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HomeMy WebLinkAbout7.2-168OWNER MECHANICAUELECTRICAL ENGINEER CITY OF BAKERSFIELD M -E ENGINEERS, INC. RECREATION & PARKS DEPARTMENT 10113 JEFFERSON BLVD. 900 TRUXTUN AVE. SUITE 100 CULVER CITY, CA 90232 BAKERSFIELD, CA 93301 PHONE: (310) 842-8700 PHONE: (661)326-3866 FAX: (310) 842-7700 CONTACT: DIANNE HOOVER—DIRECTOR KEY MAP C� STRUCTURAL ENGINEER CML SPURTS ENGINEER E9 SINGLE LINE DIAGRAM AND LOAD 0 cn > HE Mina Ave 0 JOHN A. MARTIN & ASSOCIATES, INC. CMX SPORTS ENGINEERS 1212 S. FLOWER STREET; 4TH FLOOR 7740 NORTH 16TH STREET LOS ANGELES, CALIFORNIA 90015 SUITE 100 PHONE: (213) 483-6490 PHOENIX, ARIZONA 85020 FAX: (213) 483-3084 PHONE: (602) 567-1900 DRINKING FOUNTAIN PLAN CONTACT: JIM PERRYMAN CEOTECHNICAL ENGINEER E—MAIL: JPERRYMANOCMXINC.COM C3.06 FORGO WEST, INC. ARCHITECT 4820 MCGRATH ST DRINKING FOUNTAIN PLAN SUITE 100 ROSSETlI VENTURA, CA 93003-7778 999 N SEPULVEDA, SUITE 100 PHONE: (805) 650-7000 EL SEGUNDO, CA 90245 FAX: (805) 650-7010 PHONE: (310) 416-9660 CONTACT: LORI E. PRENTICE, C.E.G. FAX: (310) 416--9650 E—MAIL; LPRENTICEC�FURGO.COM CONTACT: GARY KRENZ, AIA L2.02 E—MAIL: GKRENZGROSSETTI.COM SURVEYOR LANDSCAPE ARCHITECT PORTER -ROBERTSON ENGINEERING 1200 21ST STREET EPTDESIGN BAKERSFIELD, 'CA 93301-4651 844 EAST GREEN STREET, SUITE 201 PHONE: (661) 327-0362 PASADENA, CA 91101 FAX: (661) 327-1065 PHONE: (626) 795--2008 CONTACT: ROLLAND VAN DE VALK, L.S. FAX: (626) 795-2547 E—MAIL: ROLLANDUOPRENGRS.COM CONTACT: SCOTT HORSLEY L2.08 E—MAIL: SHORSLEYOEPTDESIGN.COM COST ESTIMATOR ASSOCIATE ARCHITECT DAMS LANGDON 301. ARIZONA AVE. ORDIZ MELBY SANTA MONICA, CA 90401 5500 MING AVENUE PHONE: (310) 393-9411 BAKERSFIELD, CA 93313 FAX: (310) 3937493 PHONE: (661) 832-5258 r FAX: (661) 832-4291 ELECTRICAL/L,.IGHTING ENGINEER CONTACT: WILLIAM MELBY, AIA L2.14 E—MAIL: BMELBYOORDIZMELBY.COM CR ENGINEERS L2.15 16719 E. PALISADES BLVD., SUITE 202 FOUNTAIN HILLS, AZ 85268 PHONE: (480) 816-5541 FAX: (480) 816---5540 CONTACT: JOHN ALCORN JR., P.E. EMAIL: JALCORNOCRENG.COM CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS 1 �ITIA J%F, F;J, °IRRIGATION IMPROVEMENTS AT AE -RA PARK" 100 JEWETTA AVE. -v Brimhall Rd t� _Q) �Q) `c a P Stockdale Hwy meq) l PROJECT LOCATION 70 SECTION 36, T.29S., R.26E., SECTION 1, o T.30S, R.26E. PARK AT RfVERWALK 0 0 M Brimhall Rd �3 O LOCATION MAP I � a SHEET INDEX SPOM L X3PMNG T p '8 Stockdale Hwy CV02 KEY MAP C� EC � E9 SINGLE LINE DIAGRAM AND LOAD 0 cn > HE Mina Ave 0 �3 O Job No.: 3167 File Path: XX File Name: XX STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A OR CLASS C-:27 NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. PROJECT AREA 40.44 ACRES f :rL! LAND DEVELOPMENT MAM °'I'`'Engin�an Rnssrrrr� AERA PARK BAKERSFIELD, GA, EPT, ... . AFpRfz0VHn BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 1 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: LOCATION MAP I IaO S NOT TO SCALE SHEET INDEX SPOM L X3PMNG CV01 COVER SHEET E2 OVERALL ELECTRICAL SITE PLAN CV02 KEY MAP E3—E6 PARTIAL ELECTRICAL SITE PLAN CV03 NOTES . E9 SINGLE LINE DIAGRAM AND LOAD CV04 ABBREVIATIONS AND LEGEND CALCULATIONS � E10 LIGHTING CONTROL SCHEMATIC C2.12 DETAILS AND PANEL SCHEDULE C3.02 WATER PLAN C3.04 DRINKING FOUNTAIN PLAN C3.05 DRINKING FOUNTAIN PLAN C3.06 DRINKING FOUNTAIN PLAN AFF* C3.07 DRINKING FOUNTAIN PLAN _ C3.08 DRINKING FOUNTAIN PLAN C3.09 DRINKING FOUNTAIN PLAN a LANDSCAPE L2.01 LANDSCAPE IRRIGATION PLAN L2.02 LANDSCAPE IRRIGATION PLAN L2.03 LANDSCAPE IRRIGATION PLAN L2.04 LANDSCAPE IRRIGATION PLAN L2.05 LANDSCAPE IRRIGATION PLAN L2.06 LANDSCAPE IRRIGATION PLAN L2.07 LANDSCAPE IRRIGATION PLAN L2.08 LANDSCAPE IRRIGATION PLAN L2.09 IRRIGATION LEGEND. AND NOTES L2.10 PUMP DETAILS AND NOTES L2.11 LANDSCAPE IRRIGATION DETAILS L2.12 LANDSCAPE IRRIGATION DETAILS L2.13 LANDSCAPE IRRIGATION DETAILS L2.14 IRRIGATION SLEEVING PLAN L2.15 IRRIGATION SLEEVING PLAN �e Job No.: 3167 File Path: XX File Name: XX STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A OR CLASS C-:27 NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. PROJECT AREA 40.44 ACRES f :rL! LAND DEVELOPMENT MAM °'I'`'Engin�an Rnssrrrr� AERA PARK BAKERSFIELD, GA, EPT, ... . AFpRfz0VHn BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 1 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: PARKS & RECREA ON DEPARTMENT DATE AERA PARK CV01 "IRRIGATION IMPROVEMENTS AT AERA PARK" OF 100 JEWETTA AVE. 12 -�0 2 IaO S V ASSISTANT PURI WORKS DIRECTOR DATE h ST tis tiQ � to 07 zap to cs O CIVIL ENGINEER IV - DE IGN ENGINEERING DATE N0. 71123 EM. os/so/os AFF* a WATER RESOURCES DEPARTMENT DATE LU a PARKS & RECREA ON DEPARTMENT DATE AERA PARK CV01 "IRRIGATION IMPROVEMENTS AT AERA PARK" OF 100 JEWETTA AVE. 12 -�0 2 i i i i 3 -� � 0000 X c ' NMI CIN OF BAKERSFIELD, CALIFORNIA t„ REVISIONS No. DA TE 2 4 DESCRIP nON BENCHMARK CENTERLINE MONUMENT IN THE CUL--DE--SAC ON BUENA VISTA ROAD AT THE PARK AT RIVER WALK. COORDINATES ARE N2315542.509. AND E6225608.91 ELEVATION = 365.48.5 (CITY DATUM). BASIS OF BEARING THE BEARING OF SOO'50'19"W SHOWN FOR THE WEST UNE OF SECTION 6, 30/27, ON PARCEL MAP NO. 10299 WAS USED AS THE BASIS SECTION 36 OF BEARINGS SHOWN HEREON. SECTION 1 amp moo 10 ;PARK AT RIVER WALK- GRADING KEY MAP SCALE 1"=200' PUBLIC WORKS DEPARTMENT File Name - Job No.: 3167 Date: 10-01-08 Drawn: DR Designerds Checked By. MML & AS BENCHMARK AERA PARK 100 JEWE`1 TA AVE.. Y t LAND DEVELOPMENT r J� TEAM ',p En�reera sossErr! AERA PARK BAKERSFIELD, CA. N0, 71123 y DIP, 06/30/08 Section 4216/4217 of the government code requires a dig alert identification - number be issued before a "permit to excavate will be valid. Call (2) working days before you dig. GRADING AND DRAINAGE KED' MAP 0 SHEET NO. CV02 OF 12 I N CMX STANDARD ENGINEERING NOTES 1. THESE PLANS ARE SUBJECT TO THE INTERPRETATION OF INTENT BY THE ENGINEER. ALL QUESTIONS REGARDING THESE PLANS SHALL BE PRESENTED TO THE ENGINEER. ANYONE. WHO TAKES IT UPON THEMSELF THE INTERPRETATION OF THE DRAWINGS OR MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH THE DESIGN ENGINEER` SHALL BE RESPONSIBLE FOR THE CONSEQUENCES THEREOF. 2. THE ESTIMATED QUANTITIES SHOWN ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY OF A DETAILED ESTIMATE BASED ON THESE PLANS, CURRENT CODES, AND SITE VISITATION. 3. ALL EARTHWORK CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF BAKERSFIELD STANDARD DETAILS AND/OR SPECIFICATIONS INCLUDING ANY SUPPLEMENTS THERETO, AND ALL ADDENDA. THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATION OF THE SOIL INVESTIGATION REPORT AND LETTER, AS PREPARED BY ( FUGRO WESTINS 'PHONE NO. (805) 850-7000. PROJECT NO. 1634.008 DATED JUNE.. 2007 4. PRIOR TO BIDDING THE WORK, THE CONTRACTOR SHALL THOROUGHLY SATISFY HIMSELF AS TO THE ACTUAL CONDITIONS, REQUIREMENTS OF THE WORK AND EXCESS OR DEFICIENCY IN QUANTITIES. 'NO CLAIMS SHALL BE MADE AGAINST THE OWNER/DEVELOPER OR ENGINEER FOR ANY EXCESS OR DEFICIENCY THEREIN, ACTUAL OR RELATIVE. 5. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS OR PROGRAMS UTILIZED IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF UTILITIES, POWER POLES, ETC. 7. THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE OWNER OR THE SURVEYOR REGARDING ALLEGED INACCURACY OF CONSTRUCTION STAKES SET BY THE SURVEYOR' UNLESS ALL SURVEY STAKES SET BY THE SURVEYOR ARE MAINTAINED INTACT AND CAN BE VERIFIED AS TO THEIR ORIGIN. IF, IN THE OPINION OF THE SURVEYOR, THE STAKES ARE NOT MAINTAINED INTACT AND CANNOT BE VERIFIED AS TO THEIR ORIGIN, ANY REMEDIAL WORK REQUIRED _TO CORRECT ANY ITEM OF IMPROPER CONSTRUCTION WORK SHALL BE PERFORMED AT THE SOLE EXPENSE OF THE. RESPONSIBLE CONTRACTOR OR SUBCONTRACTOR. 8. THE SURVEYOR WILL MAKE FIELD AS --BUILT MEASUREMENTS OF THE WORK UPON NOTIFICATION BY THE CLIENT OR HIS REPRESENTATIVE THAT THE WORK IS COMPLETE AND READY FOR AS --BUILT SURVEY. FOR PIPE WORK, THE CONTRACTOR IS RESPONSIBLE FOR LEAVING TRENCHES OPEN SO THAT AS-BUILTS CAN BE PERFORMED TO COMPLY WITH THE CITY REQUIREMENTS. IF THE TRENCHES ARE BACKFILLED AND OBSCURED TO THE POINT THAT AS --BUILT MEASUREMENTS CANNOT BE PERFORMED, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR T POTHOLE UTILITY TRENCHES AS NECESSARY TO COMPLETE AN AS -BUILT SURVEY. 9. THE CONTRACTOR IS TO VERIFY THE, LOCATION, ELEVATION, CONDITION, AND PAVEMENT CROSS --SLOPE OF ALL EXISTING SURFACES AT POINTS OF TIE-IN AND MATCHING, PRIOR TO COMMENCEMENT OF GRADING, PAVING, CURB AND GUTTER OR OTHER SURFACE CONSTRUCTION. SHOULD EXISTING LOCATIONS, ELEVATIONS, CONDITION, OR :PAVEMENT CROSS --SLOPE DIFFER FROM THAT SHOWN ON THESE PLANS, RESULTING IN THE DESIGN INTENT REFLECTED ON THE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AGENT IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ALL COSTS ASSOCIATED. WITH CORRECTIVE ACTION IF THESE PROCEDURES ARE NOT FOLLOWED. 10. EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED ACCORDING TO INFORMATION PROVIDED BY THE AGENCY OPERATING EACH UTILITY. LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND ARE NOT RELIABLE FOR CONSTRUCTION PURPOSES. CALL UNDERGROUND SERVICE ALERT FOR FIELD LOCATION AT (800) 422-4133. THE. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THE SITE.. 'ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE DRAWING, SHALL BE REPAIRED/REPLACED AT THE. CONTRACTOR'S EXPENSE.. