108 See Detail A, Sheet PL -3.01 0 Pittosporum tobira 'Variegata' Pittosporum tobira 'Wheelers Dwarf ORosa x 'Noamel' Rosa x 'Noaschnee' GROUND COVERS BOTANICAL Arctostaphylos edmundsii 'Carmel Sur Cotoneaster dammed 'Coral Beauty' Variegated Mock Orange 5 gal 92 See Detail A, Sheet PL -3.01 Wheelers Dwarf Mock Orange 1 gal 82 See Detail A, Sheet PL -3.01 Flower Carpet Apple Blossom Ground Cover Rose 5 gal 120 See Detail A, Sheet PL -3.01 Flower Carpet White Groundcover Rose 5 gal 108 See Detail A, Sheet PL -3.01 COMMON CONT QTY V Carmel Sur Manzanita 1 gal@ 48" oc 566 See Details A & B, Sheet PL -3.01 Bearberry Cotoneaster SOD/SEED BOTANICAL COMMON _IVTurf 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 I tp,NDSCApE4�c O4 3, 30 6D M N S.SHERRo��o = L F P r L CD CD V a. O � "- o Q �" N 0 z W h 11/30/11} z V W0 z SrA��E��a\P TE OF Ca 0 ' THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DEI GNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND BHA L REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC ION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC IROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWS ALL. NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP RIGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a California Como tion Wa' Lt. OC�QQ Uj Cal O4 3, 30 6D M N U.� _ = L F P r L CD CD V a. O � "- o O twco cW C Cq U) in l: F-- 0 ui rn m O � "- o Q �" O z W h D twco cW C Cq yj U) in l: F-- 0 ui C m yj U) W l: F-- 0 0 PROJECT MANAGER LIEF Md(AY ]BYY Z O 06 � Q M z W = 0 z V W0 NO. REVISION U) W CL F-- 0 0 PROJECT MANAGER LIEF Md(AY ]BYY Z O 06 � Q . m z W = 0 z W W0 z z 0 ' U) W 4��Z t� V NO. REVISION ATE PROJECT MANAGER LIEF Md(AY ]BYY DRAWN BY AK CHECKED MS DATE February 26, 2010 CAD FlLE 1307526-PP.dwg JOB NUMBER 1307526 SHEET 38 of 49 PLml■ 01 N ti ti a 6 z H U W O W 0- W 0 Fa- z H z M 0) 0 Ln Y tY a D 0 D: O m X O W z W z O F- U LU c0 - Ll ROAD t t •E _ t•S�. - t4' 'S V. �j. •N Si .i• Y1: . 4.^ V- > Y' +Y CL a. - .t : ! r • 4" :yr • Y' �4• M :TT r�t•. S_ T4:t. "y•• N .t - 1 •t, .t• -K• .. is �• _ -ti;.,:'w _ .ay✓.: L •ia _ w w • A• 'S i' w - -w ♦1" T •T• .S. Z. >t `. w . t w. .`s . T �• r. '<S �•T YZ. - �w'w' ti•..y-• +y: ' W `•t :t. ••a - t :i. Z. •\ t•,t - J J • i do Y . .=t ,'•�•: .`tea :.�-x : •T: � r _y^ xQ .y. .t .� Y Y` - r<.' .• tt - •i• kY• 2• • c.�. t' •L+ s:z ; s 'k� .t:•r 'F :i ' a: .•t t K' - •3; : ys i °hl `fV' Ai• ' J .J Q _ a a • r- V . I'_ W .{, W ' W s: co) 05 _ `w w: .a �w w 4I- •ti t 4- - 1• �/t /t .3� V1• •VJ /• - s i• t, .2 fi. W �,/t M « • •" W �A W.. . 0'• tk7 : i'. s . w- — .`sv> - a't sti •U U= >5: ' .Q Q . •t' '.t. •aJ• i ♦J•• _ .••��. i0. stt . . t•• - 4 .•i . .- - �.1 • '•t.. 'aT.. . 1a. v EE SHEET PL 2.0 -MAT LINE A S 1 CH ••Y :v• / 1 ••ti > - H ET P EES E L2. 2 -'M T HLINE A S 0 - 0 20 40 60 feet PLANTING PLAN - AREA W 7w%r%=rm7 SCALE: 1 "=20' NORTH F" �a ww U CO) y W O: m LL 0— E5 CL Jva Q a 0 0 2 lz 00 W Z W Z 0 1- W �o �c1r) � M > 0-) c0 H co) r L O u') ttf El •1 0 4) CL 4) E C CD c L V O U Ma O rn c cc co 0 co a>' i ''O^^ co C1D M NO. I REVISION �.Q\,ODSCAP,r4 ATE 5.SHi:RRp40Np C' s� >, � C2 O 3lpii�in 11/30/11 DRAWN BY AK CHECKED BY MS STATE OF CAi-\�4 DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON NE WITH ANY WORK OR PROJECT OTHER THAN THE SPECIF ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE USWE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SWU AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a California Corpo tion F" �a ww U CO) y W O: m LL 0— E5 CL Jva Q a 0 0 2 lz 00 W Z W Z 0 1- W �o �c1r) � M > 0-) c0 H co) r L O u') ttf El •1 0 4) CL 4) E C CD c L V O U Ma O rn c cc co 0 co a>' i ''O^^ co C1D M NO. I REVISION ATE PROJECT MANAGER LIEF MCKAY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD ALE 1307526-PP.&g JOB NUMBER 1307526 SHEET: 39 of 49 PLis28011 j (`]-.`)'/'ET f3REEZE LANE 0 20 40 60 feet PLANTING PLAN - AREA V SCALE: 1 "=20' NORTH `a. OSCAPF4�C REVISION DA .SNERRo W W OZ- mit CD— M 0) LL N 0 {x 11/30/11 a. DRAWN BY AK CHECKED BY MIS DATE February 26, 2010 ST4rEor Cay-�F°4 CAD FILE 1307526-PP.dwg THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES ARRANGEMENTS REPRESENTED THEREBY ARE AND S SAND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTRUTE CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SH LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S 1GHTS. RRM DESIGN GROUP COPYRIGH 010 RRM is a California Corpor ion 0 98 Q a `ts $- E O J — C � N c/3 cc O g m O co ca tl, L .t i A � Z' � 00 M & NO. REVISION DA W U Wa)< oQ0?Xa� W W OZ- > CD— M 0) LL O v a. DRAWN BY AK CHECKED BY MIS 0 98 Q a `ts $- E O J — C � N c/3 cc O g m O co ca tl, L .t i A � Z' � 00 M & NO. REVISION DA PROJECT MANAGER UEF McKAY DRAWN BY AK CHECKED BY MIS DATE February 26, 2010 CAD FILE 1307526-PP.dwg JOB NUMBER 1307526 SHEET: 40 of 49 PLm2mO2 A ;~ fla 6 z U W li w L� yi'r'^^ Z ta- Z 0 rn Cl, ti In 'Y 0- 0 0 00 O m 0 W Z W Z 0 Lu w 0 • 0M Ows IV RRIAD ROAD - • •s'. .'•y • ' rrr - .. t >�T • • i •• v ■ .c - . f i t- � ♦ 't ._f < • h •• •C: •a. •X . X• ..:F . • P +kms M t' Q N 1 / t•e .4_ •w w w w= , w w . ' -Y:.. w>III ,m .1 w w.w •i ,V U• • 4 Q 't tea: k �♦ ,••v. PLANTING PLAN -AREA 'C' )!,q °l , i, I t ■ is • ■ 'Q ■ ■ At -w. + -�L •' 4N 1. -O•:..:.s-�+ Y ■ V �tl `i.. •iYs t '4 ■ + + ■ ■ ■ • + ■ + t At ` ■ 1Q � ` y:v • • rte• , A .Y• ' ,lt. • •Y ■ ! ..;i j. ■ Q yt� + a fs: �K• • •Y '. ,2< •t \ •t•- 'a. .Y' t - T .vT a• _ :t t t: • K' .F• ,h: - hi• •'`.a.. -' .K'?; _!i:s t -t" �2i.. - :.a. ��� z :.T F:: ... .t' . -C' •t1 i�• . Z - �:.L :t t.:. -tr - i•t - •:t : f - _ r,T. • ♦l=,j L, • -T•' •t' _ - i •• •a - :Z• .O i - 3 i i c _ •J{,f t,• wt - t• _ •i: L•- i 1 w t+ -. ir:• - t' i, :•t - I 1 i :'i'• �v �s i i. •: i.. 4 yi:• i k i i ! 'T• ■ ■ :L- i \ • 't • •H . ■ f''y, ! ■ I- I , :y t a K 0 :•j�, s •Y - •-h S i t , w\ - - :•t , • -Y rt � •. 4 •• •K -R : v44• .t'• s :♦ vy•. '.7 .F ..t: •�` `i• I\•:•a.:l .i v.i': -r4,: ♦-4A •'i• :Sy •�:�` 't, 1•T' - = rt " :„ g is - '� ; • -i+ t,w m :E e• • t'' _ :•ti �i 4+ s {: • .t t 1-• .c. rt` -l. : i.. .Y w : ~ 3 • Lt » tK x- _1 MAT CHL INE C E SHEET - L 2. - . 03 ... ....... . M ! AT CHLI NE C SEESHEET P L-2. 04 0 20 40 60 feet SCALE: V=201 NORTH •u 0 ��Q\.oDSCAP£:-4 SNERRp�No y�F� STATE OF CAL��`� 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND REMAIN THE PROPERTY OF RRM DESIGN GROUP AND W PART TH BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC SHALL ON WITH ANY WORK OR PROJECT OTHER THAN THE 3PECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED ITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP_ VISUAL CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CLUSAIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' IGHTS. RRM DESIGN GROUP COPYRIGH 2010 RRM is a Califomia Coroor tion on •c -- O E Z9o U Qa U 'ars i.i O C O O N M O ti M CL NO. REVISION DA W — LL 0) W Y0X� a W � � j 0. ice_, ..:>.•J•Y�j .i •?•+ ,> • V. w w w w > >.-• _ v i - 01 04 --i -.a :-1 % may.: • Li• _ -0.::.'",;1. -'..��'+,%�:..; �O`• O O b • p: ,_.1-j : a a . o.. w w (1) 'U)= .W. w w y \ s: 00 �...>. DOOLl O I a- 0 0 20 40 60 feet PLANTING PLAN - AREA 'D' nfwm%mr" SCALE: V=20' NORTH • �....�. 