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND. 11. THE ENGINEER AND APPLICABLE AGENCY MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION, OR VARIANCE FROM THESE PLANS. ANY VARIATIONS FROM THESE PLANS SHALL BE PROPOSED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER. 12. ANY INSPECTION BY THE CITY, COUNTY, ENGINEER, OR OTHER JURISDICTIONAL AGENCY, SHALL NOT,. IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH APPLICABLE CODES AND AGENCY REQUIREMENTS. 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL STORM DRAIN PIPES, STORM WATER RETENTION PIPES AND DRAINAGE FACILITIES FROM DAMAGE DURING ALL STAGES OF CONSTRUCTION. THE DEPTH OF COVER ON THE STORM DRAIN PIPE IS DESIGNED FOR FINAL GRADE. THEREFORE, EXTRA CARE SUCH AS GERMING OVER PIPES, FLAGGING OR SIGNAGE SHOULD BE USED DURING CONSTRUCTION TO MAINTAIN COVER OR PROTECT THE PIPES. 14. THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL BALANCE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES AND CONSTRUCTION METHODS THAT ARE BEYOND THE CONTROL. OF THE ENGINEER. 15. IF PAD CERTIFICATIONS ARE PERFORMED, IT IS UNDERSTOOD THAT THE CERTIFICATION PROVIDES ONLY A REPRESENTATIVE 'ELEVATION' OF THE AVERAGE GRADE OF EACH LOT, BUILDINGS OR UNIT PAD, AND SHALL NOT BE CONSTRUED TO INCLUDE: YARD AND STREET SUB -GRADE CERTIFICATION OR CERTIFICATION THAT THE ENTIRE PAD IS LEVEL, THAT IT WAS CONSTRUCTED IN THE DESIGNED LOCATION OR WAS GRADED TO THE CROSS-SECTION SET FORTH ON THE PLANS OR AS DESIGNATED IN THE SOILS REPORT. 16. FINISHED GRADES SHOWN ON THESE PLANS ARE THE FINAL FINISHED GRADES. CONTRACTOR IS RESPONSIBLE FOR OVER -EXCAVATING LANDSCAPE AREAS TO ALLOW FOR PLANTING AND UTILITY TRENCHING SPOILS AND FOR THE FINAL LANDSCAPE TREATMENT (DECOMPOSED GRANITE, LAWN, ETC.). CITY OF BAKERSFIELD, CALIFORNIA C.O.B. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE SECTION OF APWA, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS, UNIFORM BUILDING CODE, 2000 EDITION, THE CITY OF BAKERSFIELD STANDARD PLANS/DETAILS, UNIFORM PLUMBING CODE, NATIONAL ELECTRICAL CODE,. ALL SAFETY ORDERS OF THE STATE INDUSTRIAL COMMISSION, TITLE 3, RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITING, STATE OF CALIFORNIA TITLE 24, SECTION T-20--1401 THROUGH T--20-1406, AND TITLE 20, SECTION 1401-1406 ENERGY REGULATIONS. 2. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,. AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT 'OR STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. 4. THE CONTRACTOR SHALL NOTIFY THE CITY'S PROJECT MANAGER TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND/OR REPLACEMENT OF SAID SUBSTRUCTURE. 6. THE CONTRACTOR SHALL PROVIDE 72 -HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. 7. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 4:30 P.M. AND 7:30 A.M. ON ANY DAY NOR SATURDAY, SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT APPROVED BY THE CITY. 8. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION. 9. THE CONTRACTOR WILL COMPLY WITH CALTRAN TRAFFIC MANUAL, APWA WATCH TRAFFIC CONTROL HANDBOOK DURING CONSTRUCTION. 10. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION. (800) 422-4133. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ENTIRE PERIMETER OF THE EFFECTED SITES. THE CONSTRUCTION FENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. IT IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A SECURE SITE DURING THE CONSTRUCTION PERIOD AND PREVENT ANY POSSIBLE VANDALISM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DURING THE CONSTRUCTION PERIOD. 13. CONTRACTOR :SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND INSPECTION FEES, 14. THE PLANT MATERIAL SUPPLIER AND/OR LANDSCAPE CONTRACTOR SHALL PROVIDE GUARANTEED EVIDENCE TO THE CITY LANDSCAPE INSPECTOR THAT ALL PLANT MATERIAL IS CONSISTENT WITH THE APPROVED PLANT LEGEND CONSIDERING GENUS, SPECIES, CULTIVARS AND SIZE SPECIFIED. ALL PLANT MATERIAL NOT CONSISTENT WITH THE PLANT LEGEND MAY BE REJECTED. 15. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LANDSCAPE ARCHITECTURAL PLANS AND SPECIFICATIONS ARE SUBJECT TO THE REVIEW .AND APPROVAL. OF THE CITY PROJECT MANAGER BEFORE WORK MAY CONTINUE., MINOR CHANGES ARE TO BE TRANSMITTED BY TELEPHONE FACSIMILE TO THE CITY PROJECT MANAGER AND THE CITY LANDSCAPE INSPECTOR. MAJOR CHANGES ARE TO BE DONE WITH TWO REVISED BLUELINES BEING SENT TO THE CITY WITH NOTIFICATION GIVEN TO THE CITY LANDSCAPE INSPECTOR. 16. 24 HOUR NOTICE IS REQUIRED PRIOR START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326-3049 AND CITY PARKS DIVISION AT (661) 326-3117. PUBLIC WORKS DEPARTMENT File Name: Drown: DR Job No.: 3167 Designer dis Date: 10-01-08 Checked By. MML dt AS C.O.B. WATER/SEWER STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD, DEPARTMENT OF WATER AND SANITATION, WATER RESOURCES DIVISION STANDARDS AND. SPECIFICATIONS FOR DOMESTIC WATER SYSTEM (LATEST EDITION). 2. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-39, EXCEPT AS NOTED ON PLANS. 4. COMPACTION TESTSWILL BE THE SUBDIVIDER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 6. ALL EXISTING .PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED 'IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-6 EXCEPT AS NOTED ON PLANS. 7. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-422-4133. 8. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 9. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO START OF CONSTRUCTION. 10. FOR WATER MAINS AND SERVICES 12" AND LESS IN DIAMETER, A MINIMUM OF 42" OF COVER FROM THE TOP OF PIPE TO FINISHED GRADE OR FOR PIPE LOCATED WITHIN STREETS A MINIMUM OF 42" FROM TOP PIPE TO GUTTER FLOWLINE SHALL BE MAINTAINED. FOR WATER MAINS LARGER THAN 12" IN DIAMETER 48" OF COVER BE MAINTAINED, MEASURED FOR THE VARIOUS PIPE LOCATIONS AS DEFINED IN THIS SECTION. 11. CONTRACTOR TO ENSURE 1' MIN. CLEARANCE BETWEEN WATER MAIN AND ANY EXISTING UTILITIES.. 12. PRIOR TO CONSTRUCTION, A PRECONSTRUCTION MEETING WITH THE CONTRACTOR(S) AND CALIFORNIA WATER SERVICE COMPANY MUST TAKE PLACE. s � LAND DEVELOPMENT 1�+ TEAM news ROSSETTI AERA PARK BAKERSFIELD, CA. EFT_ REVISIONS No. DATE DESCRIPTION 1 / / AERA PARD 100 JEWETTA AVE, NOTES b $ Section 4216/4217 of the i N0. 71123m government code requires a pip, -06/30 jQg dig alert identification number be issued before a "permit to excavate" will be �� .. valid. CW.tF call (2) working days before you dig. SHEET NO. CV03 OF 12 2 .5 I ,, , l u o 0 1 2 3 THIS DOCUMENT IS TRUE AND CORRECT AT TIME OF PUBLICATION. CONTINUED PRODUCT IMPROVEMENTS MAKE SPECIFICATIONS AND MEASUREMENTS SUBJECT TO CHANGE WITHOUT NOTICE. ACCESS PLATE -- SHOWN REMOVED FOR CLARITY STUB OUT 4" 102mm D�`+7'I v 4 d D p SCREWDRIVER STOP 178mm (BY OTHERS) 1-1/20# IPS WASTE (BY OTHERS) 1 /2" IPS SUPPLY I (BY OTHERS) 30" SQUARE CONCRETE SLAB (BY OTHERS) c a D • v' v D v u U 'rll l 11-1/2 0 292mm 13* 33pmm 0 L J NOTES: REFER TO 5874/VRK5874 OPERATION. AND MAINTENANCE MANUAL FOR PUSH BUTTON AND VALVE INSTALLATION/MAINTENANCE INSTRUCTIONS. 2" 4 241 mm 8mm 1/2"-13 UNC ANCHORS 12-1/2" 1 318mm 14" 1 358mm CONCRETE PEDESTAL 34-1 4" 870mm 152mm MIN. f INFO FAX : 1-888—FAX—HAWS (1-888-329-4297) 1455 KI43-FeW3959 7424 775-p-42 �rpiae r�o Haws Ayy 8acweg 3 CH -3401 Burgdorf Switzerland How* Mfg Pte Ltd 74 Sungei Kodut Loop Stng�ore 729531 �i PUSH BUTTON VALVE It W 8 to r. 5 � I N . d- 11 10 SECTION VIEW PLAN VIEW 9) ( 1 3 1'-2" 1'--2" V z N 2 LEG ► D: 0 SAND TRAP #6611 WITH VANDAL -RESISTANT STAINLESS STEEL SCREWS BY HAWS ORNAMENTAL STONE, AVAILABLE FROM THE WAKEFIELD CO. (714) 552--1130. 24" DIA. X 30" DEEP WATER SUMP WITH 3/4" GRAVEL WRAPPED IN FILTER FABRIC W/ 12" MIN DEPTH COVER. (J 1-1/2- SCH 40 WASTE LIN W/ 1/4- PER FT. FALL TO SUMP. V EXPANSION JOINT PER "STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION", APPROVED CURRENT EDITION. 4" MIN. CONCRETE PAD PER "STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION", APPROVED CURRENT EDITION. 'HAWS' DRINKING FOUNTAIN, MODEL NO. 3177. 0 MOUNTING PLATE WITH MOUNTING BOLTS PER MANUFACTURER.: 9 1-1/2" SCH 40 PVC WAST LINE WITH 1/4" PER FT. FALL TO 'HAWS' SAND TRAP MODEL NO. 6611, WITH VANDAL -RESISTANT STAINLESS STEEL SCREWS. WRAP PIPE IN FOAM EXPANSION WRAP THROUGH OUT CONCRETE. G COMPACTED SUBGRADE PER SOILS REPORT. 11 3/4" I.P.S. SUPPLY LINE PER CIVIL ENGINEER. HAWS DRINKING FOUNTAIN rvrs REVISIONS No. DA TE DESCR/P 77ON 371 / / ((� LAND DEVELOPMENT TEAM `� En�nessrs RDSSET71 AERA PARK BAKERSFIELD;'CA. Section 4215/4217 of the N0. 71123rn government code requires a EXP. 08/30/09 dig alert kisntification number be Imed before a 0 4 `permit: to excavate" will be valid. �� CJS -IF Coll _(2) working days before you dig. File Name: Drown: DR AERA PARD SHEET NO. CITY OF BAKERSFIELD,, CALIFORNIA PUBLIC WORKS DEPARTMENT Job NO.: 3167 Designer. dls DETAILS Date: 10-01-08 Checked By. MML & AS 1.00 JEWETTA AVE. C2.12 OF 12 3 11 EOUE81'RIAN AREA t Numwmwummm,� � 4mm .rte � i .W� N.M.MWOMMO.w. +.. r ... CRO88 VALLEY CANAL REVISIONS No. I DA TE AT / / I DESCRIP 77ON 30 0 30 60 SCALE FEET you d1g. File Name: Drown: DR AERA PARD CITY OF BAKERSFIELD,WATER PLAN CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Designer di$ SHEET No. nate: 10-01-08 Checked By. MMI_ AS 100 JEWETTA AVE. C3.02 OF 12 2 3 WATER CONSTRUCTION NOTES Q INSTALL SELF—CLOSING WATER FAUCET, 2 EA PER C.O.B. STD. SPECS. 16 INSTALL 3/4" SCHEDULE 40 PVC 445 LF WATER SE VICE ASTM B88-58, BEDDING PER C.O.B. STD. DTL. W-1., INSTALL 3/4" X 90' BEND, 2 EA ! l WITH THRUST BLOCKS PER C.O.B. STD. DETAIL W-2. I i liIM1ijl 7F`VSv 1 0,LO f�✓7�! CC i ;�`� M lt�5¢M71M�tMi � r 1 !I° ' ;111j1;{l flllil�I� i �}�!ilflil 1 1�)i1i�ll 3� 30 0 30 60 SCALE FEET you d1g. File Name: Drown: DR AERA PARD CITY OF BAKERSFIELD,WATER PLAN CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Designer di$ SHEET No. nate: 10-01-08 Checked By. MMI_ AS 100 JEWETTA AVE. C3.02 OF 12 2 3 Z "Soo 40,0* W-0 0.00, OOOW 0000 000 n- .-00� 000001< 100, -100� ..001 CITY OF BAKERSFIELD, CALIFORNIA MATCHLINE SEE SHEET C3.05 PUBLIC WORKS DEPARTMENT File Nome. Drawn: DR Job No.: 3167 Designer dls Date: 10-01-08 Checked By. MML. & AS AERA PARK 100 JEWETTA AVE. W W Mr CO W W (1) W z 0 REVISIONS DESCRIP TION a. p . '� LAND 1jEvhmjrrvmiNi MJ�JTEAM AERA PARK BAKERSFIELD 'CA. � EPT ROSS9 30 0 30 60 SCALE FEET KEY MAP N. 1. b. 4DISSection 4216/4217 of the Z51 NO. 71123 rn government code requires a D/ EXP. 06/3 (1p dig dert identification number be issued before a poerrnit to excovoteo will be valid. or Call (2) working days before you dig. DRINKING FOUNTAIN PLAN 0 SHEET NO. C3.04 OF 12 W J U IN MATCHLINE SEE SHEET C3.04 !6" fz � \ A r ' e \ •�j \ � EIII �` � `s 1 � I# I �• I i I �+ I 1�II 1 i I jf17fr1 � i jf ff f 1 jlt J t t J i 3 RETENTION POFD I �iI;i�fEl;'II i 1:111, -T. Ln ��10vQx 144 MATCHLINE SEE SHEET C3.08 REVISIONS No. DA TE �/® 271 / / 371 / / 41 / / IDESCRIPWN BAKER FIELD SOUTHWEST BASEBALL WATER NOT El INSTALL 1-12" PVC, CLASS 150 110 LF (DR18) AWW� C900 WATER UNE WITH 42 L. COVER, BEDDING PER C.O.B. STD. DTL. W-1. M INSTALL 1/2" SCHEDULE 40 PVC 34 LF WATER SERVICE ASTM 888-58, BEDDING, PER C.O.B. STD. DTL. W-1. M INSTALL HAWS DRINKING FOUNTAIN, 1 EA MODEL NO. 3177 AND HAWS SAND TRAP #6611 WITH VANDAL—RESISTANT STAINLESS STEEL SCREWS, SEE DETAIL ON SHEET C2.12. W W W W 0 W z LAND DEVELOPMENT t ` TEAM AERA PARK BAKERSFIELD, CA. ® PPT' 30 0 30 60 SCALE FEET KEY MAP N. • • File Name: Drawn: DR AERA PARK CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Designer: dls DRINKING FOUNTAIN PLAN Date: 1001-08 checked By. MML & AS 100 .JEWETi"A AVE. Section 4216/4217 of the government rode requires a dig alert identification number be issued before a "permit to excavate" will be valid. Con (2) working Jaye before you dig. SHEET N0. C3.05 OF 12 1 2 3 ® CONSTRUCT 24" DIA. X 30" DEEP 1 EA WATER SUMP WITH 3/4" GRAVEL WRAPPED IN FILTER FABRIC WITH 12" MIN. COVER. FOR DRINKING FOUNTAIN WASTE LINE. 00 10 INSTALL 1-1/2" X 1/2" TEE, 1 EA WITH THRUST BLOCKS PER C.0•B. r STD. DETAIL W-2. 6 0 V 15 INSTALL END CAP 1 EA W W W W 0 W z LAND DEVELOPMENT t ` TEAM AERA PARK BAKERSFIELD, CA. ® PPT' 30 0 30 60 SCALE FEET KEY MAP N. • • File Name: Drawn: DR AERA PARK CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Designer: dls DRINKING FOUNTAIN PLAN Date: 1001-08 checked By. MML & AS 100 .JEWETi"A AVE. Section 4216/4217 of the government rode requires a dig alert identification number be issued before a "permit to excavate" will be valid. Con (2) working Jaye before you dig. SHEET N0. C3.05 OF 12 1 2 3 4-1 I N1 CITY OF BAKERSFIELD, CALIFORNIA REVISIONS No. DA TE MATCHLINE SEE SHEET C3.05 f DESCRIP TION PUBLIC WORKS DEPARTMENT File Name: Job No.: 3167 Date: 10-01-08 Drawn: DR Designer dis Checked By. MML & AS AERA. PARK 100 JEWETTA AVE. 0) 0 WW X Cl) cr) W z P� 34 N" A LAND DEVELOPMENT ElTEAM AERAPARK BAKERSFIELD, CA. 30 0 30 60 SCALE FEET P11-11 KEY MAP N.T.S. 011 X - a NO. 71123 EV. 06/30/0.9 OF ("AL%f DRINKING FOUNTAIN PLAN 1 Section 4216/4217 of the government code requires a dig -alert .Identification number be Issued before a *permit to excavate" will be valid. Coll (2) working days before you dig. SHEET NO. C3.06 OF 12 t #1 � Ifi � ll � #fi w #I 1 ## .. r ... #+�.......r,.r. ... ... .i.rri...`p;rrrr .. .....�....... maw r �w _ .0 . — .._..Mm. ..� ..u_._.�.r .�....► _r.....� ... �.�NOWWWO AM -00. ......_rr r no,---�- �" �' .....: -- --,- ---� ---�" --- -- ` I I JEWETTA AVE 4 ## I � _ —— _ E �A�----------_«� ���='��_—_=____�_— --_�_�_�_�—�—__�X. GA--- ` — -- 77 • - ` --- kms- -- -- 3838 � _. ...... _. I �I �~ 36.4 . 36 36 \�t ;° ' ► j 1 �s'.1. 365 I t j —EX. PIMP LINE-- —,' r 1 l --y' `sV J. ISI i# 1001 12 N 2317933.96 ...� ;I i �6223534.9137 B NCO FIELD 3 , 362 - F 360 (I I W 1 to M M r i BRONCO MELD 10 .k ' t , ► s # 1 I. V 104 H 3 14 1i.1! Jill 1 CITY OF BAKERSFIELD, CALIFORNIA MATCHLINE SEE SHEET C3.08 PUBLIC WORKS DEPARTMENT Fife Name: Job No.: 3167 Date: 10-01--08 Drawn: DR Designer. dis ���rrrrn.r+rr�ri�rrN�rr� Checked By: MML do AS AERA PARK 100 JEWETTA AVE. REVISIONS II W1I DESCRIP TION BAKERSFIELD SOUTHWEST BASEBALL WATER NOTES INSTALL 3/4" SCHEDULE 40 PVC 32 LF WATER SERVICE ASTM B88-58; BEDDING PER C.O.B. STD. DTL. W-1. Q INSTALL 1-1/2" PVC, CLASS 150 104 LF DR18 AWWA C900 WATER LINE WITH 2 MIN. COVER, BEDDING,,PER C.O:B. STD. DTL. W-1. 4 INSTALL 1/2" SCHEDULE 40 PVC 5 LF WATER SERVICE ASTM B88-58, BEDDING, PER C.O.B. STD: DTL. W--1. M INSTALL HAWS DRINKING FOUNTAIN, 1 EA MODEL NO. 3177 AND HAWS SAND TRAP �i611 WITH VANDAL—RESISTANT STAINLEESS STEEL SCREWS, SEE .DETAIL ON SHEET C2.12. M CONSTRUCT 24" DIA. X 30" DEEP 1 EA WATER SUMP WITH 3Z4- GRAVEL WRAPPED IN FILTER FABRIC WITH 12" MIN. COVER. FOR DRINKING FOUNTAIN WASTE LINE. 11 INSTALL 2" X 3/4" TEE, 1 EA WITH THRUST BLOCKS PER C.O.B. STD. DETAIL W-2. 12 INSTALL 3/4" X 1/2- REDUCER. 1 EA 14 REMOVE EXISTING CAP AND CONNECT 1 EA NEW WATER LINE. MWI`J♦�LV}11}1:111 TEAM kt355EFi1 AERA PARK BAKERSFIELD, CA. E PT N 30 0 30 60 SCALE FEET KEYMAP a �' y, Section 4^216/4217 of the 5 N0. 71123 cn government code requires a r. EXP. 06/30/09 a dig. alert Identification number be issued before a \ * "permit to excavate" will be f t �valid c'If Coil (2):`.working days before you dig. DRINKING FOUNTAIN PLAN 10 1 SHEET NO. C3.07 OF 12 2 3 O Ch W W X C/) W W (1) W Z MATCHLINE SEE SHEET C3.07 Igo �,� IRA ` i Q) n NZ -6-559-1 . ..... .... • '� \• `\ �`�• \`�► \ it a►!�♦ ,�� �►+► ♦� • � � � - • ' it 002 0 PIK! d*kA 11W NORIO IM171 P OA MAN ♦ . • • • WE wo�' men left .AA A r441 'I Us h NA 4 Pi ��I INK CITY OF BAKERSFIELD,: CALIFORNIA MATCHLINE SEE. SHEET C3.09 REVISIONS No. DA TE j2? j3T 4T DESCRIP PON BAKERSFIELD SOUTHWEST 8 EB41L-WATER, NO M INSTALL 3/4" SCHEDULE 40 PVC: WATER SERVICE ASTM B88-58, BEDDING PER C.O.B. STD. DTL. W-1. M INSTALL 3/4" X 90- BEND, WITH THRUST BLOCKS PER C.O.B. STD. DETAIL W-2. M INSTALL 1-1/2" PVC, CLASS 150 � DR18) AWWA C900 WATER LINE WITH 2- MIN. COVER, BEDDING PER C.O.B. STD. DTL. W-1. M INSTALL 1/2" SCHEDULE 40 PVC WATER SERVICE ASTM B88-58, BEDDING, PER C.O.B. STD.DTL W-1. M INSTALL 3/4 0 X 11-1/4' BEND, WITH THROST BLOCKS PER C.O.B. STD. DETAIL W-2. INSTALL HAWS DRINKING FOUNTAIN, MODEL NO. 3177 AND HAWS SAND TRAP #6611 WITH VANDAL—RESISTANT STAINLESS STEEL SCREWS, SEE DETAIL ON SHEET C2.12. CONSTRUCT 24" DIA. X 30" DEEP WATER SUMP WITH 3/4" GRAVEL WRAPPED IN FILTER FABRIC WITH 12" MIN. COVER. FOR DRINKING FOUNTAIN WASTE LINE. 11 INSTALL 2" X 3/4" TEE, WITH THRUST BLOCKS PER: C.O.B. STD. DETAIL W-2. M12 INSTALL 3/4" X 1/2" REDUCER.. R M13 INSTALL 3/4- X 22-1/2' BEND WITH THRUST BLOCKS PER C.O.B. STD. DETAIL W-2. Ej] REMOVE EXISTING CAP AND CONNECT NEW WATER LINE. I LAND DEVELOPMENT _�,Jjj, TEAM AERA PARK BAKEPSFIELD, CA. KEY MAP, N.T.S. 30 0 30 60 SCALE FEET File Name: Drown: DR AERA PARK PUBLIC WORKS DEPARTMENT Job No.: 3167 Designer dls DRINKING FOUNTAIN PLAN Date. 10-01-08 Checked By. MML & AS 100 JEWETTA AVE. 435 LF 1 EA 38 LF 7 LF 2 EA 2 EA 2 EA 1 EA 2 EA 1 EA 1 EA Section 4116/4217 of the government : code reclines a dig alert Identification number be::lssued before a *permit to, excavateo will be valid. Call (2) working Boys before you .dig. SHEET NO. C3.08 OF 12 2 3 MATCHLINE SEE SHEET C3.08 (0 0 W W or co W W C0 W z W I Lin M22*AIEVISIONS No. I DA TE '43 7 1 DESCRIP TION AKERSFIELD SOUTHWEST BASEBALL WATER -NOTES INSTALL 1-1/2 " PVC, CLASS 150. DR18AWWA C900 WATER LINE WITH MIN. COVER, BEDDING PER C.O.B. STD. DTL. W-1. M INSTALL 1/2" SCHEDULE 40 PVC WATER SERVICE ASTM B88-58, BEDDING, PER C.O.B. STD. DTL. W-1. M INSTALL 1-1/2" X 22-1/2' BEND, WITH THRUST BLOCKS PER C.O.B. STD. DETAIL W-2. rmm--4 7 1 INSTALL HAWS DRINKING FOUNTAIN, MODEL NO. 3177 AND HAWS SAND TRAP #6611 WITH VANDAL—RESISTANT STAINLESS STEEL SCREWS, SEE DETAIL ON SHEET C2.12. CONSTRUCT, 24" DIA. X 30" DEEP WATER SUMP WITH 3/4" GRAVEL WRAPPED IN FILTER FABRIC WITH 12" MIN. COVER. FOR DRINKING FOUNTAIN WASTE LINE. M INSTALL 2- X 1-1/2" TEE, WITH THRUST BLOCKS PER C.O.B. STD. DETAIL W-2. 10 INSTALL 1-1/2 to X 1TEE) WITH THRUST BLOCKS C.O.B. STD. DETAIL W-2. r175 INSTALL END CAP &—we" LAND DEVELOPMENT TEAM AERA PARK BAKE11SPIELD, CA. FpT 30 0 30 60 SCALE FEET KEY MAP 172 LF 15 LF 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA Section 4216/4217 of the government code requires a dig alert identification number be Issued before a 'permit to excavate will be valid. Call: (2) working days before you dig. File Name: Drawn: DR AERA PARK SHEETNO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Designer: d1s 100 JEWETTA AVE. DRINKING FOUNTAIN PLAN C3.09 OF 12 I IDate: 10-01-08 1 Checked By. MML & AS ■ 4 ; - LV fir. \\ \ _€ S1 �� r V � j �rt€s a� 4 25 F22 TF 1* i C) Y 9 --� ._._ TF TF I.1� t�.vti.