13 J w LL� }} ca W UJ �0-� W3: ■ a- W ca he ��QLpNDSCAPE4Rc t M 0) Q LIL _ L CO)z v���v�s>SNERRpQNo J = N Y CO O �- {x 11 30 11 � PROJECT MANAGER LIEF MCKAY r>o►. CHECKED BY MS STgTE OF Cp.V\l DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, OES AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL EMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED UT THEWWIiENCONSENTOFRRMDESIGNGROUP, VISUALCONi TWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C SNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RRM DESIGN GROUP COPYRIGHT 010 RRM is a Califomia Corpora 'on 13 J w LL� }} ca W UJ �0-� W3: ■ a- W ca he (1)O > Q CO X t M 0) Q LIL _ L CO)z J = O r Y CO U �- Me �I■i IL 0 O 0 xN ce O TaT �i V W Z W Z 0 I W 2 O c co TO as r c� � U-) � ago M F— CL NO. REWSION D TE _ 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 0 PL=20'04 N i� a 0 z w ^O W / w Q` V`J z Fa - z C) Y of a D 0 0: O m 0 Lu z Lu z O F- m w it c) PLANTING PLAN - AREA 'E'rw%:M�m� :.� 0 PL -2. T � 4 MACH N D SEE S T LI HEE ` Iw rY- yw- E •.,.. SHEET PL 2.05 MAT HLINE D SEE C __!i„ •i t' ii ': is , i i , i ii ;r I i ` f i k , 'APART ... :. ._. ,_._ s;. , _•_ .,�Y f STATION No ,.14it Ix rINGS FOR{ :\ )N IN THIS IEA ti it !; 'Xr C S XR;. ria i 1 �,� Ott ;�". `�,� ,..:.lZ,\. i 3: :. :��, `1 � Y\` .. .,\, 1 +; Imo,ift•.�,�'\\�;\\ \,•\,,: ,.... - ,.,moi y% X, k ,< it V,�, �� �', tom. ° - :•i•:r tv: . ""'A. P SA N T D R / VE w�lr 0 20 40 60 feet SCALE: V=20' p f4�c d W Z�OVpNDSCA 9jc" o ct) co SNERRo,6m� 0H LO v- 16 - Cc m va 4 SWAk- 11 /30/11111 (� Ode ` +_ a. P CHECKED BY MS S F rA T A C E 8F � DATE February 26, 2010 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIG AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL MAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THER SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTA WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTTRJTE CON USIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S HTS. RRM DESIGN GROUP COPYRIGHT 010 RRM is a California Corpora on W LL ca W m d W c: o ct) co LL. on 0H LO v- 16 - Cc m va a O O It O m Lu Z W Z 0 W E U U ' Mb O J -'- cu O CO) v! C14 ctl 4' O co V- Ch VJ Q LO00 cv)l ti a. NO. REVISION D TE PROJECT MANAGER LIEF Md(AY DRAWN BY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 13075265-PP.dwg JOB NUMBER 1307526 SHEET: 43 of 49 PL=2m05l N ti ti a 6 z w 0 w 0- w 0 z H z O a� 0 ti Y 0- 0 0 0 O co 1 O w z w z O w cr0 pNDSCppE ��S.gHERRpQ�o N 0 41 srq rE OF Cpl-\15�// AS THE INCLUDED DRAWINGS, SPECIFICATIOfECTION ESIGNS AND ARRANGEMENTS REPRESENTED THEREBYND HALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND RT OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USECTKIN WITHANY WORK OR PROJECT OTHER THAN TE IC PROJECTFOR WHICH THEY HAVE BEEN PREPARED AEL O WITHOUTTHE WRITTEN CONSENT OF RRM DESIGN GROUU ACT WITHTHESE DRAWINGS OR SPECIFICATIONS SHALLCONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTNS BMITTAL OFTHESE DOCUMENTS FOR PUBLIC AGENVI SHALL NOTBE CONSIDERED A WAIVER OF RRM DESR P'S RIGHTS.RRM DESIGN GROUP COI T 2010RRM is a Califomia n ratinn 10— REVISION DA TE .j LL LU aw CL Qcoco 0 �o c L U N LL O >-o�DU-) m v o- I 0 O FLC 0 J A'� C W � O co I co �r m c O • r c 41 R U-� M t` V NO. REVISION DA TE PROJECT MANAGER LIEF McKAY DRAWNBY AK CHECKED BY MS DATE February 26, 2010 CAD FILE 1307526-PD.dwg JOB NUMBER 1307526 SHEET: 44 of 49 PL=3001 CV ti ti a 0 Z W O a Uj 0 Z Z O 0 Co I` d 0 O 2 crm 0 W Z W Z O I-- W ce MOMS. GROUND RINGS HOT SHOWN. G E N E R A L NOTES SERVICE EQUIPMENT SEE 2007 CEC 250(A)(5)(4). ENCLOSURE TILL - PLATE ELECTRODES NOT I. CODE COMPLIANCE ALL WORK SXAU CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET _ LENGT52 H NM 5 SHOWN, SEE 2007 CEC 250 FORTH BY THE AUTHORITIES HAYING JURISDICTION AND THEW LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICAMON) _____________ - SERVICE E(A)(6Z OF THE FOLLOWING PUSUCATION& I I ENCLOSURA CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2004 NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE, ( ( I LENGTH GCOPPER GROUND BONDING UNIFORM BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCK AMENDMENTS AS APPLICABLE, JUMPER. OCCURRING AT SERVICE I M I PEDESTAL MOUNTED METER/MAWENTRANCE EQUIPMENT. SIZED PER B. AMERICANS WITH DISABILITIES ACT (ADA). WITH (16) SPACE BRANCH CIRCUIT. /4 COP200] CF TAR 9Pn 66. COOPER -UNE i JCMP4421MC-1/LCI6SPL (SEE GROUND2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD TELECOFRONT EQUIPMENT IN PLACE WHILE EQUIPMENT i$ ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES 12OCA ( DETAIL i/E3.0) GROUNDCOPPER GROUNDING AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. I AIPNN I GAR CONDUCTOR. SOFD PER 200] THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES. WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR CF, T RIF 066 THE JOB SITE. p4 COPPER GROUNDING 3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICITY DESIGNATED EQUIPMENT I I - CONDUC ORP SHOWN ON RIMS. USE ENGRAVED LAMINATED PLSTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY #4 IP 300A 20CA ( PERPER 200_]��� ----- LABEL CONDUIT DESTINATIONS ON 80TH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES,G N I GRONLECTRODE$ R. g6 COPPER GROUNDING STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). L_ "___J_ ___ __ _____J PRESENT AT I CONCRETE -ENCASED I CONDUCTOR PFR 2nn] CFC A EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING W ANY DIRECTION. 'USE THE STRUCTURE/BUILDING I ELECTRODE 1/2' MIN. I � FOLLOWING CRITERIA FOR DETERMINING: _ 04 SHALL BE BONDED DIAMETER. PSR fo�> TOGETHER E FORM THE I I A FIXED EQUIPMENT ON GRADE 30R OF OPERATING WEIGHT. SYSTEM,(\%��/1 BRANCH CIRCUIT TO IiGHT/PEND AT .EC 2__.SNAI/i) COPPER GROUNDING B. FIXED EQUIPMENT ON STRUCTURE 45R OF OPERATING WEIGHT. ENCLOSURE. (SEE SITE PLAN} GROUNDING ELECTRODE I I CONDUCTOR. SlifD PER 2007 PG&E GROUNDING ELECTRODES ( I TART 9 C. EMERGENCY POWER EQUIPMENT ON ORAE 40.5 OF OPERATING WEIGHT. PLANS.SERVICE.SEE SETT. YC. (3)/,{ TIiWFI i (I)y6 CU IDENTIFIED IN 2007 CEC ( t 0. EMERGENCY POWER EQUIPMENT ON STRUCTURE BOX OF OPERATING WEIGHT. PVNS. GROUND. 250.52('.)(1) THROUGH "GROUND ROD' EER- A X EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4% THE ABOVE VALUES; FOR SIMULTANEOUS VERTICAL FORCE. USE I HORIZONTAL (Axe) ARE NOT PRESENT I 6FT ELECTRODE PFR 7n07 I CEC 25052(A)f5)(6) I FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD -20QAMP COMBINATION STARTER AT STRUCNR OR MOING INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE AUTHORITY DISCONNECT a( OTHERS. PROVIDE ONE OR MORE I I HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD, ELECTRICAL CONTRACTOR SHALL, AT NO FMRP COST TO THE OWNER, ACIDIFY OF THE ELECTRODES I I 'ROD AND PIPE ELECTRODES' AND JUSTIFY INSTALLATION AS REQUIRED TO GAIN APPROVAL INDICATED. 3/4' MINIMUM PER 2007 CEC30P BOOSTER PUMP AT I METAL BUIl01NG/STRUCTURE t 25052(A)(5)(0)(b) ENCHLOSDRE 1 FRAME" PFR 2O6] CFC I S. PULLROPES. ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND, LARGER IF 2 (4)/i/0 TWHN + (i)/6 CU J=J"52fA)f2) I REQUIRED BY SERVING UTILITY COMPANY. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED BETWEEN BUILDINGS, SIGNAL GROUND. r CABINET$ AND/OR SIGMA. CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE I ODA I BONDING OF 'OTHER c�I cO TOR CABLE. 