�"' �r a�" � t vlt r r .,�� :�� t rr ■ 'i -t 94 17 G26 34 G9 17 TF 11/� TF File Name: Drawn: .CITY OF BAKERSFiELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: Date: Checked By MMI 1PER ZE . REDUCED PRESSURE BACKFLOW, PRESSURE REDUCING VALVE, AND SURGE TANK TO BE PLACED ON PARKP YINTHiSAREA. FOR Z 2 25 G3 TF 1■ 34 G2 TF 11/2' 2,5 G1 TF 1" IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL. NO. VM NOZZLE SIZE & TYPE F I H Q A �p 5' Rain&rd 1806 -SAM -PRS V --H, Q Q (,,�, � & Rainard 1806 -SAM -PRS V-F,H,Q,V @) B V 8 10 RaInBird 1806 -SAM -PRS 10'-F,H,Q,V ® @ g 12' Raked 1806 -SAM -PRS 12-F,H,Q,V �} 8 1S RaMrd 1806 -SAM -PRS 16-F,H,Q,V 'ab V 5 RainBird 1812 -SAM -PRS S -H, Q O y O V RainBird 1812 -SAM -PRS 8'-F,H,Q,V 10 RahBird 1812 -SAM -PRS 1 U-F,H,Q,V Q 12 RainBlyd 1812 -SAM -PRS 1 Z-F,H,Q,V ® ti/ 15' RalnBlyd 1812 -SAM -PRS 16-F,H,Q,V • RainBird RWS-BG02 (50 GPM)- (2) Per Tree 0 RainBird 1401 on 1806 - PA -80 ' Rain&rd 5012-S-PL-FC-SAM-PRS•SS-3.0 LA 36 26 RainBird RainBlrd 5012 S -PL -PC -SAM -PRS -SS -3.0 LA 5012-S-PLPC-SAM-PRS-SS-1.0 LA l:1 35' RainBird 5004 -PL -FC -SAM -PRS -SS -3.0 LA 35' RainBird 5004 -PL -PC -SAM -PRS -5S -3A LA 23 RainBird 5004 -PL -PC -SAM -PRS -SS -1.0 LA 39 RainBird 7005-FCSS-SAM-04 39 RainBird . 7005 -PC -SS -SAM -04 3� 49" Ram&rd 7005 -FC -SS -SAM -08 4W RainBird 7005 -PC -SS -SAM -08 4 59 RalnBird 7005 -FC -SS -SAM -12 M RainBird 7005 -PC -SS -SAM -12 a P.WnBird F4-�HS-12 Infield Spray Down O 6V RainBird 7005-FC-SSSAM-16 66 RainBird 7006 -PC -SS -SAM -16 591 RainBird F4 -PC -SS -HS -18 Infield Spray Down �M New Water Meter- 6' ® Febco Reduced Pressure Backflow w/ strong box stainless steel enclosure Rainbird Water Pressure Booster System 0 Wessels Surge Tank Modei#iNL.A 200 Berrnad Bermad 400-6 PRV ►� - Brass Gate Valve - Line Size O Watts #815-4 BG -NO -SV MO -F -Normaly Open Q Watts #815-4SA-BG-NC-SV M0+ -Normally Closed Q RafnBkd FS200P, Fiow Sensor C RainBird SLAC Quick Coupler Valve RalnBird PEB-PRS-D Control Valve King Bros. Line Size Check Valve RainBird ESP -SAT Controller. See POC sheet for information. AG Products AirNacuum Relief Valve — .. Mainline Lateral Line — — - — _ — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter -- — — — -- — -- — — •— -- 6dsting Mainline Existing Irrigaation valve COMMUNICATION CABLE Comrritxtication Cable: CCU and all controller located Inside building as wail mount. Connect PE -89 from CCU to each controller. IRRIGATION VALVE CALLOVt: --- -Statirm No. X.._ -----GPM �( X -----�— Pian#Type Valve Size LATERAL UNE SONG CHART 3/4' 1 15 NOM ---H— '11/44 € OICALTICK tfF-- —1 1/2" SM� BE �"�' 2' NINU t PIPE SM €s ]— 21/2' IV$- -- H 3' HeVISIONS No. DA TE *�� / / DESCRIP TION EPTDESIGN landscape arehiteeture I urban dasion I planning 844 East Green Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 www.eptc6ign.com X V3 M9 �4ation ate (PJ9 03 -Dee � TF OF CAO IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL. BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET L2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK NORTH 0 7.5 15 30 80 FEET r �o N KEY MAP N. . jmjpu�( ��t:OR E yo j'' �Englnears (i osserr€ CLQ- o o€€€Y---...._ e00-422-'% Section 4216/4217 of the government code requires a dg alert kfentificabon number be Issued before a'permit to excavate' YA be vaid. Call (2) wofto days before you dig. AERA PARK LANDSCAPE IRRIGATION. PLAN JEWETTA AVE AT STOCKDALE HWY 10OX CONSTRUCTION. DOCUMENTS- 3rd CITY SUBMITTAL 02-21-081 1 �4 W J U Q~ Q 014! 64 4 TF 64 48 TF 64 4 TF 53 12/G3 17/G30 10 TF 1' TF 1' TF 25/G33 36/G31N 25/1 TF 1p TF 11/2" TF 111111111 sstss sass r 50 TF 59) 13 CITY OF BAKERSFIELD, CALIFORNIA, 25 TF 19 INFIELD BYPASS SWITCH. THE VALVES THAT OPERATE THE HiGH SPEED INFIELD SPRAY DOWN ROTORS ARE TO BE CONNECTED TO THE INFIE117 19 19 24 H23 H2O 4 TF 1. \__n/TF 25 H22 TF /H19\36 11/2 TF 28 H21 1 p TF 1" TF 1 e TF 1 w file Name: _ PUBLIC WORKS DEPARTMENT Job No.: 3167 Date: �H17 37 i 11/2" TF In n] ...16 -. H1 �i 36 11/2" TF 48 TF H13 48 \IL/2/1TF <<T IRRIGATION LEGEND SYMBOL RAD. MANF. D 24 H23 H2O 4 TF 1. \__n/TF 25 H22 TF /H19\36 11/2 TF 28 H21 1 p TF 1" TF 1 e TF 1 w file Name: _ PUBLIC WORKS DEPARTMENT Job No.: 3167 Date: �H17 37 i 11/2" TF In n] ...16 -. H1 �i 36 11/2" TF 48 TF H13 48 \IL/2/1TF <<T IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL. NO. WITH NOZZLE SiZE do TYPE F I M fl A 4 m V RainBird 1806 -SAM -PRS 5'-H, Q 0 b 0 & Rainard 18X6 -SAM -PRS 8'-F,H,Q,V Qa e 8 10 RainBird 1 W& SAM -PRS 1 (7-F,H,Q,V ® e g 12 RalnBird 1806 -SAM -PRS 12'-F,H,Q,V b 8 15' RainBird 1806 -SRM -PRS 15'-F,H,Q,V 844 Bog Green Skeet, Ste. 201 c� Q & RehBird 1812 -SAM -PRS 6-H, Q C) y O V RainBird 1812 -SAM -PRS 8'-F,H,Q,V 10 RainBird 1812 -SAM -PRS 10'-F,H,Q,V ® V . `Vj 12 RainBird 1812-MWPRS 12'-F,H,Q,V ® V V V 15' RainBird 1812 -SAM -PRS 15'-F,H,Q,V • RainIN RWS-BG02 (.50 GPM)- (2) Per Tree 0 RainBird ' 1401 on 1806 - PA -80 Oj 1 39 RafOrd 5012 -S -PL -FC -SAM -PRS -SS -3.0 to 35' 25' RainBird RaMrd 5012 -S -PL -PC -SAM -PRS -SS -3.0 LA 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA 1 35 Rain&rd 5004 -PL -FC -SAM -PRS -SS -3.0 LA 3.9 RainBfrd 5004 -PL -PC -SAM -PRS -SS -3.0 LA 25 RainBird 5004 -PL -PC -SAM -PRS -SS -1.0 LA 2U 39' RaMid 7005 -FC -SS -SAM -04 39' RaMrd 7005 -PC -SS -SAM -04 3 49' RaInBird 7005-FC-WSAM-08 49' RainBird 7006 -PC -WW -08 4 U 4 59' RaWkd 7005 -FC -SS -SAM -12 5g RainBird 70054PC-$.S-SAM-12 53' RainBird F4 -PC -SS -HS -19 Infield Spray Down I s� (� W RainBird 7005 -FC -SS -SAM -16 65' RainBird 7005 -PC -SS -SRM -16 59RairiBird F4 -PC -SS -HS -18 infield Spray Down M - New Water Meter 6' Febco Reduced Pressure Bacfdiow w/ strong box stainless steel enclosLre Q Rainbird Water Pressure Booster System Q Wessels Surge Tank Modei#rNLA 200 Bermad Bermad 400-G PRV ►� - Brass Gate Valve - Line Size Q Watts #E815-4SA-BG-NO-SV-MO-F -Normaly Open Q Watts #1815-4SA-BG-NC-SV M0-F -NorrnO/ Closed Q RainBird FS200P, Flow Sensor RahBird SLRC Quick Coupler Valve RainBird PERS-D Control valve " wng Bros. Line size Check valve FC RainBlyd ESP -SAT Controller. See POC sheet for information. AG Products AirNacuum Relief Vabre ----------- Mainline Lateral Line .—. — — — — — — — — — — -- -- -- — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter -- -- — — — -- —+ — — -- --- Existing Mainline Existing irrigation Valve COMMUNICATION CABLE Communication Cable: CCU and all controller located inside building as wall mount. Connect PE -89 from CCU to each controller. IRRLGATLON VALVE CALLOUT : Station No. X X X._ -------GPM �� � X Piant Type valve size LATERAL UNE SIZING CHART 3/4' —"}— 1" NOTE 1HELME ALSIM WO —}}-- 11/48 ODMIL,rias --fit+-1 112' � ae �— 2' E Sl7i tS tNMYMUM PR �E 2112' Y4"- 31 REVISIONS No. DA TE 2 / / 4 / / DESCRIP TION EPTDESIGN landscape architecture i urban design I planning 844 Bog Green Skeet, Ste. 201 41 Pasadene CA 91101 s �Q J� Q-05-0Date F T 1626.795.2008 F 1626.795.2547 OF CAL\\ _ www.opk6sign.com IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS iS FOR DESIGN CLARIFICATION ONLYAND SHALT. BE INSTALLED iN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEEP L2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND PONT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK 0 17.5115 130 60 FEET NORTH 0 a N KEY MAP N.. E�JJL 05? 1W =a2' ., 33 800-422-41 Section 4216/4217 of ft gammment code requires a dig alert idenBficatbn number be issued before a'perrnit to excavate' will be valid. Cal (2) wort ft days before you dig. Drover,::; AERA PARK Engineer:.' LANDSCAPE IRRIGATION PLAN Checked ,By.: -MML ' ' JEWETTA AVE AT STOCKDALE HWY 1007. CONSTRUCTION DOCUMENTS- 3rd CITY SUBMiT-t"AL 02-21-08 0 1 X2.02 _F 1 1 .. Y 64 E18 TF 11/211/ M 48 E21 TF 11/2' 48 F-20 TE 1 1/2' 48 E19 • Y AY" i{ t � 28 E4 TF o`= 64 E23 TF 1 1/2' SEE SHEET L2.02 INFIELD BYPASS SWITCH, THE VALVES THAT OPERATE THE HIGH SPEED INFIELD SPRAY DOWN ROTORS ARE TO BE CONNECTED TO THE INFIELD BYPASS SWTfCH PER DETAIL DA2.13. PLACEMENT OF SWITCH IS TO BE DETERMINED BY OWNER4ANDSCAPE ARCHITECT. 48 �--TF 23f tz7 F29 � 9 . lot .t 1 i, t } � •tl - if 1 f � 13 TF\_!L/ ' d' `✓ . 34 F2 112" �� TF1 29 E1 ♦ V TF 1" 1 _ N _ I ., A ,r \ 5 5 :k r d' 6 1 S rn 3 7." lie '::; J• ;i is ,_ - . H ... rs w, a 2 21 2 , n I Yrr ,/• .w} y it i t ;; I t 1 f .._:"-_.... - ..i --_.a - t 3 s.•LT:,1�., a.'d••• t :. 't •. � :I t . moi•` ; : - :: . S - , 3 ; 1$D31 27 T9 , TF 1" TR 1" 40/=\ 38/D29\ 27 D27\ _ TF 11/2' TF 1112" TF 1' 40 D29 42 D28 30 D26 IF 11/2" TF 11/2' TF 11/2' IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F I H Q A q� Qr V RainBlyd " 1806 -SAM -PRS V -H, Q Q b g 8' RainBird 18WW-PRS 8'-F,H,Q,V f+7 ® 8 10 RainBird 18W.SAM-PRS 10-F,H,Q,V ® e g 12' RalnBIrd 1806SAM-PRS 12`-F,H,Q,V a 8 15' RalnBird 1806 -SAM -PRS 15'-F,H,0,V a Q' V RainBird 1812 -SAM -PRS 5'-H, Q V O 8' RalnBird 1812 -SAM -PRS 6-F,H,Q,V (D 4' 10' RalnBirdd 1812 -SAM -PRS 10'-F,H,Q,V V . V 12' RainBird 1812 -SAM -PRS 12-F,H,Q,V V 15` Rair&d 1812 -SANT -PRS 15' F,H,Q,V • FtainBird RWS-BG02 (.50 GPM)- (2) Per Tree 0 RainBird 1401 on 1806 - PA -80 Q, 1 36' RainBIrd 5012 -S -PL -FC -SAM -PRS -SS -3.0 LA 36' RainBird 5012 -S -PL -PC -SAM -PRS -SS -3.0 LA 25' RaInBird 501 2 -8 -PL -PC -SAM -PRS -SS -1.0 LA 0 �i 6-26 85' RainBird 5004-PL+C-SAM-PRS-SS-3.0 LA 36 RainBlrd 5004 -PL -PC -SAM -PRS -SS -3.0 LA RainBird 5004-PL--PC-SAM-PRS-SS-1.0 LA 0 2 39 1RainBird 7006 -FC -SS -SAM -04 39 RainBlyd 7006 -PC SS -SAM -04 0 49' Ra{nBird 7005 -FC -SS -SAM -08 49" RainBkd 7006 -PC -SS -W-08 4 4 4 69 RatnBird 7005 -FC -SS -SAM -12 69 RainBird 7006 -PC -SS -W-12 53' RainBird F4 -PC -SS -HS -12 Infield Spray Down 5W 5 (kll I RainBird 7005 -FC -SS -SAM -16 65' RainBird 7005 -PC -SS -SAM -16 69' RainBlrd F4 -PC -SS -HS -18 Infield Spray Down O- New Water Meter- 6" 0 Febco Reduced Pressure BacKow w/ strong box stainless steel enclosure O Rainbird Water Pressure Booster System Q Wessels Surge Tank Model#NLA 200 Bermad Bermad 400-G PRV ►� - Brass Gate valve - Line Size o Waw #816-4SA-BG-SV-MO-F -Normally Open O Watts #816-4SA BG -NC -SV MO -F -Normally Closed RaInBird FS200P, Flow Sensor RainBlird 5LRC Quick Coupler Valve Rair8rd PEB-PRS-D Control Valve � King Bros Line Size Check Valve RainBird ESP -SAT Controller. See POC sheet for information. AG Products AlWacuum Relief Vann - �• •- -• �,• -• -• •- - •• - Mainline Lateral Line - - _....-...,._ - - - - - - - - - - - - - - - - Schedule 4Q PVC Sleeves -size to be two (2) times the pipe diameter -» -- w- t-+ �- -- -- - -- --..- l5dsting Mainline ! E)dsdng irrigation Valve COMMUNICATION CABLE - - - - Communication Cable: CCU and all controller located Inside building as well mount. Connect PE -89 from CCU to each controller. IRRIGATION VALVE CALLOUr. - Station No. GPM ��— Plant Type Valve Size LATERAL UNE SIZING CHART 3/4' 1" NM- THE Ate+ SM --+i+-1 11//42' BETWEN a/X--x 1 09=4t �s ee } � MMdUMfiPES'QEiS EE 21/2' FZHVISIONS No. DA TE ,2? :�3 EPTDESIGN landscape, arehiteoure I urban design I planning 844 East Green Street, Ste. 201 Pasaderw, CA 91101 T 1 626.795.2008 F.1 ,626.795,2547 www.opk6ign.com opk6ign.com DESCRIP TION --a win � 'tdDOfl iC lF OF CAL �FCR IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET L2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK 0 t 0 o o 0 0 V D o t N KEY MAP N. . i WAD �EfORE owe o ROSS m (l aaoa 33 800-422-A1 Section 4216/4217 of the government code requires a dg alert identification number be issued before a'permit to excavate' wig be valid. Cali (2) woA ft days before you dig. File Name: Drawn: - CITY OF BAKERSFIELD, CALIFORNIA PUBLIC AERA,PARK WORKS DEPARTMENT Job No.: 3167 Engineer: , date: checked ..B :MML JEINETTA AVE .AT STOCKDALE HWY LANDSCAPE IRRIGATION PLAN L2,03 ..., . 10,0/ CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 Ad 5A27 1 TF 1 28/ A6 \ '� 9 TF 23 J' : 6l A8 34 A11 48 11/2" TF 11/2" TF �72,i JEWETTA AVENUE, X2(ik. 1'r B1 5 A29 37 1 TF 1.Tr1" TF 84- TF x1 13- . X16 27 A26 42 1' TRI ' : B2�A27\4523 X15 5 I 4 w/A10\25 .„ SB 11/2" TF SB A26 32 ". . 7.7 11•-- .__ ..._-. -'_' '^ � s_ --- -" _'_ _ ' ..-_. _ _ _ » — __ ._ .. .- .._ _...._ _ _ _ _ _ _ - ._ ,_ � ._ _ _. _ _ _... ._ _ _ ..._ .._._ _ _' _. moi.' A.1 _••^...•'-T f'S � _. __ .._ ► ._. _ �._..._.. — — ___ -_ --=`"�_�. _ .'- 3 �--_-..___-.- •''~- ___ ..•` -•'may=� � � _-_ _. �.a[._'. '.<�� i.�...�-�.,::...,:.-. �•y TS J✓"/'���� �-,-.�'.�'' � :� i � �—.� iii ' i r• / Z i ' , �� 1 i; � , i; Lij J i�l Jr t I 31 B21 TFI\1 1/2" . Q 4 CITY OF BAKERSFIELD, CALIFORNIA SEE SHEET L2.05 34 A25 27/A23 28 TF 11/2" TF 1" TF 14 A24 48/A22 34 TF 1" TF 11/2" TF File Name: PUBLIC WORKS., DEPARTMENT. Job No.: 3167 Date: 50V112'j 23 TFSB 34TF Drawn.- Engineer:~ Ch eckecf`"'B y: '=,' M M L -�-A \34 .. __.� 1 1/2" TF a L /B4 \ 34 I . /B5 \51 11/2" TF M BIS 34 TF B7 14 IRRIGATION LEGEND SYMBOL. RAD. MANF. MODEL NO. WRH NOZZLE SIZE & ME FH O A m m 5' RainBkd 1806 M -PRS V -H, Q O b 8 V RalnBkd 1806 -SAM -PRS V-FH,Q,V Q ® (*) g 1U RainBkd 103 -MM -PRS 10-F,H,Q,V 19 e ( g 12 RainBkd 180&W -PRS 12-F,H,Q,V C - b 8 16 RalnBird 180&W -PRS 16-F,H,Q,V <► V V RalnBlyd 1812 -SAM -PRS &-H, Q O V RainBird 1812 -SAM -PRS &-FH,Q,V (D r j7 10' RalnBird 1812 -SAM -PRS 1 U-FH,Q,V 12 RainBird 1812 -SAM -PRS 12-F,H,Q,V 15 RainBkd 1812 -SAM -PRS 1 &-F,H,Q,V RainBkd RWS-BG02 (.50 GPM)- (2) Per Tree O RalnBkd 1401 on 1806 - PA -80 . 1 36 RainBkd 5012 -S -PL -FC -SAM -PRS -SS -3.0 LA 35' RainBird 5012-S-PL4PC-SAM-PRS;SS•3.0 LA 25 RainBird 5012 -S -PL 1.01A i t 35' RainBird 5004 -PL -FC -SAM -PRS -SS -3.0 LA 36 RalnBkd 5004-PL4PC-SAM-PRS-SS'3.0 LA 25 RainBhd 5004-PL4PC-SAM-PRS-SS-1.0 LA U2 39' RainBird 7005 -FC -SS -SAM -04 39 RainBird 7005 -PC -SS -SAM -04 O 3 49" RainBkd 7005 -FC -SS -SAM -08 49' RainBiid 7005 -PC -SS -SAM -08 4 4 4 59 RalnBTrd 7005 -FC -SS -SAM -12 59' RainBNd 7005 -PC -SS -SAM -12 53' RalnBird F4 -PC -SS -HS -12 Infleid Spray Dow 5 ti 65 RalnBkd 7005 -FC -SS -SAM -16 65 RalnBkd 7005 -PC -SS -SAM -16 59' RalnBird F4 -PC -SS -HS -18 Intieid Spray Down - New Water Meter- 6' Febco Rimed Pressure Baddfow w/ strong box stainless steel enclosure (D Rainbird Water Pressure Booster System Q Wessels Surge Tank Modei#NLA 200 Bermad Berrnad 400-6 PRV ►� - Brass Gate Valve - Line Size Watts 815-4SA-BG-NO-SV MO -F -Normally open Q Watts #815-4SA BG -NC -SV M0 -F -Normally Closed Q RairOrd FS200P, Flaw Sensor 4) RWrOrd SLRC Quick Coupler valve RainBird PEB-PRS-D Control Valve i6r1g Bros. Line Size Check Valve Ralr0rd ESP -SAT Controller. See POC sheet for information. AG Products AkNacuum Relief Valve ------------ Mainline Lateral Line — — — — — — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter — •- — .• •.� .- ... — — .- ... Existing Mainline E)dsting Irrigation Valve COMMUNICATION CABLE Corr municadon Cable: CCU and all controiler located Inside building as wall mount. Connect PE -89 from CCU to each controller. IRRIGATION VALVE CALLOUT: —Station No. .._.----GPM -. _.`— Plant Type (t)!x Valve Size LATERAL LINE SIZING CHART 3/4' -- "� '— 1" NOM THE LATERAL SIZE ---{f-- 1 1/4' SETWEENMO -1 1/2' � s see 2 PPESMIS �_ 21/2' -- H 3' i f , REVISIONS No. DA TE 2T 13 4 DESCRIP TiON f EPTDESIGN landscaps arc thwun i urban desrgn I planning 844 East Green Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F ( 626.795.2547 www eplde ign.com IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET L2.09 FOR ADDITIONAL INFORMATION ON MATERtALS, LEGENDS, NOTES, AND POINT OF CONNECTION, REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. Section 4216/4217 of alta govemment code requires a dig siert identification number be Issued before a'perrTA to ecav W wll be vald. Cal (2) worlatg days before You dg. AERA PARK LANDSCAPE IRRIGATION PLAN JEWETTA AVE: AT STOCKDALE HWY 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 0 N KEY MAP iWMi JPr� E OSSETTI i .77 \48 36 B12 19 B11 /B19\13 /B17\30 /A13 /BI4\ 32 PUMP ENCLOSURE ENLARGWENT -SEE SHEET L2.10 sB \1 L/2 jl*" 1 1/2a TF is SB is SB B20 \28 B15 9 THE IRRIGATION BOOM -PUMP SHALIL BE INSTAIJ.IED IN THE Ai 5 31 PUMP ROOM PER PLAN. ALLVALVE BOXES -SHALL BE M1ALLED /B18 \16 B16 6 in S A14 48 B13 50 /A,16\4 IN SI-IRUB AFEk REFER TO SHEET LP -09 FOR MORE \__n/TF INFORMATION. \Z JTF lit TF TF 1 1%2a TF SIM SH L2.04 "FL/ J., I IT Aw �, '\ `0� mmmmmms 1mmmm1m 11011111 MISSION, 111111111 In ssmmmss asmsimi -Now ONM 11111011 snow Mown 1111"NOW it Sam 1010001 CV 4 ------- 3 I" two A. A 3 U. - 2T P Wo mw am I L o:. T4 \28 ' , /TF1 H23 24 1. til TF V : 11B S 4 TF .7 J amp —ANN - 7 4 23 T11 TR two. N Al < > < 1< >\ % < A M LLJ 4r' r— ALL CONTROLLERS SHALL BE WALL. MOUNTED ADJACENT M THE CCU IN THE MAIN CONCESSION BULDINQ FINAL LOCATION SHALL BE D1FEq7IED BY CITY STAFF CONFIRM ALL COMMUNICAMON WRING SLEEVING PF40R TO PLACEMENT OF HARDSCAPE. CITY OF 7*7I 1114 7n j7( if + A TI: % 19` 1 jjj A ii f X330 36'.14 11 B28ILI I�Jl /B 33 \12 27 -29 t it 11 SB SB 1 ,,TF if /D11\19 . ......... • fro Out T B am sm Mw at* om GMMM L W \19 # B A D13 16 SB Y _o # 3 PINTO FIELD 3 3 3 g if I II3 011111 1011110 mmmwi NNW �04 Ah SEE SHEET moe H8 /H10\15 C1 \215 /D10\25 1a SB 1a SB isWTF is TF H7 \20 H9 \10 C2 \25 D9 25 is JSB in SB in T9: IRRIGATION LEGEND' SYMIXX P". MMIF. MODEL. NO. WITH 140=2 SIZE & TYPE kVRaInBd 1806 -SAM -PRS VLH, Q OESCRIP TION b.6 5 & TS 1806 -SAM -PRS W-FH,QV ������L� landscape ambhftftiv I urban design I planning (j).- 10 RalnBlrd 1806 -SAM -PRS i(Y­FH,aV to Pawkw, CA 71101-05-0 E) d) 6 12! RoJnBkd 1806 -W -PRS 1Z-FH,QV C 1.9 RaInBird 1806 -SAM -PRS 1V-FH,,Q,V H lip lqk If V RednBkd 1812 -SAM -PRS VLH, Q V RalnBIrd 1812 -SAM -PRS &+,HAV i(y RaInBkd 1812 -SAM -PRS 10-FH,aV 12 RaInBird 1812 -'SAM -PRS 12-FH,QV iv I ftnBkd 1812 -SAM -PRS 15'-FHQV FtWnE*d RWS-BG02 (.60 GPM)- (2) Per Tree 0 1 RalnBlrd 11401 on iffiS - PA -80 O 3wy Ra]nBkd 6012 -S -PL -FC -SAM -PRS ­S".0 LA W RainBkd •11Y .0 0 2.9. RalnBlrd 6012-S-PL4r,-SAM4*G-SS-1.0 LA TB10\37 129 LA 35 L^ RaInBkd 5004 -PL -PC -SAM -PRS -SS -1.0 LA 39' RaInBkd 7006 -FC -SS -SM -04 39 RaInBird 7005 -PC RS -SAM -04 3 491 REdnBkd N 1 1/2s/SB 490 RainBkd 7005 -PC -SS -SAM -08 69 RednBkd 7005 -FC -SS -SAM -12 69' RahM 7006 -PC -SS -W-12 ST RednBird F4 -PC -SS -HS -12 Infield Spray Down w RaInBlrd if W RainBird 7005 -PC -SS -SAM -16 r)w RaInBIrd F4 -PC -SS -HS -18 Infield Spray Down New Water Meter- 61 Febco Reduced Pressure Backfiow w/ strong box stEdniess steel enclosure Ralnblrd Water Pressure Booster System Wessels 'Surge Tank Model#NLA 200 WB24 Bermad Bermad 400-G PRV Brass Gate Valve - tine Size favv Watts #8j64&4L-l3G­N0-SV-M0-F -NormallyOpen Waft #816-4M-BGW,-SV-M0-F -Normally Closed 57 RaMrd FS200P, Flow Sensor .7, Rai id 6LRCQuick Coupler V" RWnElrd PEB+RS-D Control Valve IQng Bros. Line Size Check Valve ti RaInBlrd SEI AG Products AlWacuum Parof Valve Mainline Lateral Line — — — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves --size to be two (2) times the p1pe diameter Existing Mainline tt% Existing Irrigation Valve COMMUNICATION CABLE communigA&I Cale CCU and all controller located Inside building as wall mount. Connect PE -89 from CCU to each controller. "..IRRIGATION VALVE CAU.OUT-. Station No. /X_X)X_—GP`M Plant TypeSMITMISME Valve sizeMHUMITESIMS LATERAL UNE SIZING CHART 3/40 ' ill NO e. 7M LARM SM 11 11/40 WrWEEN M ownCALM 11/2, MAMISHALLSE 1 2112'4 4­ 7*7I 1114 7n j7( if + A TI: % 19` 1 jjj A ii f X330 36'.14 11 B28ILI I�Jl /B 33 \12 27 -29 t it 11 SB SB 1 ,,TF if /D11\19 . ......... • fro Out T B am sm Mw at* om GMMM L W \19 # B A D13 16 SB Y _o # 3 PINTO FIELD 3 3 3 g if I II3 011111 1011110 mmmwi NNW �04 Ah SEE SHEET moe H8 /H10\15 C1 \215 /D10\25 1a SB 1a SB isWTF is TF H7 \20 H9 \10 C2 \25 D9 25 is JSB in SB in T9: REVISIONS No. IRRIGATION LEGEND' SYMIXX P". MMIF. MODEL. NO. WITH 140=2 SIZE & TYPE kVRaInBd 1806 -SAM -PRS VLH, Q OESCRIP TION b.6 5 & ftn&d 1806 -SAM -PRS W-FH,QV ������L� landscape ambhftftiv I urban design I planning (j).