3P I /6 COPPER GROUND PER METAL UNDERGROUND WATER METAL PIPING AND METAL f6 MAIN PER 009 7 F 250.53 PIPE" 3/4' MINIMUM PER 2007 I WATER PIPE' PER 2007 PANEL PANEL LOCATED IN RESTROOM I (� / CEC 250.52('.1(11 I CEC 250.1D4fA1(B) ELECTRICAL SITE PLAN e R BURDIN(SEE PANEL SCHEDULE I _J/ i i. ANT UCn COORDINATE ALL REQUIREMENTS WITH EACH SERVING UTILITY COMPANY PRIOR TO SUBMITTING BID AND/OR STARINGON SHEET T E-3.0) ( SUPPLEMENTAL CONN M C20'0Y REQT5D BONDING OF RAE BRIATL MICKELSON (661) 398-5933 ------- 'STRUCTURAL STEEL' 2E8 2. TRENCHING AND MCKFlLUNG FOR ALL CONDUIT SYSTENS SHALL BE THE,RESPONSISILDY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS 9007 CFG 2=1104f� SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED N 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 D I A G R A M3. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHAD. BE DETERMINED BY CALUNO UNDERGROUND SERVICE ALERT (USA), WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE VERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. 4. MAINTAIN RED RED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CML PIANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. 5. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION ORAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTIUTY COMPANY APPROVAL SHAD. BE DONE AT THE CONTRACTOR'S RISK. 6. SEE TRENCH DETAIL 4 ON SHEET E-3.0. LEGENDNOTE: INTERPRET IN CONTEXT ' `\ LIGHT FIXTURES CONDUIT/WIRE MISCELLANEOUS ---- ----- NEW S 'fl/� -¢- POLE LIGHT -- UNDERGROUND O THERMOSTAT NAUGHT - NEW(HOiPoSWER h NEOIJMTESULOWN) -�.- FUSIBLE SWITCH \ i / WPM 0 PHASE 1 GROUND ABBREVIATIONSSAFETY DISCONNECT A AMPERE ONO GROUND P POLE CB CIRCUIT BREAKER QRS GALVANIZEDRIGID STEEL (R) RELOCATE(D) CEC C0. ELECTRICAL CODE cicr CIRCUIT OWS GANGED WITH SWITCH IBR M BE REMOVED C CONDUIT LTG LIGHTING TIP TYPICAL ENLARGEDPLAN A T (E) EXISTING MC MECHANICAL CONTRACTOR UC UNDERCABINET EC ELECTRICAL CONTRACTOR NCB MAIN CIRCUIT BREAKER UG UNDERGROUND (D�SCALE: 'U A R E S H E L T E R _ SEE DETAIL 2/E -3D. (EXN)(E) IN (N) LOCATION MLO MAIN LUGS ONLY UONUNLESS OTHERWISE NOTED U (EXR)(E) TO BE (R) MSB MAIN SWITCHBOARD V VOLT / / MCM MAN COMMUNICATION TERMINAL BOARD i/8"=1 -'D" I E) ANG TO BE REMOVED VA VOLT AMPERES (N) NEW W WATT, WIRE i OC GENERAL CONTRACTOR WP WEATHERPROOF NEMA 3R NIC NOT IN CONTRACT ( ) GFl GRAND FAULT CIR INTERRUPTER NL NIGHT LIGHT /CRI ONO GROUND O q`++� R O O CPS GALVANIZED RIGID STEEL 4.4R'qg CIRCUITS). IO METER PEDESAL SEER CONTINUTION I ,+(FEEDERS) TO MUR PEDESTAL SEE SHEET0 FOR CONTI11'.NECT TO BOOSTER PUMPON IN STEEL ENCLOSURE COMBINATION STARTER BY OTHERS2 PRE-fA8 RESTROOM GFI I , CONNECT TO SPLASH PAD. VERIFY k EXACT LOCATIONPRIOR TO p o \ p O 78 ROUGH -IN. R-11 R-18 � PROVIDE A TELEPHONE i GFl 1 7 WKBOARD 4' SQUARE. 8 CONNECT TO IRRICATION 6 CONTROL (REFER t0 IIB PNAARNUACaTUFURNISHED BY R EC TO CONNECT. 0-60 MINUTES SPRING I LANDSCAPE DRAWING 1 WOUND TIMER IN E3 I i (SEE PANEL SCHEDULE), MOUNT WEATHERPROOF COVER SNB 2'C.O. AT LIGHTING CONTACTOR AND TIME LANDSCAPE AREA FOR CLOCK ABOVE PANEL80ARD. LV. WIRING BY OTHERS. 11'%17' PULL 80%. LABEL UU 'LIGHTING'. SEE DETAIL A/CD7.02 FOR EXACT LOCATION, -1-C.O. TO SPLASH PAD FOR LY. 2' TELEPHONE CONDOR (SEE I CONTRACTOR. (SEE SITE PLAN FOR MOUTH RICH AS PRACTICAL AT ---/TYPICAL OF (2). CONTROLS By SPLASHPAD MINIMUM T FDCT AFF / SITE PUN FOR CONTNWTION) FOR UCHT FO(NRE AT CMU CONTINUATION.) WALL (TYPICAL OF 2) I I I J• J• i SITE EDER TO METER PEDESTAL (SEE SITE FOR CONTINUATION) ENLARGED PLAN AT ENLARGED PLAN AT ENLARGED PLAN AT EQUIPMENTENC LOS URE�HEXAGON SHELTER RESTROOM SCALE: 1/8"=1-b" SCALE: 1 /S"=i -'D" V SCALE: i/8"=1'-0" K:\DMGS\07-6766\m-6166_9t0.dwq -chis - Jan 27. 2011 - 4:051en { t i wa �sW C M ,,) 13 j � N Q Q LLI Q O x D IED � 3 0} 0 (� F— O-�oY r o va Q g5 v CL O `� Y p y 34+ 0 Nm d R E` U i Q O Z Q Q O V x W UJ .J J W a (7 �1 Z V w (n a .i MR W W IJt.J W o z F- = J u r ZLLI �Z a 1Q - N NQ REVISION DATE Z Booster Pump FWslm 127.11 z O PF IIAN C.J. DRAWN Q BY H.W. J.D. ifa ATE JaTRtary27, 2011 0 CAD FILE _ OF81B6 EtO.Mg p m JOB NUMBER = 1307526 W saEr 45 t 49 ZO E-1.0 W D: ® Fg � 4oR Y- � � �WAr Y,�., Np. 70757 �FCIRIGP F b� a3g A'S O"CKA� She` DIPL4ES: 06/30/11 Y i TNOMA /07-8766 mem sw'w ua� .oawvw"�i.`.a6r RRM DESIGN GROUP COPYRIGHT 2011 RRM is a California Corporati on wa �sW C M ,,) 13 j � N Q Q LLI Q O x D IED � 3 0} 0 (� F— O-�oY r o va Q g5 v CL O `� Y p y 34+ 0 Nm d R E` U i Q O Z Q Q O V x W UJ .J J W a (7 �1 Z V w (n a .i MR W W IJt.J W o z F- = J u r ZLLI �Z a 1Q - N NQ REVISION DATE Z Booster Pump FWslm 127.11 z O PF IIAN C.J. DRAWN Q BY H.W. J.D. ifa ATE JaTRtary27, 2011 0 CAD FILE _ OF81B6 EtO.Mg p m JOB NUMBER = 1307526 W saEr 45 t 49 ZO E-1.0 W D: ® Fg � 4oR Y- � � �WAr Y,�., Np. 70757 �FCIRIGP F b� a3g A'S O"CKA� She` DIPL4ES: 06/30/11 Y i TNOMA /07-8766 mem sw'w ua� .oawvw"�i.`.a6r RRM DESIGN GROUP COPYRIGHT 2011 RRM is a California Corporati I I I M I PEDESTAL MOUNTED METER/MAIN (SEE DETAIL 1/E3.0) I i I I I 200A�' I 3 �F I #4 = I .� I I G N ( { #4 2 PG&E SECONDARY' SERVICE, SEE SITE - PLANS. 3"C. (4)#250 KCMIL + (1)#4 CU ,. GROUND. UUA #2 .) 3; Y�e PANEL ',r PANEL LOCATED IN RESTROOM 2 R \ BUILDING. (SEE PANEL SCHEDULE _ ON SHEET E-3.0) SINGLE LINE DIAGRAM U ENLARGED PLAN AT SQUARE SHELTER SCALE: 1/8"=l -'O" 0-60 MINUTES SPRING WOUND TIMER IN WEATHERPROOF COVER V7 11 &,- w .. NJ 3/4"C (BRANCH CIRCUITS). SEE SHEET E-2.0 FOR CONTINUTION T &---1 "C (FEEDERS). SEE SHEET i E-2:0 FOR CONTINUTION I I CONNECT TO BOOSTER PUMP STATION IN STEEL ENCLOSURE IS1I WP 3P 00 S4 t 13 I (WFpI � Ij +48"AFF I BF MOUNT HIGH AS PRACTICAL AT ----/j I MINIMUM 6'-0" AFF I FOR LIGHT FIXTURE AT CMU WALL. (TYPICAL OF 2) ENLARGED PLAN AT EQUIPMENT ENCLOSURE SCALE: 1/8"=l -'O" K:\DWGS\07-8166\07-8166_E10.dwg - Helen - Feb 24, 2010 - 1:55pm SERVICE EQUIPMENT ENCLOSURE FULL LENGTH NEUTRAL BUS SERVICE EQUIPMENT ENCLOSURE FULL LENGTH GROUND BUS #4 COPPER GROUND TO TELECOM ROOM GROUND BARS iGROUND/BOND NOTES, - GROUND RINGS NOT SHOWN. SEE 2007 CEC 250(A)(5)(4). - PLATE ELECTRODES NOT SHOWN. SEE 2007 CEC 250 (A)(6). COPPER GROUND BONDING JUMPER. OCCURRING AT SERVICE ENTRANCE EQUIPMENT. SIZED PER 2007 CEC TABLE 250.66. COPPER GROUNDING CONDUCTOR. SIZED PER2007 CEC TABLE 250.66 #4 COPPER GROUNDING CONDUCTOR PER 2007 CEC 250.66(B) #6 COPPER GROUNDING CONDUCTOR PER 2007 CEQ 250.66(A) COPPER GROUNDING CONDUCTOR. SIZED PER 2007 CEC TABLE 250.122 "ROD AND PIPE ELECTRODES" 3/4" MINIMUM PER 2007 CEC 250.52(6)(5)(a)(b) BONDING OF "OTHER METAL PIPING AND METAL WATER PIPE" PER 2007 CEC 250.104(A)(B) BONDING OF "STRUCTURAL STEEL" per, 2007 CEC 25Q.104(C) A -, SEE DETAIL 2/E-3.0 i i i� L j- -7 WPI • 8 _-i12 yy 4 � y� 2 s S2 F 7 ~ 1 11"X17" PULL BOX. LABEL LID "LIGHTING". ENLARGED PLAN AT (-Z�HEXAGONS HEL TER SCALE: 1/8"=l -'O" SEE DETAIL A/CD1.02 FOR EXACT LOCATION. TYPICAL OF (2). GENERAL NOTES 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING. PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2004 NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE, UNIFORM BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS AS APPLICABLE. B. AMERICANS WITH DISABILITIES ACT (ADA). 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT 'ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES 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 THE JOB SITE, 3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 4. EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. USE THE FOLLOWING CRITERIA FOR DETERMINING: A. FIXED EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT. B. FIXED EQUIPMENT ON STRUCTURE 45% OF OPERATING WEIGHT. C. EMERGENCY POWER EQUIPMENT ON GRADE 40% OF OPERATING WEIGHT. D. EMERGENCY POWER EQUIPMENT ON STRUCTURE 60% OF OPERATING WEIGHT. EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4X THE ABOVE VALUES; FOR SIMULTANEOUS VERTICAL FORCE, USE 1/3X HORIZONTAL FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD, ELECTRICAL CONTRACTOR SHALL, AT NO EXTRA COST TO THE OWNER, MODIFY AND JUSTIFY INSTALLATION AS REQUIRED TO GAIN APPROVAL. 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 CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE. ELECTRICAL SITE PLAN 1. CONTACT AND COORDINATE ALL REQUIREMENTS WITH EACH SERVING UTILITY COMPANY PRIOR TO SUBMITTING BID AND/OR STARING CONSTRUCTION. PG&E BRIAN MICKELSON (661) 398-5933 2. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS 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. 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 EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. 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. LEGENDNOTE: INTERPRET IN CONTEXT LIGHT FIXTURES CONDUIT/WIRE MISCELLANEOUS - NEW O MOTOR POLE LIGHT -- UNDERGROUND QT THERMOSTAT Q UPLIGHT 4- NEW POWER HOMERUN CIRCUIT BREAKER (3 HOTS & NEUT SHOWN) FUSIBLE SWITCH WRAP PHASE Z GROUND ABBREVIATIONSSAFETY DISCONNECT A AMPERE CB CIRCUIT BREAKER CEG CA. ELECTRICAL CODE CKT CIRCUIT C CONDUIT (E) EXISTING EC ELECTRICAL CONTRACTOR (EXN) (E) IN (N) LOCATION (EXR) (E) TO BE (R) (ER) EXISTING TO BE REMOVED (F) FUTURE. GC GENERAL CONTRACTOR GFI GROUND FAULT CKT INTERRUPTER GND GROUND GRS GALVANIZED RIGID STEEL GND - - PER 2007 CEC 250.50 ---0 I "' GROUNDING ELECTRODES "LIFER" PRESENT AT CONCRETE -ENCASED STRUCTURE/BUILDING ELECTRODE, 1/2- MIN. SHALL BE BONDED DIAMETER. PER 2007 < TOGETHER TO FORM THE i CEC 250.52(6)(3) i GROUNDING ELECTRODE TYPICAL SYSTEM. WHERE MECHANICAL CONTRACTOR GROUNDING ELECTRODES i UNDERCABINET IDENTIFIED IN 2007 CEC "GROUND ROD" 5/8"DIA. X 250.52(A)(1) THROUGH ! _ 8FT ELECTRODE PER 2007 (A)(6) ARE NOT PRESENT CEC 250.52(A)(5)(b) AT STRUCTURE/BUILDING UNLESS OTHERWISE NOTED PROVIDE ONE OR MORE MAIN SWITCHBOARD OF THE ELECTRODES VOLT INDICATED. "METAL BUILDING/STRUCTURE VA PER 2007 CEC (N) 250.52(6)(2) - - - - - _jFRAME" WATT, WIRE #6 COPPER GROUND PER "METAL UNDERGROUND WATER PER 2007 CEC 250.53 _ PIPE 3/4 MINIMUM PER 2007 NL CEC 250.52(6)(1) SUPPLEMENTAL ELECTRODE REQUIRED EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMIT PER 2007 CEC 250.53 THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW $HAL Ct(D)1 2 - - - - - - - - - - - - - - - - - - - - - - iGROUND/BOND NOTES, - GROUND RINGS NOT SHOWN. SEE 2007 CEC 250(A)(5)(4). - PLATE ELECTRODES NOT SHOWN. SEE 2007 CEC 250 (A)(6). COPPER GROUND BONDING JUMPER. OCCURRING AT SERVICE ENTRANCE EQUIPMENT. SIZED PER 2007 CEC TABLE 250.66. COPPER GROUNDING CONDUCTOR. SIZED PER2007 CEC TABLE 250.66 #4 COPPER GROUNDING CONDUCTOR PER 2007 CEC 250.66(B) #6 COPPER GROUNDING CONDUCTOR PER 2007 CEQ 250.66(A) COPPER GROUNDING CONDUCTOR. SIZED PER 2007 CEC TABLE 250.122 "ROD AND PIPE ELECTRODES" 3/4" MINIMUM PER 2007 CEC 250.52(6)(5)(a)(b) BONDING OF "OTHER METAL PIPING AND METAL WATER PIPE" PER 2007 CEC 250.104(A)(B) BONDING OF "STRUCTURAL STEEL" per, 2007 CEC 25Q.104(C) A -, SEE DETAIL 2/E-3.0 i i i� L j- -7 WPI • 8 _-i12 yy 4 � y� 2 s S2 F 7 ~ 1 11"X17" PULL BOX. LABEL LID "LIGHTING". ENLARGED PLAN AT (-Z�HEXAGONS HEL TER SCALE: 1/8"=l -'O" SEE DETAIL A/CD1.02 FOR EXACT LOCATION. TYPICAL OF (2). GENERAL NOTES 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING. PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2004 NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE, UNIFORM BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS AS APPLICABLE. B. AMERICANS WITH DISABILITIES ACT (ADA). 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT 'ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES 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 THE JOB SITE, 3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 4. EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. USE THE FOLLOWING CRITERIA FOR DETERMINING: A. FIXED EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT. B. FIXED EQUIPMENT ON STRUCTURE 45% OF OPERATING WEIGHT. C. EMERGENCY POWER EQUIPMENT ON GRADE 40% OF OPERATING WEIGHT. D. EMERGENCY POWER EQUIPMENT ON STRUCTURE 60% OF OPERATING WEIGHT. EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4X THE ABOVE VALUES; FOR SIMULTANEOUS VERTICAL FORCE, USE 1/3X HORIZONTAL FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD, ELECTRICAL CONTRACTOR SHALL, AT NO EXTRA COST TO THE OWNER, MODIFY AND JUSTIFY INSTALLATION AS REQUIRED TO GAIN APPROVAL. 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 CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE. ELECTRICAL SITE PLAN 1. CONTACT AND COORDINATE ALL REQUIREMENTS WITH EACH SERVING UTILITY COMPANY PRIOR TO SUBMITTING BID AND/OR STARING CONSTRUCTION. PG&E BRIAN MICKELSON (661) 398-5933 2. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS 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. 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 EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. 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. LEGENDNOTE: INTERPRET IN CONTEXT LIGHT FIXTURES CONDUIT/WIRE MISCELLANEOUS - NEW O MOTOR POLE LIGHT -- UNDERGROUND QT THERMOSTAT Q UPLIGHT 4- NEW POWER HOMERUN CIRCUIT BREAKER (3 HOTS & NEUT SHOWN) FUSIBLE SWITCH WRAP PHASE Z GROUND ABBREVIATIONSSAFETY DISCONNECT A AMPERE CB CIRCUIT BREAKER CEG CA. ELECTRICAL CODE CKT CIRCUIT C CONDUIT (E) EXISTING EC ELECTRICAL CONTRACTOR (EXN) (E) IN (N) LOCATION (EXR) (E) TO BE (R) (ER) EXISTING TO BE REMOVED (F) FUTURE. GC GENERAL CONTRACTOR GFI GROUND FAULT CKT INTERRUPTER GND GROUND GRS GALVANIZED RIGID STEEL GND GROUND P POLE GRS GALVANIZED RIGID STEEL (R) . RELOCATE(D) GWS GANGED WITH SWITCH TBR TO BE REMOVED LTG LIGHTING TYP TYPICAL MC MECHANICAL CONTRACTOR UC UNDERCABINET MCB MAIN CIRCUIT BREAKER UG UNDERGROUND MLO MAIN LUGS ONLY LION UNLESS OTHERWISE NOTED MSB MAIN SWITCHBOARD V VOLT MCTB MAIN COMMUNICATION TERMINAL BOARD VA VOLT AMPERES (N) NEW W WATT, WIRE NIC NOT IN CONTRACT WP WEATHERPROOF (NEMA 3R) NL NIGHT LIGHT JSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMIT ` P z PRE -FAB RESTROOM fis x CONNECT TO SPLASH PAD. VERIFY S Yi ~ EXACT LOCATION PRIOR TO .e 18 r ROUGH -IN. R-11 R-18 PROVIDE A TELEPHONE 'J11 8 BACKBOARD 4' SQUARE. CONNECT TO IRRIGATION,.. i M ;� E 757 o CONTROL (REFER TO a� o ) PANEL R FURNISHED 8Y BLDG LANDSCAPE DRAWINGS')_ 11 MANUFACTURER, EC TO CONNECT. ._ .v (SEE PANEL SCHEDULE). MOUNT STUB 2 C.O. AT I LIGHTING CONTACTOR AND TIME LANDSCAPE AREA FOR CLOCK ABOVE PANELBOARD. L.V. WIRING BY OTHERS. ( I o a m o EXPIRES: 06/30/09 m 1 "C.O. TO SPLASH PAD FOR L.V. 2" TELEPHONE CONDUIT (SEE ( CONTROLS BY SPLASHPAD SITE PLAN FOR CONTINUATION) CONTRACTOR. (SEE SITE PLAN FOR O CONTINUATION.) AND MAIN 3"C. FEEDER (SEE SITE PLAN FOR HALL CONTINUATION) ENLARGED PLAN AT ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PR