- 10 RalnBlrd 1806 -SAM -PRS i(Y­FH,aV to Pawkw, CA 71101-05-0 E) d) 6 12! RoJnBkd 1806 -W -PRS 1Z-FH,QV C 1.9 RaInBird 1806 -SAM -PRS 1V-FH,,Q,V lqk If V RednBkd 1812 -SAM -PRS VLH, Q V RalnBIrd 1812 -SAM -PRS &+,HAV i(y RaInBkd 1812 -SAM -PRS 10-FH,aV 12 RaInBird 1812 -'SAM -PRS 12-FH,QV iv I ftnBkd 1812 -SAM -PRS 15'-FHQV FtWnE*d RWS-BG02 (.60 GPM)- (2) Per Tree 0 1 RalnBlrd 11401 on iffiS - PA -80 O 3wy Ra]nBkd 6012 -S -PL -FC -SAM -PRS ­S".0 LA W RainBkd 6012­S,-PL­PC4AM-PRS-SS-3.0 LA 2.9. RalnBlrd 6012-S-PL4r,-SAM4*G-SS-1.0 LA 05004-PL-FC-SAM•PRS-SS-3.0 129 LA 35 L^ RaInBkd 5004 -PL -PC -SAM -PRS -SS -1.0 LA 39' RaInBkd 7006 -FC -SS -SM -04 39 RaInBird 7005 -PC RS -SAM -04 3 491 REdnBkd 7006 -FC -SS -W-08 490 RainBkd 7005 -PC -SS -SAM -08 69 RednBkd 7005 -FC -SS -SAM -12 69' RahM 7006 -PC -SS -W-12 ST RednBird F4 -PC -SS -HS -12 Infield Spray Down w RaInBlrd 7005 -FC -SS, -SAM -16 W RainBird 7005 -PC -SS -SAM -16 r)w RaInBIrd F4 -PC -SS -HS -18 Infield Spray Down New Water Meter- 61 Febco Reduced Pressure Backfiow w/ strong box stEdniess steel enclosure Ralnblrd Water Pressure Booster System Wessels 'Surge Tank Model#NLA 200 Bermad Bermad 400-G PRV Brass Gate Valve - tine Size favv Watts #8j64&4L-l3G­N0-SV-M0-F -NormallyOpen Waft #816-4M-BGW,-SV-M0-F -Normally Closed RaMrd FS200P, Flow Sensor C Rai id 6LRCQuick Coupler V" RWnElrd PEB+RS-D Control Valve IQng Bros. Line Size Check Valve RaInBlrd ESP -SAT Controller. See POC sheet for Information. AG Products AlWacuum Parof Valve Mainline Lateral Line — — — — — — — — — — — — — — — — — — — Schedule 40, PVC Sleeves --size to be two (2) times the p1pe diameter Existing Mainline Existing Irrigation Valve COMMUNICATION CABLE communigA&I Cale CCU and all controller located Inside building as wall mount. Connect PE -89 from CCU to each controller. "..IRRIGATION VALVE CAU.OUT-. Station No. /X_X)X_—GP`M Plant TypeSMITMISME Valve sizeMHUMITESIMS LATERAL UNE SIZING CHART 3/40 ' ill NO e. 7M LARM SM 11 11/40 WrWEEN M ownCALM 11/2, MAMISHALLSE 1 2112'4 REVISIONS No. I DA TE OESCRIP TION EPTDESIGN ������L� landscape ambhftftiv I urban design I planning 8" Fast Crew sere*, Sle 201 to Pawkw, CA 71101-05-0 DM TF T 1626.795.2008. f 1626.795.25A7 OF CAL -It www.epldeeqn.com IRRIGATION NOTE. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLYAND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WrrH THE VARIOUS DETAILS. SEE SHEET L2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAI. REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK Wr NONORTH10 17.6115 130 160 FEET O -422- Seofon-4216/4217 of the gmement code mqjm a dig akmt dendfIcabon nwriber be Impied before a 'perrNt to OCMW wig be valid. Cel (2) viol ft days before you dig. KEY MAP OSSMI urowrl. BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 PARK� LANDSCAPE IRRIGATION PLAN Date: Checked, By,.,'MMM, JEWETTA� AVE,�AT STOCKDALE HWY x.05 1007. CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 J v 25 H2 SB 1 r 8 H1 SB , 1s Cc3 . 25 25 H4 4 H6 SB 1 • SB .1 • --� -- / cis \34 SB 1• TF 1" T8 12 25 TF 34. TF C5-.- 18 1" TF SEE SHEET L2.06 C4 1°9 D5 \34 1" SB 11/2• SB �-� D6 17 T,— \25 INFIELD BYPASS WCH, THE VALVES THAT OPERATE THE HIGH SPEED INFIELD SPRAY i DOWN ROTORS ARE To BE CONNECTED TO THE INFIELD ONVAQ4-OA/WF U'=D!1r-SAN,nfi01a i1AnQAG9.rrncC4ART^ule I i fe saw 000000 200001 Imam II { IRRIGATION LEGEND SYMBOL RAD. MANE. MGM. W. WITH NOZZLE SIZE S TYPE F H 1 Q A m V RainBird 1806 -SAM -PRS V -H, Q ?5 o.; b�� 8` Rsirard 1806 -SAM -PRS W-F,H,Q,V t © 8 v v 10 I.RaInBird 1806 -SAM -PRS 1a-F,H,Q.V ® e (5 12` 1 RaInBlid 1806 -SAM -PRS 12-F,H,Q,V 16 RainBird 1806 -SAM -PRS 1 F-F,H,Q.V v► V S RainBrd 1812 -SAM -PRS 5'-H, Q O V `' V RWr&rd' 1812 -SAM -PRS R-F,H,Q,V 10' Ralr8rd 1812 -W -PRS 1 U-F,H,Q,V ®• r ` 12 RainBlid 181.2 -SAM -PRS 1 Z-F,H,Q,V ® 15' RalnBird 1812 -SAM -PRS 1&4H,Q,V • Rair8rd RWS-BG02 (.50 GPM)- (2) Per Tree 0 Rair8rd 1401 on 1806 - PA -80 0 V 1 35' RaInBird 5012 -S -PL -FC SAM -PRS -SS -3,0 to 35 RainBifd 5012 -8 -PL -PC -SAM -PRS -SS -3.0 LA 29 RaMrd 5012-S-PL-PC-W-PRSSS-1.0 LA Qi \'J 39 Ralr0rd 5004 -PL -FC -SAM -PRS -884.0 LA 35' RWr&rd 5004 -PL -PC -SRM -PRS -SS -3A LA 29 Ralr88 rd 5004 -PL -PC -SAM -PRS -SS -1.0 LA 2 39 Rain&rd 7005 -FC -SS -SAM -04 39 RainBird 7005 -PC -SS -SAM -04 3 l"J 49- RainBird 7005-FCSS-SAM-0B 4W RainBird 7005 -PC -SS -SAM -08 a a 59 RainBird 7006 -FC -SS -SAM -12 59' Relr&rd 7005-PC-SS,SAM-12 a Rair8rd F4-PCSS-HS-12 Infield Spray Down t� s W ReinBird 7005 -FC -SS -SAM -16 66 Rai(Sid 7005 -PC -SS -SAM -16 57 Rair8rd F4 -PC -SS -HS -18 Infield Spray Down ONew Water Meter- 6' Q Feboo Reduced Pressure Beckfbw w/ strong box stainless steel enclosure Rainbird Water Pressure Booster System 0 Wessels Surge Tank Model#NLA 200 Bermad . Bermad 400-G PRV ►� - Brass Cate Valve - Lime Size Wattfa #815 -48A -BG -NO -SV -MO -F -Nomally Open .. Watts f815-4SA BG-NCSV MO -F -Normaiy Closed Q RainBird FS200P, Flow Sensor C RainBird 5LRC Quick Coupler Valve RainBird PEB-PRS-D Control Valve tQng Bros. Line Size Check V&e MC RainBird ESP -SAT Controller. See POC sheet for information. AG Products AlrNacuumRelief Valve — -- �- — — -• — — -- — — Mainline Lateral Line _ — — — — — — — — — — — — — — — — — — — -- — Schedule 40, PVC Sleeves -size to be two (2) times the pipe diameter f.. -- -- — -w -- *•• -• -• ••• -•• F)dsting Mainline Elddng Irrigation Valve _COMMUNICATION CABLE Carnnun rica1 P3N' CCU and all controller located inside building as wall mount. Connect PE -89 from CCU to each controller. RVMTION VALVE CALLOUT: Station No. Z�X--- GPM X X Plant Type Valve Size . LATERAL UNE SONG CHART 3/4' `� 1° 11 -EL tt•f�urew.srM —H- . 1 1/4' o TMoac *KL aE -- 1 1/2" � Wame r IUM UM PIPE SIZE IS __- r____ 21/2' w''. ---H T REVISIONS No. DA TE IDS RlP TION E C EPTDESIGN landscape architecture I urban daslvn I planning 844 Wi. Gnm Sf W*, Ste 2D1 Pasadww, CA 91101 T i 626.795.2008 F 1626.795.2547 www epld ign.com CA�CL Y , { d'J9 �Q3-05-Os\Q lF CAO IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET 1.2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OFTHE SPECIFICATIONS SHAM BECOME PART OF THE IRRIGATION WORK �7) NORTH 0 17.5115 130 80 FEET 0 Section 4216/4217 of the government code requkes a dg alert Identification number be issued before a Vermit to e =aW wll be valid. Cal (2) woftV days before you dg. u File" Ncrme.- CDITY OF BAKERS IELD, CALIFOR-N[A PUBLIC W, OkK : D1=PA TM N - T job"�o:.3167 , = ARRA PARK LANDSCAPE IRRIGATION PLAN Ch&r e By - fait JEWETTA . AVE AT STOCKDALE HWY 10OX CONSTRUCTION DOCUMENTS— 3rd CITY SUBMITTAL 02-21-08 1$N 0 2 3 W v N 15 X9 TF ••1" • a LANDSCAPE NOTE: - 1C17OR TO PROTECT ALL BASTING TREES, SHRUBS, AND KING CONSTRUCTION FROM NAM AND MATH.\22-- CTOR TO REPLACE ANY EXISTING TREES AND PLANTS iE INJURED AND SHALL. MEET AND MATCH ALL TURF \T EDGE OF CONSTRUCTION. THE CONTRACTOR IS TO ALL BASTING IRRIGATION SHALL CONTINUE TO • ,r -- ' % �'"' E DURING CONSTRUCTION. ►Y IRRIGATION P.O.C. NOTE: TF R _W MAINLINE FROM EiaSTM BACKFLOW AND MAINLINE. NEW GATE VALVE AND MAINLINE BEHIND BASTING LK PER PLAN. CONTRACTOR IS RESPONSIBLE FOR aATING ALL UNDERGROUND UTILITIES PRIOR TO LING. f VXLER'X IS FOR THE PARKWAY ONLY14 4 X4 \16 V� r jf • f ' / ' / Y.i h.. • F ,ter' t r n 4TX2 \18 TR =/ 10 TFIIII --/7X /-,-7f 3 \16 f..... ,; IP ' - 5.+,•} :.t \\ TF X1 { , , /% ' � �/ / J,Jy . r /' ., Yom.-.'' ♦ / /f �' ` I' / j cq � ` ,\\ \ .� ' �\\R100,\ \\ \ \ i CITY OF BAKERSIELD, CALIFORNIA 4 File Nome: " _-,_._..._._...