RESTROOM w j SCALE: 1/8"=1'-0" 7 ' .aC) .I 0 r] Wa LL U WY Q0� W (DO c > CO U Z a V "- E QPM A. , 0 ai U 4E, 0 . ,', 8 ` \ I O L -hC m WUi M ;� E 757 8 �i-1 d$N C `a � TR1CP�. �p x3c L o v OF Cj�t` CAD FILE 07-8466-E10.dwg ~ o a m o EXPIRES: 06/30/09 m W a THOMA #07-81 6 w W W O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIG ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL AND MAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF HALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTIO WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PR ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WI OUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CoNTAC WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONC JSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMIT OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW $HAL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RI HTS. RRM DESIGN GROUP COPYRIGHT07 RRM is a California Corporat n Wa LL U WY Q0� W (DO c > CO M O LL V G. o 0 0 0 0 O �- L -hC m va W 8 oc REVISION 0 G. o 0 0 0 W W 8 V ) ! m '`✓'t W DATE February 26, 2010 CAD FILE 07-8466-E10.dwg Q) m Z "• m g w W W O H O 1- 0(.) Cn U) ir C Er 0 LOo in p ._ in LL !f C4 r0 .-. •� cn o ul) oro WA' M Ll L V oc REVISION G. o 0 0 0 z z Q W V ) ! m '`✓'t W DATE February 26, 2010 CAD FILE 07-8466-E10.dwg JOB NUMBER 1307526 Z "• w W W F_ O 1- 0(.) U) ff�� Z VJ 0 NO. REVISION PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8466-E10.dwg JOB NUMBER 1307526 SHEET: 45 of 49 E-1.0 AN I` d z Z O uD CL 0 0 Of m W z O I_ LU V ®_�� �•` �/\y 3/� 6 I i StJb _ t/3b l f S 3 (. I47- 1 3,- - 8 \ - 3 MOM 1.0 11 \\ 1 3 - 1 I 5 6 4 1 /17o t7b A sl 1� C.tAe+'tGAIY CHElcK WAY i / st 3 \\ 1 I iI I I 2 2 2 2 \\\ I t �. s, I Is 6 \\\ 7 8 4 70 7 2 3 1 Sl Sl [ 3 OFEEDER SCHEDULE ❑REFERENCE NOTES 1. 2"C-(3)#10 THWN & (1)#10 CU GROUND HEXAGON SHADE STRUCTURE 1. EXISTING PADMOUNT TRANSFORMER FROM FIRE STATION PROJECT. LIGHTS & PLUGS WITH (4)#8 THWN + (4)#10 THWN & (1)#10 CU p 1 GROUND. 2. NEW METER PEDESTAL. (SEE SINGLE LINE DIAGRAM) 2. 2"C-(2)()10 THWN & (1)#10 CU GROUND SQUARE SHADE STRUCTURE 3. INTERCEPT AND EXTEND (1)5" CONDUIT FROM TRANSFORMER FOR WITH (4)#8 THWN & (7)#10 CU GROUND. SECONDARY SERVICE TO METER PEDESTAL PER PG&E REQUIREMENTS. 3. YC. (4#8 THWN & (1)#10 CU GROUND. 4. NEW FEEDER TO PANEL "R". 4. 2"C-(5)#10 THWN WITH (2)#10 CU GROUND. 5. 17"u3O" PULLBOX FLUSH IN GRADE. LABEL LID "ELECTRICAL". S. 1"C.-(3)#10 THWN & (1)#10 CU GROUND. 6. RESTROOM PANEL "R". (� 6. 3/4"C.-(2)#10 THWN & (1)#10 CU GROUND. TYPICAL BETWEEN ALL 7. INTERCEPT AND EXTEND EXISTING 2" CONDUIT FROM EXISTING PULLBOX I i FIXTURES AND PULLBOXES. AND RUN NEW 12 PAIR (UNDERGROUND RATED) TELEPHONE CABLE I i FROM EXISTING "MCTB" AT FIRE STATION TO TELEPHONE BACKBOARD AT I 7. 2"C.-(3)#1/0 THWN & (1)#6 CU GROUND. (BOOSTER PUMP) + NEW RESTROOM BUILDING. ADD (1) 2" C.O. AND LABEL "SPARE'. 3/4"C. (2)#10 THWN + (1)#10 CU GROUND (LIGHTS/PLUG). 1 S. EXISTING LOCATION MAIN COMMUNICATION BACKBOARD, "MCTB" IN FIRE t 8. 2"C (4)1/0 THWN & (7)#6 CU GROUND (PANEL R) STATION. I 9. YC. (2)#10 & (7)#10 THWN & (1) CU GROUND. 9. EXISTING COMMUNICATION PUlJ.80X AT FIRE STATION. ; 10. 2"C. (2)#8 THWN & (1)#10 CU. GROUND. 10. FEEDER TO BOOSTER PUMP & BRANCH CIRCUIT AT ENCLOSURE. 0 11. 2"C. (4)#8 THWN + (4)#10 THWN & (1)110 CU GROUND. 11. EXISTING STREET LIGHTS TO REMAIN. ' ^ 00 72. 1"C. (4)#10 THWN & (1)#10 CU GROUND. 12. NIGHT AN AT MONUMENT SIGN WITH OWNER PRIOR TO ROUGH -IN. ----- 13. 2-C.O. (SPARE) 13. 11"x17" PULL BOX FLUSH IN GRADE LABEL LID "LIGHTING". 14. 1"C.O. COORDINATE WITH SPLASHPAD CONTRACTOR PRIOR TO E L E C T R I CAL SITE PLAN A4r>'tA1rr 1�4SA;7 cep - - ROUGH -IN. SCALE:1"=40'-0' - -- NORTH -- -- I K:\DWGS\07-8166\07-8166_E20.dwg - chris - Jon 27. 2011 - 4:06pm '7.1 o v;L on 0 Ww�co (� ILLC CO CO CAS j W Q' y Q Q m3�m LLU1- }0} :3 Ua 0 S D) as Q c O 1Cc � buo�o m > and .� c m a1 � Y �W � L a g 0 a 0 W w 0 m x c� Q w U Z a Lu z Z F 0 y U W J o. m W 0 O F N0. REMSION DATE Z Booster PUMP Revision 127.11 z 0 fn MCI, GER o C.J. DRAM! BY il'Q® Y H.W. J.D. f DA'L January27, 2011 0 07A,86�21Lav6 qm JOB ta1NBER 1307526 z SHM.' 46 w 4e 0 E-2.0 fx� y`"MAr Y��0$�^q� 3 �i 1Y N0. 10757 iw 6"� � P � _3 '?q�,,fC1RTOt� $ 4 CA+ og $J�` E1ffmTs os/ao/n y n'' 7HOIU p7-6166 ew. �onvw.e.wnvna..ww.w.a,.� RRM DESIGN GROUP COPYRIGHT2011 RRM Is a CaliTomla Corporatl r l l a I �..—Ej - 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.—(44)#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. 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J w 6. RESTROOM PANEL "R". = 0 7. INTERCEPT AND EXTEND EXISTING 2" CONDUIT FROM EXISTING PULLBOX W z z 4o ° AND RUN NEW 12 PAIR (UNDERGROUND RATED) TELEPHONE CABLE W w EXPIRES: 06/30/0 FROM EXISTING "MCTB" AT FIRE STATION TO TELEPHONE BACKBOARD AT W a THOMA #07-816 NEW RESTROOM .BUILDING. ADD (1) 2" C.O. AND LABEL "SPARE". 8. EXISTING LOCATION MAIN COMMUNICATION BACKBOARD, "MCTB" IN FIRE THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS ND STATION. IN L 9. EXISTING COMMUNICATION PULLBOX AT FIRE STATION. ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ 10. FEEDER TO BOOSTER PUMP & BRANCH CIRCUIT AT ENCLOSURE. UT 11. EXISTING STREET LIGHTS TO REMAIN. THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE OONCLU 12. NIGHT AIM AT MONUMENT SIGN WITH OWNER PRIOR TO ROUGH—IN. OF 13. 11"x17" PULL BOX FLUSH IN GRADE. LABEL LID "LIGHTING". s ELECTRICAL SITE PLAN 7 RRM is a California Corporati n SCALE: i "=40'—O" 4ORTH �'• i ji ,. �,! i .J .f •/' f' .. _rjPr S ;- 'r: t' %'tel' ' ✓` / ,j r,.,'J. ., � J.r r• f• {, if, !;,''v', .r' ,/' ! % ,' r . � !r!a J,.. �f, xn '�f✓r f ��!' ` frJ 'rf ! -rt T �� Yr ,} •�, ,�'/ f,� !✓r, �,,',.•r' _, Nip .•;,: t f (fir •, •Af' <J 'r+l �' f. f!' �✓' �'�_ �` `,✓`,X7 }�v�l�+l��/�7A1T<�F �' �'�Ei'^;; "•`}v.r��� „SIN"; �,, I Ft 211 . "'% - '•'�'''•/r..`' l+/y f�.j'f `" r I r�"✓i'�-1 f�: -� ,; - ,r ,r^� r,r , �;; f <, � j' `"r ri,• ./ `- j•, lfff.' y' r,` : �''T ;f,� /r, r r' !• � ,i ,, j,.%- r. r . >," .. i y'' ;r'`�'-rj' � f" .r �'` f"�: ... ... ± � � ft !,, ,. Irl' .r ,tom .'' /. -• f f _ � "j tr ,.• r%r�,/ ;<' .' ✓ ,z! / ,:s�.'' ' '.r" ,r' f ,„!` l`r ^" ,/ .✓" fir''' .f�% !' '/rr% J%"'! f ,,r•- ,r` ✓< 1 ; r r i; '' f'"j < r; r,% ,t t 1 r � p. � r✓ r,. ! ,% ,f r i r /} rr rC ' / ✓, r,•'rf r ,�'• ' � ,r'r�rr✓,• „r F -• r#'' ,+' ,' . I 1 °�•.% r ..z° !,• ``rr 'f •/ • r ,!.� ,�r J `✓' 'r' �i �'<�'�• �jff '�; `Ff!''' 'r: .! !y ~� ,' •J/ • / r`' (,tit%'' i` ' ,' ! 