� brtM wn: PUBLIC, WORKS DEPARTMENT Job No.: 3167 T Eniinaer: Dii,te: Chee,;esd By: MML " IRRIGATION LEGEND SYMBOL . W. MANF. " MODEL NO. WITH NOZZLE SIZE 8i TYPE TH Q A m ® V RainBkd 1806-SWRS 6-H, Q O b 8 8- RainBlrd 18WSAM-PRS &+,H,Q,V O 8 . • g 1V RainEhd 1806 -SAM -PRS 10'-F,H,Q,V (D .e g 12- RainBird 1806 -SAM -PRS 12-F,H,Q,V 8 16 Ra(nBkd 18WSAM-PRS 1.9-F,H,Q,V a► " Q IT RainBird 181 2 -SAM -PRS 6-H, Q `,/ O V RainBird 1812,%4 -PRS 9-F,H,Q,V m 10 RainBird 1812 -SAM -PRS 10"-F,H,Q V (D 1Z ReInBkd 1812 -SAM -PRS 12'-F,H,Q,V v 16 RainBird 1812 -SAM -PRS 15'-F,H,Q V • RainBird RAG-BG02 (.50 GPM)- (2) Per Tree 0 Rain Bird 1401 on 1806 - PA -80 0 36 RainBkd 5012 -S -PL -FC -SAM -PRS -SS -3A LA 35- RainBad 5012 -S -PL -PC -SAM -PRS -SS -3.0 LA 26 RainBird 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA 1 39. RainBkd 5004 -PL -F 3.0 LA 35' RejnBird 5004 -PL -PC -SAM -PRS -SS -3.0 LA 25 RainBIri 5004 -PL -PC -SAM -PRS -SS -1.0 LA 0 �2 39- RainBird 7005 -FC -SS -SAM -04 39' Paired 7005 -PC -SS -SAM -04 8 49' RainBird 7005 -FC -SS -SAM -08 49' ReinBIrd 7005 -PC-, SAMA 4 � 4 4 59' RtainB�d 7005-FC-�IS-SAM-12 5g RainBkd 7 12 53- ReInBird F4 -PC -S9 -HS -12 Infield Spray Down 5 5 65- RainBird 7005 -FC -SS -SAM -16 85- ReinBird 7005-PC�S­SAM-16 6g RainBirdd F4-PC•SS-HS-18 Infield Spray Down New Water Meter- 6' ® Feboo Reduced Pressure Backlow w/ strong box stainless steel enclosure Q Rainbird Water Pressure Booster System O Wessels Surge Tank Model#NLA 200 Bermad Betmad 400-G PRV ►� Brass Gate Valve - Line Size Watts #815-4SA-BG-NO-SV-MO-F -Normally Open Watts #8164SA-BG-NC-SV MO -F -Normally Closed Q Ralrard FS200P, Flow Sensor C RWnBird SLRC Quick Coupler Valve Rain&rd PEB-PRS-D Control Valve King Bros. Une Size Check Valve RainBird ESP -SAT Controller. See POC sheet for Information. AG Products AirNecuum Relief Valve ------------ Mainline Lateral Une — — — — — — — — — — -- — — — — — — — — — Schedule 40, PVC Sleeves -size to be two (2) tines the pipe dameter — — — — — — — — -- Bdsting Mainline �! Existing Irrigation Valve COMMUNICATION CABLE Communication Cable: CCU and all Controller located inside building as wall mount. Connect PE -89 from CCU to each controller. IRRIGATION VALVE CALLOUT -` Station No. �---- GPM X_ X X--PiantType VsIvwSize LATERAL LINE SIZING CHART 314' — -�--" 1' NOTe T FLATS M.ffi2E -- +1--11/41 BEwe TWO T 2 SIMW w*" Pff sa m 21/2" $r4� REVISIONS No. DA TE ,1 / / ,2 ,3? 4 / / DESCRIP TION EPTDESIGN landscape GrAftawre I vrran doaisn I planning 844 East Green Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 www.eMdoeign.com a vr- CAI, IRRIGATION NOTE: THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHAH BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE vARlous aErwLs. SEE SHEET 12.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENT'S OF THE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. 4 Eli) 1% NORTH 0 17.5115 130 1 60 FEET Section 4216/4217 of ft goverrin ent code requires a dig alert identification number be issued before a'perrrrt to eaccavate' vw'1 be valid. Cal (2) wod*V days before you dg. AERA,.�PARK LANDSCAPE IRRIGATION PLAN JEWETTA AVE AT" STOCKDALE HWY 100% CONSTRUCTION DOCUMENTS 3rd CITY SUBMITTAL 02-21-08 r x.07 1 2 3 a EXISTING LANDSCAPE NOTE: CONTRACTOR TO PROTECT ALL EXISTING TREES, SHRUBS, AND TURF DURING CONSTRUCTION FROM INJURY AND DEATH. CONTRACTOR TO REPLACE ANY EXISTING TREES AND PLANTS n THAT ARE INJURED AND SHAT!_ MEET AND MATCH ALL TURF ALAS AT EDGE OF CONSTRUCTION. D OSTiNG ELRIGATiON NOTE: NEW VALVES TO SHALLBE INSTALLED ON DUSTING MAINLINE. CONTRACTOR CTOR SHAW_ VERIFY LOCATION IN FIELD AND SHALL NOTIFY THE CITY AND L408CAPE AROMCT F THERE ARE ANY DISCREPANCIES ON THE PLANS. 19 G1 TF ;1! 10/ G2 SB 14 EXISTING LANDSCAPE NOTE:: •., CONTRACTOR TO PROVIDE HEAD TO HEAD COMIAGE FROM NEW ROTORS TO EXISTING IRRIGATION TO ENSURE ADE"7E PRECIPITATION RATE. ADDITIONAL HEADS MAY BE NEEDED AND ARE NOT SHOWN ON THIS PLAN: IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F 71 Q A q> 6 RainBird 1806 -SAM -PRS 5'-H, Q Q b V Rainm 1806 -SAM -PRS V-F,H,Q,V O e 10 RalnBlrd 18W WA -PRS 10-F,H,Q,V Q) e g 12 RainBkd 18(>8 -SAM -PRS 12'-F,H,Q.V 10 RainBkd 1806,%QkPRS 16-F,H,Q,V a v fi RednBird 1812 -SAM -PRS 5'-H, Q O y O V ReinBkd 1812,WA-PRS V+,H,Q,V m y 10' RainBkd 1812 -SAM -PRS 1a-F.H,Q,V ® V 12' RainBlnd 1812 -SAM -PRS 12'-F,H,Q V 1 tt tI EXISTING CONTAOU.ER . 1812 -SAM -PRS 115-F,H,Q,V • RainBkd NEW VALVES ARE TO BEADDED TO O RainBkd t OPEN STATIONS NTH CITY ! OF WORK. CONTRACTOR SHALL MEET AND MATCH RainBkd 5012 -S -PL -FC -SAM -PRS -SS -3,0 LA 35' RatnBlyd CONDITIONS IN ACCORDANCE WITH CITY STANDARDS AND 25` RainBird 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA 0 i THESE DRAWINGS. RainBird 5004-PL-FC-SAM-PR"".0 LA 3V i 5004 -PL -PC- M -PRS -SS -3.0 LA 1 RainBkd 5004 -PL -PC -SAM -PRS -SS -1.0 LA 2 3W RainBkd 7005 -FC -SS -SAM -04 V Rain ird 7005 -PC -SS N1 3 .71 RalnBird j 49' .. 7005 -PC -SS -SAM -W 4 4 4 F RainBird . LQ RainBird 7005 -PC -SS -SAM -12 6T RainBird F4 -PC -SS -HS -12 infield Spray Down 5 (ks � RainBird 7005 -FC -SS -SAM -16 65' RainBkd 7005 -PC -SS -SAM -16 5g RainBird F4 -PC -SS -HS -18 Infield Spray Down New Water Meter- 6' FebCo IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO. WITH NOZZLE SIZE & TYPE F H Q A q> 6 RainBird 1806 -SAM -PRS 5'-H, Q Q b V Rainm 1806 -SAM -PRS V-F,H,Q,V O e 10 RalnBlrd 18W WA -PRS 10-F,H,Q,V Q) e g 12 RainBkd 18(>8 -SAM -PRS 12'-F,H,Q.V 10 RainBkd 1806,%QkPRS 16-F,H,Q,V a v fi RednBird 1812 -SAM -PRS 5'-H, Q O y O V ReinBkd 1812,WA-PRS V+,H,Q,V m y 10' RainBkd 1812 -SAM -PRS 1a-F.H,Q,V ® V 12' RainBlnd 1812 -SAM -PRS 12'-F,H,Q V 15' RainBrd 1812 -SAM -PRS 115-F,H,Q,V • RainBkd RWS-BG02 (.50 GPM)- (2) Per Tree O RainBkd 1401 on 1806 - PA -80 O �1 1 35' RainBkd 5012 -S -PL -FC -SAM -PRS -SS -3,0 LA 35' RatnBlyd 5012 -S -PL -PC -SAM -PRS -SS -3.0 LA 25` RainBird 5012 -S -PL -PC -SAM -PRS -SS -1.0 LA 0 i W RainBird 5004-PL-FC-SAM-PR"".0 LA 3V RainBIrd 5004 -PL -PC- M -PRS -SS -3.0 LA 26 RainBkd 5004 -PL -PC -SAM -PRS -SS -1.0 LA 2 3W RainBkd 7005 -FC -SS -SAM -04 V Rain ird 7005 -PC -SS N1 3 49' RalnBird 7005 -FC -SS -SAM -08 49' ReinBird 7005 -PC -SS -SAM -W 4 4 4 % RainBird 7005 -FC -SS ­SAM -12 5g RainBird 7005 -PC -SS -SAM -12 6T RainBird F4 -PC -SS -HS -12 infield Spray Down 5 (ks � RainBird 7005 -FC -SS -SAM -16 65' RainBkd 7005 -PC -SS -SAM -16 5g RainBird F4 -PC -SS -HS -18 Infield Spray Down New Water Meter- 6' FebCo Reduced Pressure Backtlow w/ strong box stainless steel enclosure Q RainWd Water Pressure Booster System �a Wessels Surge Tank Model#NLA 200 Bermad Bermad 400-G PRV W Brass Gate Valve - Line Size O Waits #816 -4S4 -BG -N0 -SV -M0+ -Notmally O Wads #816 4SA-BG-NC-SV MO -F -Normally Closed ReInBlrd FS200P, Flow Sensor 4) RalnBird SLRC Quick Coupler Valve 0 RainBkd PEB3-PRS-D Control Valve 0 Icing Bros. Una Size Check Valve rc� RainBird ESP -SAT Controller. See POC sheet for information. ® AG Products AirNacuum Relief Valve Mainline Lateral Line — -- — — — -- --- — — — ----------------- Schedule 40, PVC Sleeves -size to two (2)times the pipe diameter —be Existing Mainline ' Existing Irrigation Valve COMMUNICATION CABLE -- Communication Cable: CCU and all controller located inside bulding as wall mount. Connect PE -89 from CCU to each Controller. IRRIGATION VALVE CALLOUT: _ Station No. X X Plant Type Valve Size LATERAL LINE SIZING CHART 3/4' in NOTE` TilEul�nls� 11/41 kTIMtJwA PIPE SQf i3 _ 1-21/2' " _ 1 s REVISIONS No. DA TE 3 4 DESCRIPTION EPTDESIGNLt a� landscape arehitteraro I urban design I planning 8" East Green Street, N. 201 ,nom — �' Pasadena, CA 91101 �y DM T ( 626.793.2008 F 626.795.2547 TF of CAS �F� www.eptdeegn.com IRRIGATION NOTE: THE IRRIGATION DESIGN IS DW -P MMATIC. ALL PIPING, VALVES, EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. SEE SHEET L2.00 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OFTHE SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK. NOR 0 5 110 120 40 FEET TH PROJECT A T w" RIVERWALK KEY MAP ; r 1= LAND DEVELOPMENT t�i!�JJ�1 TEAM° ��FORE ro '�'� � ossErrt OPS o Oc . AERA PARK ' BAKERSFIELD, CA. cir�V- 8�C-422-4 Section 4216/4217 of the goo Fain wtt code requires a dig alert idertkation number be Issued before a'perrM to excavate' wU be valid. Cal (2) woftV days before You dig. File -Name: grown: AERA PARK LANDSCAPE IRRIGATION PLAN CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167. Engineer:. ?ate: Checked By:, MMLJEWETTA AVE AT STOCKDALE HWY RIVERWALK MAINTENANCE BUILDING L .08 10OX CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 W V- PRESSURE LCULATIQNS MR 5WESMC IRRIGATION Project Name and/or Tmct#: ................. ............ Aerapalk MMF. Date and Source of Information: ........................ F Nam of Contact Person and Ptaw Number OW COR PN of Bakersfield P.O.C. Water Meter #:. 6- Po"p Turf Spray Head WTurbo RaInBird Hydraulic Grade Level: ..........................Fr POC Water Meter Elevation:.........................................363 Fr_ NOTE Highest Head Elevation on to System.., ......... 367 Fr 30 Basis for Calculations: ........ . ................................ Longest %n. Rotor RalnBird Remote Control,Valve#: E18 (1) E) 6. g Size of Parsole Control Valve:............................1 RalilRrd Demand at Remote Control Valve: . .................... 