0 11 Lw ' a &aArr so b m I j W m? y = > E3a3 Z .! IL oo E L) 1� �\�� Wi5 &IV�M m A 601 E 41w �,, 0 10757 JOB NUMBER 1307526 J w 1 aoa n0� FCTR \' = 0 u FOF cA1-�c Flo W z z 4o ° W w EXPIRES: 06/30/0 W a THOMA #07-816 cwto �o THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS ND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S IN L BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION TH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ T FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT TH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE OONCLU VE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, SUBMITTA OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL T BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG S. RRM DESIGN GROUP COPYRIGHT 20 7 RRM is a California Corporati n I j W m? o. W O = > E3a3 M U. 0mo� F-�U)CO IL L L) a. 0.. NO. z DATE 0 IL c O 0.. O W E DATE February 26, 2010 CAD FILE 07-8166 E20.dwg JOB NUMBER 1307526 • m W = 0 J Q Flo W z U W I �/ z 0 H cwto �o W 1 E 0 o o N o 00 > i•..I. c �— =M �� c �Lo �o 00L V NO. z DATE IL O 0.. O W CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166 E20.dwg JOB NUMBER 1307526 • m W = 0 J Q W z U W I �/ z 0 F_ U W 1 W 0 NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166 E20.dwg JOB NUMBER 1307526 SHEET: 46of 49 E -2.o N U O CLZ f— w 0 IL W f� Z Z ti L0 Y D O o ' tit C7 W Z w /Oh� VJ w w 0 KADWG OREFERENCE NOTES 17-816607-8166_E30A10 - Chris -Jan 27, Wit - 4:06 - � j "//-- ----POLE AND FIXTURE to PER UGMING FI POLE AND FIXTURE FIXTURE SCHEDULE PER UN D ANCHORR BOLTS O L-TPE 5/8•x18•z3' HOT DIPPED FIXTURE SCHEDULE \ AN GAVPNIZEO L -TYPE (4 PER POST) �Oa BASE COVER WnH ANCHOR BOLTS DRY PACK / BASEPLATE BELOW (4 PER POST) PROVIDE BASE WTRt BASE COVEN WIM 1' Cf4MIFER AT 46� CK DRY PABE10W aRf PLATE ACK i-1 2 (343 RE8AR TIES WITHIN ai1_1/2• -jl TOP5' OF CONCRETE. 1-1 2 - (3)(<3 REBAR TIES WITHIN I!-' _ ..->f-1€C' SEE NOTE 3. -T)Ti-1/2' TOP 5. OF CONCRETE, 6 �_ �_-F_ t, 1_1/2• SEE NOTE 3. 24' y11;='T1 CONCRETE BASE •'.' CONCRETE fl45E GALVANIZED ANCHOR BOLT GA EABY C N' SIZE AND OEMBEDLT BY EC; SIZE AND EMBED ' d PER MANUFACNRER. I PER MANUFACTURER. FlNISH GRADE TYPICAL OF 4 TPICA OF 4 -1 3' MINIMUM BETWEEN STEEL AND BELOW x.j'-.__• GRADE OUTSIDE OF �t 3' MINIMUM BETWEEN CONCRETE "STEEL AND BELOW ti GRADE OUTSIDE OF 48' CONCRETE /4 VERTICAL REBAR, TYPICAL OF 4 /4 VERTICAL REBAR, 3' MIN TIPKA. OF 4 /3 REM TES AT 12' 3' MIN ON CEMER VERIIC4LL7, /3 REBAR TES AT 12' TPICAL, SEE NOTE 3. ON CENTER VERTIGll1,Y, 24•--�° TYPICAL, SEE NOTE 3. STANDARD 180' J -HOOK I AT BOTTOM OF VERTICAL 24'4` STANDARD 180' J -HOOK REBAR, TYPICAL OF 4 AT BOTTOM OF VERTCAL REBAR, TYPICAL OF 4 NOTES: 1. GALVANIZED ANCHOR BOLTS 8 TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND NOTES. CONCRETE aSSE FURNISHED AND INSTALLED WITH REBAR BY GG. I. GALVANIZED ANCHOR BOLTS @ IETAPLATE FURNISHED Bf EC; BOLTS INSTALLED AND 2. CONDUIT SHALL BE 3/4' MINIMUM SIZE AND MINIMUM 24' BELOW FINISH GRADE CONCRETE 815E FURNISHED AND INSTALLED WITH REBAR BY GC. 3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX -BAR DIAMETER, 2. CONDUIT SH -LL BE 3/4' MINIMUM SIZE AND MINIMUM 24' BELOW FINISH GRADE. BUT NOT LESS THAN 3 INCH. EXTENSION THA ENGAGES THE LONGITUDINAL 3. TIES SHALL HAVE AT TACH END A 135 DEGREE HOOK BEND WITH A 51% -BAR DIAMETER• RBNFORCEMENT AND PROJECTS INTO THE IN OF THE SnRRUP OR HOOP. RUT NOT LESS THAN 3 INCH. EXTENSION THAT ENGAGE$ THE LONGITUDINAL RDNFORCEMENT PND PRO,IECfi IMO THE INTERIOR OF THE STIRRUP OR HOOP, FIXTURE TYPE S1 FIXTURE TYPE S5 AMOUNTING DETAlL 2 MOUNTING DETAIL •i• FINISHED GRADE O O 2 lu 1. STUB FOR FUTURE USE. � N0. 70757 Gab J''.YfCTR1CP $3�$S O'CN.1F� � EmIRFS 06/30/11 6 iHONA {07-8766 _ - -_ AC PAVING. z V I 0 O J0 X WW —® 2. 5" PG&E SECONDARY SERVICE CONDUIT. (REFER TO y v WHERE OCCURRING HYDREL CAST BRONZE J -BOX 1414-128 "S3' FIXTURE • _ I a SITE PLAN) o d =1111 (25 CUBIC INCH) a E - 3. REINFORCED CONCRETE PAD. L II _ • o -' C. WMRNG TApE NATIVE SOIL BACKFILL o-nT'E CONCRETE (NON -REINFORCED ) f`--1 I I 4. 200 AMP 30, 3 WIRE, NEMA 3R. (SEE SINGLE LINE DIAGRAM). o • _ 8• MR! I I 5 . T c� = S. INTEGRAL BRANCH CIRCUITS. (SEE PANEL SCHEDULE). 1E6� ROCK FREE RLL O SECONDARY 72 18'MIN. MIN. •<•', •, GRS 6. LIGHTING CONTROL TIMECLOCK. (SEE DIAGRAM 7 5/E-3.0). O. OT TELEPHONE GRS COUPLING 3 7. BODING MATERIAL OC CABLE N < LIGHTING CONTACTORS. (SEE DIAGRAM 5/E-3.0). a DISTRIBUTION OG GIS, WHERE OCCURRING PVC 10' CARS 90' I' FlNISH GRADE :MIN 9MIN I MIN. --_ GRS/PVC WATERTIGHT COUPLING TYPICAL TRENCH DETAIL FIXTURE TYPE S3 TYPICAL FRONT ELEVATION DETAICALE.NTSSOF �SA�NTING METER PEDESTAL SCALE. NTS 17-816607-8166_E30A10 - Chris -Jan 27, Wit - 4:06 - � j "//-- ----POLE AND FIXTURE to PER UGMING FI POLE AND FIXTURE FIXTURE SCHEDULE PER UN D ANCHORR BOLTS O L-TPE 5/8•x18•z3' HOT DIPPED FIXTURE SCHEDULE \ AN GAVPNIZEO L -TYPE (4 PER POST) �Oa BASE COVER WnH ANCHOR BOLTS DRY PACK / BASEPLATE BELOW (4 PER POST) PROVIDE BASE WTRt BASE COVEN WIM 1' Cf4MIFER AT 46� CK DRY PABE10W aRf PLATE ACK i-1 2 (343 RE8AR TIES WITHIN ai1_1/2• -jl TOP5' OF CONCRETE. 1-1 2 - (3)(<3 REBAR TIES WITHIN I!-' _ ..->f-1€C' SEE NOTE 3. -T)Ti-1/2' TOP 5. OF CONCRETE, 6 �_ �_-F_ t, 1_1/2• SEE NOTE 3. 24' y11;='T1 CONCRETE BASE •'.' CONCRETE fl45E GALVANIZED ANCHOR BOLT GA EABY C N' SIZE AND OEMBEDLT BY EC; SIZE AND EMBED ' d PER MANUFACNRER. I PER MANUFACTURER. FlNISH GRADE TYPICAL OF 4 TPICA OF 4 -1 3' MINIMUM BETWEEN STEEL AND BELOW x.j'-.__• GRADE OUTSIDE OF �t 3' MINIMUM BETWEEN CONCRETE "STEEL AND BELOW ti GRADE OUTSIDE OF 48' CONCRETE /4 VERTICAL REBAR, TYPICAL OF 4 /4 VERTICAL REBAR, 3' MIN TIPKA. OF 4 /3 REM TES AT 12' 3' MIN ON CEMER VERIIC4LL7, /3 REBAR TES AT 12' TPICAL, SEE NOTE 3. ON CENTER VERTIGll1,Y, 24•--�° TYPICAL, SEE NOTE 3. STANDARD 180' J -HOOK I AT BOTTOM OF VERTICAL 24'4` STANDARD 180' J -HOOK REBAR, TYPICAL OF 4 AT BOTTOM OF VERTCAL REBAR, TYPICAL OF 4 NOTES: 1. GALVANIZED ANCHOR BOLTS 8 TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND NOTES. CONCRETE aSSE FURNISHED AND INSTALLED WITH REBAR BY GG. I. GALVANIZED ANCHOR BOLTS @ IETAPLATE FURNISHED Bf EC; BOLTS INSTALLED AND 2. CONDUIT SHALL BE 3/4' MINIMUM SIZE AND MINIMUM 24' BELOW FINISH GRADE CONCRETE 815E FURNISHED AND INSTALLED WITH REBAR BY GC. 3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK BEND WITH A SIX -BAR DIAMETER, 2. CONDUIT SH -LL BE 3/4' MINIMUM SIZE AND MINIMUM 24' BELOW FINISH GRADE. BUT NOT LESS THAN 3 INCH. EXTENSION THA ENGAGES THE LONGITUDINAL 3. TIES SHALL HAVE AT TACH END A 135 DEGREE HOOK BEND WITH A 51% -BAR DIAMETER• RBNFORCEMENT AND PROJECTS INTO THE IN OF THE SnRRUP OR HOOP. RUT NOT LESS THAN 3 INCH. EXTENSION THAT ENGAGE$ THE LONGITUDINAL RDNFORCEMENT PND PRO,IECfi IMO THE INTERIOR OF THE STIRRUP OR HOOP, FIXTURE TYPE S1 FIXTURE TYPE S5 AMOUNTING DETAlL 2 MOUNTING DETAIL •i• w a (D 111 co Vi j O) N Q Q Y� cU QO'Sc3 m�2� LL V H O�•-(D v a C O O O 2 lu matYci yy, Vi y � N0. 70757 Gab J''.YfCTR1CP $3�$S O'CN.1F� � EmIRFS 06/30/11 6 iHONA {07-8766 RRM DESIGN GROUP COPYRIGHT 2011 RRM Is a Caldwrila Corpomtlon w a (D 111 co Vi j O) N Q Q Y� cU QO'Sc3 m�2� LL V H O�•-(D v a C O Y a O O 2 lu m V=im "is Q z V I 0 O J0 X WW $a y v jc- c N • _ I a ta n t. all a E u u L a Y a O O 2 Q W U) m V=im Q z V I 0 W Z 0 J0 X WW W N0, REVISICN DATE Boaster Pump Revisbn 127.11 MANA— C.J. DRAWN L11E(' y H.W. J.D. DA January 27, 2011 078166 E30.d g JOB N7INBER 1307626 SHEET. 47 4f 0 E-3.0 a,6 K:\DWGS\07-8166\07-8166—E30.dwg — Helen — Feb 23, 2010 — 2:51 pm THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN f'= 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 7 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. 3UBMITfAI 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(1)a . co W in w O , > It (3 0 g V L F- O E W q C PROJECT MANAGER 10J. DRAWN BY H.W. CHECKED BY J.D. v " 0 0 SE 1 757 W 0-8.0n ,.W s Pte' P TR G \� ._.t U CAUF�` �= m m °' XPIRES: 06/30/09 6 THOMA #07-8166 O ]REFERENCE NOTES N N c — rto 1. STUB FOR FUTURE USE. C � c EItt FINISHED GRADE 2. 5" PG&E SECONDARY SERVICE CONDUIT. (REFER TO c LO O cn o SITE PLAN) 1171i o . < �, > ;-- AC PAVING, WHERE OCCURRING HYDREL CAST BRONZE TYPE "S3" FIXTURE J -BOX 1414-12B \ s ; r _ 3. REINFORCED CONCRETE PAD. z ` 11 1! I ' - (25 CUBIC INCH) 4. 200 AMP METER PEDESTAL 120/208V, 30, 3 WIRE, 01111C r. _ �' TAPE C ° CONCRETE (NON -REINFORCED) _ _ NEMA 3R. B -LINE #CMP4421 MC -1 •� 0 U-1 Cfl tlWARNING !NATIVE SOIL BACKFILL I ITT 5 5. INTEGRAL BRANCH CIRCUITS. (5EE PANEL SCHEDULE}. . I— M A.. N T C p 6" MIN 12"- - MIN. — — —I 6 6. LIGHTING CONTROL TIMECLOCK. (SEE DIAGRAM 7 5/E-3.0). 18" K GRS N LEGEND MIN. _ GRS COUPLING 7. LIGHTING CONTACTORS. {SEE DIAGRAM 5/E-3.0) ROCK FREE FILL OS SECONDARY . S OT TELEPHONE ( a ) a FINISH GRADE N BEDDING MATERIAL O CABLE TV(T� O DISTRIBUTION GRS 90' „ _ —, — — _ 71 _ — (1-11 ( I I (_j I I 2 1 MIN C GAS, WHERE 1 PVC MIN. _ ._�----�� ------ [ OCCURRING 18" MIN GRS/PVC WATERTIGHT COUPLING FIXTURE TYPE S3 TYPICAL FRONT ELEVATION TYPICAL TRENCH DETAIL MOUNTING DETAIL OFMETER PEDESTAL. 3 1 SCALE: NTS SCALE: NTS SCALE: NTS 1-1/2" 1-1/2" a d d a 4 d d a 4 d tl d a 6 4 8 444 a a d 4 d 4 a a 8 4, a 4 ad POLE AND FIXTURE PER LIGHTING FIXTURE SCHEDULE POLE AND FIXTURE PER LIGHTING FIXTURE SCHEDULE GALVANIZED L—TYPE 7MBASE ANCHOR BOLTS A GALBVAN ZED" LHOYPEIPPED COVER WITH (4 PER POST) DRY PACK BELOW BASEPLATE ANCHOR BOLTS BASE COVER WITH (4 PER POST) PROVIDE BASE WITH DRY PACK BELOW 1" CHAMFER AT 45' BASEPLATE (3)#3 REBAR TIES WITHIN TOP 5" OF CONCRETE, (3)#3 REBAR TIES WITHIN 1-1 2 TOP 5" OF CONCRETE, SEE NOTE 3. 1-1 /2" a SEE NOTE 3. 24" CONCRETE BASE CONCRETE BASE GALVANIZED ANCHOR BOLT GALVANIZED ANCHOR BOLT BY EC; SIZE AND EMBED uz PER MANUFACTURER. BY EC; SIZE AND EMBED PER MANUFACTURER. FINISH GRADE TYPICAL OF 4 TYPICAL OF 4 3'-6" 3" MINIMUM BETWEEN s 3" MINIMUM BETWEEN STEEL AND BELOW STEEL AND BELOW GRADE OUTSIDE OF CONCRETE GRADE OUTSIDE OF f_ CONCRETE v 48"All @' #4 VERTICAL REBAR, 4 • ° #4 VERTICAL REBAR, n TYPICAL OF 4 = TYPICAL OF 4 3" MIN Y #3 REBAR TIES AT 12" � 3" MIN c #3 REBAR TIES AT 12" - • ON CENTER VERTICALLY, TYPICAL, SEE NOTE 3. ON CENTER VERTICALLY, TYPICAL, SEE NOTE 3. �`-- 24" --+� STANDARD 189 J—HOOK � 24"� --- STANDARD 189 J—HOOK AT BOTTOM OF VERTICAL REBAR, TYPICAL OF 4 AT BOTTOM OF VERTICAL REBAR, TYPICAL OF 4 NOTES: NOTES: 1. GALVANIZED ANCHOR BOLTS & TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND 1. GALVANIZED ANCHOR BOLTS & TEMPLATE FURNISHED BY EC; BOLTS INSTALLED AND CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR BY GC. CONCRETE BASE FURNISHED AND INSTALLED WITH REBAR. BY GC. 2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND MINIMUM 24" BELOW FINISH GRADE. 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 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. REINFORCEMENT AND PROJECTS INTO THE INTERIOR OF THE STIRRUP OR HOOP. FIXTURE TYPE S1' FIXTURE TYPE S5 MOUNTING DETAIL MOUNTING DETAIL. 4 2 Date OING THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN f'= 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 7 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. 3UBMITfAI 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(1)a . co W in w O , > It (3 0 g V L F- O E W q C PROJECT MANAGER 10J. DRAWN BY H.W. CHECKED BY J.D. v " 0 0 SE 1 757 W 0-8.0n ,.W s Pte' P TR G \� ._.t U CAUF�` �= m m °' XPIRES: 06/30/09 6 THOMA #07-8166 O THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN f'= 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 7 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. 3UBMITfAI 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(1)a . co W in w O , > O M LL Om V L F- O _!IlC M Im O C a 0 O O O V W z Luz O w .j (/) DATE Q W U) UPJ O C PROJECT MANAGER 10J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 W 8 W = ._.t U U w (n 'c� O N N c — rto AAir'' W C � c EItt m c LO O cn o w wwwwww r ch C oCO •� 0 U-1 Cfl M A.. L V' a 0 O O O V W z Luz O w .j (/) DATE Q W U) UPJ PROJECT MANAGER 10J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 W W W = ._.t U 06 w (n NO. REVISION DATE PROJECT MANAGER 10J. DRAWN BY H.W. CHECKED BY J.D. DATE February 26, 2010 CAD FILE 07-8166 E30.dwg J08 NUMBER 1307546 MEET: 47 d 4& E11=10 N r°. ti a 0 Z U W O w CL W D U) _Z Q F— Z O 0j 0 ti LO Y O 0 O m 0 w Z W Z O W t� V 1 - 4:O6pm L,-1 PEDESTRIAN LIGHTS (NL) PEDESTRIAN LIGHTS (NL) PARKING LAT LIGHTS (NL) PARKING LOT UGHTS (NL) PEDESTRIAN LIGHTS PEDESTRIAN LIGHTS PARKING LOT LIGHTS PARKING LOT LIGHTS SOARE SHADE STRUCTURES HEXAGON SHADE STRUCTURES RECEPTACLES O HDXAGON SHADE STRUCTURES RESTROOM EXTERIOR BUILDING UGHTS OREFERENCE NOTES 1. INTERMATIC #ET -6215C 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" TATE EVENING AS DIRECTED BY THE OWNER. 4. PROGRAM CONTACT FOR "ON" AT DUSK, `OFF AT SUNRISE. EXTERIOR LIGHTING 1 CONTROL DIAGRAM SITE/BUILDING LIGHTING FIXTURE SCHEDULE TYPE ILLUSTRATION MANUFAMRER CATALOG W. TAGE V0. WIPING MWNTRIG DESCRIPTION #T DESCRIPTION °B ¢R /� STERNBERG UMINAIR 208 95 CONCRETE POST LIGHT S 1 -2- 8V 0HPS 5-2021 2 HPS HPS BASE (SI (SINGLE HEAD) LF: 5212 -FPS 1.2 5 LIGIrtS - SHADE 10 STRUCTVRE 1 4 3.0 COLOR: BLACK J KENALL SH12-48-2-32- 120 62 (2)F32T8 CEILING 4' FLUORESCENT WRAP S 2 � Eg_7_12p 9 SRECEPTACLES -HADE STRUCTURE 20,1 10 90'072 MOUNT AT TRUSS NIGH ABUSE UGHTiNG DAMPED RATED 10 IRRIGATION CONTROLS 20 10 12 20 RESTROOM RECEPTACLES , AT SHADE STRUCTURES 13 SPARE 201 HYDREL 7000-70S-120 120 95 70W CONCRETE FLOOD LIGHT S3 � SP -YM -GS -BL 1 6" 1,2 HPS BASE WITH GLARE SHETLD �7 S00 500 20 $PLASH PAD t 18 19 SPARES 3 E3.0 (MONUMENT SIGN) SPARES 2 HUBBELL VG-15/VW-151 120 28 26W CMU VAPORTRE S VCG -15 TRT WALL 24 S STERNBERG -AB50-5P- 208 500 (2 200W CONCRETE 16' OVERALL POST LIGHT HEAD) 27 SPACE GPM-200HPS OS -208V SPACE H�S BASE ��^��� (DOUBLE COLOR: BLACK 29 SPACE LE: 5214-FP5 SPACE 30 0 � 31 SPACE 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 NCB 42 FULL SIZE PLUG -U! CS SPACES IOK AIC PANEL & BRANCH Ca'S t00AMP MAIN (N) PANEL. SURFACE MOUNT. NEMA t LOGITION: RESTROOM WITH EOUIPT GND BUS y SEE NOTE RRM DESIGN GROUPCOPYPo6Hi 2011 RRM i6 a Cailfomla Corporatlon #T DESCRIPTION °B ¢R /� B PHAS (, "RE DESCRIPTION C#T 1.2 1 LIGHTS - PARK 20 6 120 50 SPARE 2 1.2 3 " 2 4 1.2 5 LIGIrtS - SHADE 10 STRUCTVRE 1 J `' V 1.2 7 ,uGUsTU-REswAOE 20 1 10 300 186 12 1 RECEPTACLE O 8 1.2 9 SRECEPTACLES -HADE STRUCTURE 20,1 10 90'072 P62 201 RFSTROON LIGHTS 10 IRRIGATION CONTROLS 20 10 12 20 RESTROOM RECEPTACLES , 12 13 SPARE 201 300 12 201 TIMECLOCK 14 1,2 15 LIGHTS PARKING 10 � 201 BUILDING UGHTS 1 6" 1,2 1.2 17 2 10 S00 500 20 $PLASH PAD t 18 19 SPARES SPARES 2 21 spAREs SPARES 22 23 SPARES SPARES 24 25 SPACE SPACE 2 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE 3 37 SPACE SPACE 38 591 - SPACE 40 1411— 1 ISPACE 42 CONNECTED LOAD (VA) - 2516 OF CONTINUOUS LOAD = TOTAL (VA) - TOTAL' 120 VOLT - 906 77 983 B A 1680 295 1141 1975 .,A 2162 2303 79 Al PANEL SCHEDULE NOTES 1. LONG CONTINUOUS LOAD (LCL). ADDITIONAL 257 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. K:\DWGS\07-8166\07-8168-X40.dwq - eMia -Jan V. 201 y ? itgNA 1D7 -8t66 RRM DESIGN GROUPCOPYPo6Hi 2011 RRM i6 a Cailfomla Corporatlon 0 W d o Ly " M ILLp(D� QQ w � r Y 0 Ca 3 d LL(�F i 0 d (� D r m r, o. 8- a- s O g5g o 65 w Oa ]§ y X13 d o � .� N Im = s Y L� L a O = Q LIJ W 0 UiR =Q z w=o w JQ06 2 0 Lu IM f" O z z c� o NO. REASON -^ DATE Z Bousw Pump Revision 127.11 z O MANA r C.J. a MAW OHELX BY H.W. J.D. as RAM January27,2011CAD FILE 0 'd 07-916OLMA" Om JOB NUMBER di 1307526 W SHEET. 46 a 49 E-4.0 N ® � gggggg E O� ����8 3�PMA T� �� RR g•SA^� N0. 70757 = G � e(pC11ClG! �T �O•' fAt� g�. 06'R6 56 IT R-7 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. 4 EXTERIOR LIGHTING CONTROL DIAGRAM K:\DWGS\07-8166\07-8166-E40.dwg - Helen - Feb 23, 2010 - 3:14pm SITE/BUILDING LIGHTING FIXTURE SCHEDULE TYPE 1 MANUFACTURER N` ---------- VOLTAGE --r------- -II I LAMPING MOUNTING I R-14 /"1 12ov � I 208 CLOCK I CONCRETE 12' POST LIGHT J WIRE SIZE AMP tOLE 120V �' 4 ❑ , BASE (SINGLE HEAD) R-1 b n PEDESTRIAN LIGHTS NL 6 120 R -3b I I — 8 PEDESTRIAN LIGHTS (NL) 4 E3.0 COLOR: BLACK I R -15b /1 PARKING LOT LIGHTS (NL) 3036 KENALL R -17b n 120 62 PARKING LOT LIGHTS (NL) I CEILING 4' FLUORESCENT WRAP a 8 0 120V 4 _ _j COIL R -1a 3036 TRUSS OUNT AT HIGH ABUSE GHTING PEDESTRIAN LIGHTS 20 1 10 R -3a 62 PEDESTRIAN LIGHTS DAMPED RATED R -15a 3 3036 PARKING LOT LIGHTS LIGHTS - SHADE STRUCTURE R -17a 10 AT SHADE STRUCTURES PARKING LOT LIGHTS tQ HYDREL R-5 n 120 95 SQARE SHADE STRUCTURES R-7 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. 4 EXTERIOR LIGHTING CONTROL DIAGRAM 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 M - LAMPING MOUNTING DESCRIPTION STERNBERG LUMINAIRE:' 208 95 (1)70W CONCRETE 12' POST LIGHT S WIRE SIZE AMP tOLE A850-5P-70HPS 05-208V CKT # HPS BASE (SINGLE HEAD) 20 6 120 POLE: 5212-FP5 — 8 50 4 E3.0 COLOR: BLACK 3 3036 KENALL SH12-48-2-32- 120 62 (2)F32T8 CEILING 4' FLUORESCENT WRAP J 8 0 EB -1-120 4 3 3036 TRUSS OUNT AT HIGH ABUSE GHTING S 2 20 1 10 62 8 DAMPED RATED 3 3036 1,2 LIGHTS - SHADE STRUCTURE 20 i 10 AT SHADE STRUCTURES tQ HYDREL 7000-70S-120- 120 95 70W CONCRETE FLOOD LIGHT SQ RECEPTACLES RUCTURE 201 SP -YM -GS -BL 360- HPS BASE WITH GLARE SHETLD �r7 '� 0 500 11 IRRIGATION CONTROLS 3 (MONUMENT SIGN) HUBBELL VG-15/VW-151 120 28 26W CMU VAPORTITE S 1 ENCI.OSUREG VCG -15 10 300 TRT WALL 12 S TIMECLOCK STERNBERG 2 -A850 -5P- 480PM-200HPS 208 500 (2)200W HPS CONCRETE BASE 16' OVERALL POST LIGHT (DOUBLE HEAD) 500 05-208V 20 1 BUILDING LIGHTS 2 COLOR: BLACK 200 1,2 1 710 OLE: 5214-FP5 2 E3.0 500 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 CKT # DESCRIPTION AMP CB E oL# WIRE SIZE PHASE A VA PHASE B VA PHASE C YA WIRE SIZE AMP tOLE DESCRIPTION CKT # 1,2 1 LIGHTS -PARK 20 6 120 —� — 8 50 7.5HP BOOSTER PUMP 2 3 3036 1,2 3 ,. 2 6 r 120 J 8 0 " 4 3 3036 1,2 5 LIGHTS - SHADE STRUCTURE 20 1 10 62 8 3 M 3 3036 1,2 LIGHTS - SHADE STRUCTURE 20 i 10 186 tQ 12 20 1 TELEPHONE BOARD RECEPTACLE 8 v 300 1'2 9 RECEPTACLES RUCTURE 201 10 360- 12 201 RESTROOM LIGHTSSHADE '� 0 500 11 IRRIGATION CONTROLS 20 1 10 600 12 20 1 RESTROOM RECEPTACLES 12 500 1 ENCI.OSUREG 201 10 300 12 201 TIMECLOCK 14, 300 1,2 1 5 LIGHTS PARKING 20/10 500 20 1 BUILDING LIGHTS 16 1,2 200 1,2 1 710 2 500 20 1 SPLASH PAD 18 500 1 SPARES SPARES 201 21 SPARES SPARES 22 23 SPARES SPARES 24 251 SPACE SPACE 261 2% SPACE SPACE 2 29 SPACE SPACE 30 31 SPACE SPACE 32, 33 SPACE SPACE 34 351 SPACE SPACE 36 37 SPACE SPACE 381 39 SPACE SPACE 40 4 1 SPACE SPACE 42 CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD TOTAL (VA) T TOTAL T 120 VOLT = 4242 4716 5198 77 295 141 4319 5011.5,339 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. 1b M 80 IME � y J I a'n n c O. 757 Zw "0, :5 TROOP��P u,O.= X,ca E OFCpl� � at I- a 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 W — 1ULtA W m a0 W j 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 � H b 0 - DATE wa a O — W �o co k3 yZ in 00 IO C, N � CL JOB NUMBER 13075261 SHEET: 49 of 49 E -5-.O W Z Q Q � OE �0 W SIGN COMPLIANCE SUMMARY OLTG-4-C ~ LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2- W CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1- W c� W" N� LL (% CL W Ov~L 10757 N Project Name Greystone Nei hborhood Park Date 11/13/2009 LO Project Name Greystone Neighborhood Park Date 11/13/2009 D PROJECT NAME Greystone Neighborhood Park DATE 11/13/2009 E5 c. w w ZQ I �n, nolo o �M* ° FCTR\OP~�P aco_ � C PROJECT ADDRESS r Ln J X `o o S pF 0 0 Alternative 1 - Lighting Power Allowances Alternative 2 - For signs that ONLY use one or LIGHTINGPOWERALLOWANCE - GENERA SITE ILLUMINATION - Table Bakersfield CA PRINCIPAL DESIGNER LIGHTING Building Permit # Q� ^ I!: vI o �o ° t m y 0. CAUL EXPIRES: 06/30/09 ; Q N Q more of the technologies Allotted Watts Luminaire -147:&) Lamps/Ballasts - William Thoma TELEPHONE W a THOMA #07-8166 C O A M/ listed in M through S .nom__,__., .._•___... o � Q (` I'1 G r ... .. Installed watts .,. - (805)543-3850 U 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 � H b 0 - DATE wa a O — W �o co LL •0 N � CL JOB NUMBER 13075261 SHEET: 49 of 49 E -5-.O W Z Q Q � OE Z �0 W V ~ Cd W - W c� O v LL (% CL Ov~L J N �' fm LO co D m E5 c. N NO. REVISION DATE W a O d' N O Q J = •0 CHECKED BY J.D, g CL JOB NUMBER 13075261 SHEET: 49 of 49 E -5-.O Z I O LL � OE Z � W V ~ W .� W c� O v (% CL I� O w C N aco_ � C r Ln C 0 0 tan• Q� ^ I!: vI w r C ; Q N Q _� r LC> Q j � C O A M/ *. M o U Q NO. REVISION DATE W a O d' N O Q J = J CHECKED BY J.D, 0 CL JOB NUMBER 13075261 SHEET: 49 of 49 E -5-.O Z I O O Z � W i �X W Z W c� 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 13075261 SHEET: 49 of 49 E -5-.O N 6 Z U W O W I W 0 Z Q K:\DWGS\07-8166\07-8166-E50.dwg - Helen - Feb 23, 2010 - 2:54pm N /o ow 4asa Wn CITY 0 PA ESE L • UILDING DEPARTAIEN t0' ii_ 0 ZrE ? jAPPROVED BY DATE -1`?,4!& P71"LAN�GNO SPECIRICAT USTSEK PTot,,THr=josO'ATAILhtts-AiTD—tTis 0 LTERAnON; TC)t,�," ZE ANY CHANGES 0 LTERATIONS ON SAME WITHOUT WRITTEN PERMIS- �IfFtIL TO t,�, 'U No �C'TYOF ',D�',4T!-',EDEP.6�P,.TiVENTOFSL,'ILI 0� CITY OF BAKERSFIELD, THE STAMPING OF THIS C) E ELD To Pe AN',D SPMRCATI IONS 8HALLNO E HELD TO PERMIT OR TO BE AN APPROVAL OF THE N C'Ty "ROINAN MOW 'FAM�PROVISIO,,\00FAN CiTY ORDINANOE OR STATE LAW. 0,N).0 n, Addition, Demolish, Repair, Move "_A,. S OF New, Alt fo T;. -®r ma —LOT — 0 F COXISTRUCT101N. I Hr., H.T., N, F.R. FSpk 0 OCCOPWICYGPOUP., A—,B—,E--,F.H—, 0 PFRMIT NO DoXrE Emma rnents for curb, gufter, sidawalk and pa4dng, /A0"4,-'4 Z� ILECTAMA& lEl (D CA t i FIRM --i MECHANIM 6z� MECHTITLE 24 Wkax C (D APPR OVED WITIJ IYOTF$ 0 = CL CD 0 CL 0 -Oot -IL jc� Fees PH' (CH!`,,' E549, STA111-3, 1996) requires ep,(,h e 11 e project app!icant a stateYe:till wi,"IfF,"g co Of fCIr�3 or proiccl approval of ff %,eamount Gesllivipfion of dedications, rese'rvaticns, or o', -,her I (D act a no'U'fir-alkion that t -he 90 -day ap' J` roval period in Co L - may rot 'est such fees has begun, FJ -1 P 7 k:,= v ce,rvc to nolify you tha 'L the 90 -day approval p, -,-.r', d ICI h i'Ia -N pr'-3,'est any imposed TC S, desc"JOon of or CEI-ier exactions wili begiri to run (D it ca�tpdn -iehuidingl pe,''rnit vvhich CD d,,'F-C'ribin(�, The fees, descipt-ion Cil dedica"Jo,,ns, reservations or Pxac-tions, 0 'rL 14 a, Mftli -IV 0 ATTENTIOM ANY SIGNS SHOWN ON THESE n PLANS ARE NOT APPROVED 'A' AND MAY NOT BE ALLOWED N, ALL SIGNS REQUIRE SEPARATE SIGN PERMIT (13idg. Signs Not to Exceed Roof LIne) 0 (Structural Calculations Required for Pylon Stgns) C: (Comprehensive Sign Plan May Apply) �P.rk ��ys�� ��L.,l�d R19•