64 GPM 1.58 QUAN11111Y SIZE FLOW (GPM) LOSS no I fr water mew 450 3 1 V Backilow RP 450 14 - Pro=" Regulator 1.30 10 ew Gate Mallets) 460 3 Gets valve(s) - 1 4- mastervalvai 450 4 1 a, Flow Sensor 450 4 LOOP 49W Mainline '460 5 Of 10 pm to 6 am. Maldive RahBW a Mainline Remote , Control Valve 63.9 6 Lateral Line, Losses (10%) 10 Other Losses p ) 5 Elevation Lose or Gain GAIN 1.7 TOW 51.3 'PRESSURE(PSQ .62 Pressure Required to Irrigation Head 1.191 60 Sub -Total Pressure Required for Irrigation Systern 111.3 Total Pressure Required for Irrigation System B VIT BB-MM/ESP SAT 362W/C&4-52/isolator relay 39 26 C VCT BB-24SS ESP SAT 40 2W CSA -62 Isolator WW 6012­5-PL43C­SAM-PRS-S".0 LA 50112-$-PL-PC-�1�S-SS•-1.0 LA 123 (Sub -Total Pressure +10%) E VIT BB-24SS ESP SAT 40 2W OSA-52 Isolator relay 6004431;,-FC-SAM-PF&M.0 LAI Static Pressure Available RalinBlrd 40 Residual Pressure H VIT 813-24SS / ESP SAT 36 2W CSA -U f lack ft-ialay- 5004-P4, -PC-SAM-PRS-SS-1.0 LA X -PARKWAY VIT BB-24SS,/ESPSAT 402W/CSA-62/-lf>Morrow 39 -83 (Subtract Total Pressure ftom Static Pressure) CCU VIT BB-24SS / CCU 28 CSA - CCU /113 GR "a* We, need" RalnBlrd IRRIGATION CONSTRUCTION NOTES SYMBOL The landscape contractor shall purchase and fttd one V turbine dorneft water meter located and shown on MMF. the Iffigallim plan. Verify that the SWO pressure Is at WM &PS1 prior to cxxxns0iictiorn, Contractor shall furifth and F Install mainline to the flanged gate valves, quick coupler, master valve, and flow sensor par the Irrigation; legend a and details. (4:19fer to the W90M plans for sizing). Refer to Irrigation legend and Irrigation construction notes for 6- Po"p Turf Spray Head model numbers. InslaIll the floor sensor per the manufaaws recvrrxr>endattone and details. Contractor shall RaInBird furnish all materials and Weir to execute and Install the Irrigation system per the lrrlgaitlon plane. POC I NOTE Install the 90 valves, quick coupler, =star valves, and low sensors within the shrub planting area orgy. 30 The flow saw wke shall be manufactured by Rai nbird, model #9516-2SP All flow sensor wines sheds be RalnBird installed within a gay 1-1/4' DIA., SCH. 40 PVC conduit, Each conduit shall have a separate few anew cable (1) E) 6. g Installed within ft based on the corresponding controller assembly. ftn Turf Supply Inc. aid make ft final RalilRrd wmftv from the flow sensor to the iooniroller assemblies. 1.58 Mainline shown In haidscape arm Is diagrarnmatic. Mainlines we Intended to be installed within the shrub areas RalnBird, only. Any mainline, lateral, or control wires that Am under hardscape areas shall be Installed in SCH. 40 PVC 6/1.2.11 sleeves which shall be shad a minimum of twice ft disineter of to actual pipe diameter. Refer to Irrigation 30 details for Installation and depths of sleseft. 1.30 The irrigation system was prepared to the following design pararrieters: Rainl3ifid 1. Each controller shall operate only one valve at a time. 0 %V1 V 2. The overall maid num flow through the meter Is 460 gpm. R*Blrd 3. The maximum design pressure required to operate the "am Is 123 psi. (D The contractor shall schedule the controllers based an the above parameters during to watering operating hours 1 RaMBIrd Of 10 pm to 6 am. The controller is to be Ifted to ft CRY of &*wdeld Maxicom System via phone line. See city repesentatives RahBW a for connectioninformation. Far pump Information, contact Josh Banduccli Kern Turf Supply, 661464-6200. Contact Anson Beattie at ReJnbkd 949-8424194 for price quote and distribution. Refer to quote nurriber RahBifd CVM092507WI B, Aera Park • CONTROLLER ER INFORMATION RalnBlrd MANUFACTURER:Ralnblrd 0 TYPE:..ESP-SAT Ma)dwm2 CONTROLLER NOTE ................... ASSEMBLED BY:. Km Turf Supply Inc. Contact Dennis Bandygcl 661-6645200 .62 CONTROLLER IDENTIFICAnON CONTROLLER PART NUMBER 1.191 A Vrr BB-24SS / ESP SAT 36 2W / CSA -52 / PUL -DEC Fr 322 12- Pop -Up Shrub SM Head FS 400P / Bormad VM 410.80 24V MV / Isolator relay RalnBlrd B VIT BB-MM/ESP SAT 362W/C&4-52/isolator relay 39 26 C VCT BB-24SS ESP SAT 40 2W CSA -62 Isolator WW 6012­5-PL43C­SAM-PRS-S".0 LA 50112-$-PL-PC-�1�S-SS•-1.0 LA D VIT BB-24SS ESP SAT 36 ZN 1 CSA -52 Isolator relay 30 E VIT BB-24SS ESP SAT 40 2W OSA-52 Isolator relay 6004431;,-FC-SAM-PF&M.0 LAI F VCT BB-24SS ESP SAT 40 2W CSA -52 Isolator relay RalinBlrd G VIT BB-24SS / ESP SAT 40 2W CSAR -521 Isolator re* 26 H VIT 813-24SS / ESP SAT 36 2W CSA -U f lack ft-ialay- 5004-P4, -PC-SAM-PRS-SS-1.0 LA X -PARKWAY VIT BB-24SS,/ESPSAT 402W/CSA-62/-lf>Morrow 39 T Trees VIT B"4SS / ESP SAT 24 2W / CSA W / Isolator relay 7005 -FC -SS -SA" CCU VIT BB-24SS / CCU 28 CSA - CCU /113 GR "a* We, need" RalnBlrd PHONE CONNECTION REQUIRED: At CCU Location. 2 Phone Lines Needed. 3 FLOW SENSOR CABLE :...................... Rainblrd Model #9516-2SP RsInBIrd Install flow sensor cable In a 11121 U.L. PVC SCH. 40 gray conduit. 49' The 190 volt power supply connection to the irrigation controller asswby shall be the responsibility of the 70054r, -$S -SAM -08 Irrigation contractor. Refer to electrical plans for additional Informiation. The CCU and all controllers shall be wall 59 mounted Inside concession building. Final location of ft Irrigation control assort* "I be approved by 7005 -FC -SS -SAM -12 the owners authortzed represents** prior to Installation. Ralr8rd PUMP 1 63! VM1 40004W 450 GPM J23PSVJ(*rPSI TOTAL. W= 4-ff INCH 46 MTEMM_W&NAW SYMDESIGN Flow RATE &MDEMROM J7005 -PC -SS -SAM -16 is PSI 460 VAC 3 PHASE 60HZ 454 GPM - PUMP NOTE WSAWyM129an 2MaBcrw.&V_0LTAW Atm KWOWAMOM 3.07 Faboo Reduced Pmesure Backlow w/ strong box Manless steel wdw A CR90-2 261 FEET 1MWMTALW.AQ 40 HP IPUMP 3460 RPM IMMSMISM Surge Tank Model#NLA200 H-0000 M KWMM �a IRRIGATION LEGEND SYMBOL W. MMF. M0DElL4+10.WM,- 'WZ" am & 7yM F H a A 6- Po"p Turf Spray Head .9 RaInBird 1806 -SAM -PFS 6-H, Q o6 5 V' RaInBlrd 18064AM4)RS 6-FHQV 30 10'� RalnBird 1 1 8663� 104HQV (1) E) 6. g 12 RalilRrd -I 8*SAM4M I Z-FKQV 1.58 19 RalnBird, 18034AM-PRS 150-FHO.V- 6/1.2.11 fr Pop -Up Tuft Spray Head 30 2.60 1.30 V Rainl3ifid 1 ST2,WA43RS ", 0 0 %V1 V 81 R*Blrd 1811VSAM-PIS N-FHQV (D 117 1 RaMBIrd 181 2-SAM4M 10'-FHOV 12' RahBW a 1812 -SAM M 12LEHQV I& RahBifd 1 i124AWft 1V f H,Q,V • .20 RalnBlrd RW.S-BC�f?2 (,60 C4"--(2) Per Tim 0 12' Pop -Up Shrub Spray Head F"rd 1401. on 1806 - PA -81) .62 .26 1.191 13/1.2.11 12- Pop -Up Shrub SM Head .30 RalnBlrd 6012 -S -PL -FC -SAM -PRS ­S".0 LA 39 26 RaInBird RelnBlrd 6012­5-PL43C­SAM-PRS-S".0 LA 50112-$-PL-PC-�1�S-SS•-1.0 LA 12' Pop -Up Shrub Spray Head 30 RahBird 6004431;,-FC-SAM-PF&M.0 LAI 39 RalinBlrd 6004- .0 LA 26 RahBlrd 5004-P4, -PC-SAM-PRS-SS-1.0 LA 1.86 39 RalnBlrd 7005 -FC -SS -SA" 39 RalnBlrd 7005-PO-S&SAM-04 3 49' RsInBIrd 8/1.2.12 49' RabOrd 70054r, -$S -SAM -08 - 59 RalnBlrd 7005 -FC -SS -SAM -12 Shrub Pop -Up Rotor w/ Stainless Steel Rim Ralr8rd 7005-PC-SS�1�12, 63! RahBlrd 174-1 1H 12 Infield Spray Down 6 Shrub Po"p Rotor w/ Standess Steel Riser 46 7005 -FC -88 -SAM -16 65' RaInBlrd J7005 -PC -SS -SAM -16 W2.11 RalnBlrd; JF4-P�1­184-18 Inflold Spray Dow 1.05 - 8/12.11 -Turf Po"p Rotor k/ Stainless Steel Riser Now Water Meter- b" 3.07 Faboo Reduced Pmesure Backlow w/ strong box Manless steel wdw A Rakiblid WOW Pressure Booster Systar�i (D Wesseb. Surge Tank Model#NLA200 Beirned Beymed 400-G PRV ► 46 Brass Gate Valve - Line Size O Watts #8164SA-BG-NO-SV4AO-F -Norm*Open 13/1.2.11 I wags #81548A-BG-NC-SVLM0+ -Nmk* Closed 3.801 PdnBkd IMP, Flow Sensor, C RaInBird 5LRC Quick Coupler Valve 6D RaInBlid PEB-PRS-D Control valve ZQ ling Bros. ane Size Check Valve Fc -1 RaInBIrd ESP -SAT Controller. See POC shoot for information. - AG Products ArNacuum Relief Valve, BA2.11 Mainline 60 Lateral Une - - - - - - - - - - - - - Schedula,40, PVC Sleeves ize to be two M times to pipe diameter' BAL-2.11 Existing Mainline 60 Existing Iffoidon V" COMMUNICATION CABLE Communication Coble CCU and all controller kK*W Inside building as well mount, Coninact PE -W from CCU to, each controller. HUNGATM VALVE CALLOUT: Slatiort No. ,X-- X_X _GPM X XPiantType- Valle Size LATRAILUNE S123NO 3/4' 1" NOM 7MLAIM&M 1M SEIWEU�M, CeNT"Im 4: 21 i 21!2" W 4 VISIONS No. DA TE DESCRIP TION EPTDESIGN landsqupo arghheavre Jurim" "I'm I planning 844 East Gram Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 f 1626.795.2547 www opk6sign.COM GENERAL IRRIGATION NOTES 1. The Irrigation contractor shall be responsible for familiarizing themselves with all differences In grade, location of sealwalls, location of retaining wells, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, UrKxff roadways, pavling, 01C. 2. The Irrigation design presented in these documents Is Intended to be diagrammatic. AD piping & valve locations, etc. are for design clarification and shall orty be Installed In planting areas shown wlhn paved areas, wherever possible. Avoid any conflicts between ft sprinkler system, planting and architectural features. 3. The Irrigation system design Is based upon the minimum operating pressure and the maximum flow demand shown on the Irrigation dmwtigs at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the Irrigation point of connection shall be Inimedisitely reported In writing to the owner's authorized representative. I the pressure differences are not Immediately reported prior to beginning construction, the krigation contractor shall assume full responsibility for all revisions to the Irrigation system deemed necessary by the owner's representative and all costs associated with those revisions. 4. When ft Is apparent to the landscape contractor In the field that obstructions, grade differences, or dtflerences In the calculated area dimensions exist that may have not been considered in the design of the system, the irrigation contractor shall not willfully install the irrigation system as Indicated on to construction drawings. The owners authorized representative shah be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. If notification is not received prior to beginning installation, the irrigation contractor shall assume full responsibility for all revisions to the Irrigation system as deemed necessary by owners representative and all costs associated with those revisions. .s. The irrigation =tractor shall be responsible for Installing all control wire sleeving of sufficient size, under all paved areas In addition to the control wire sleeving shown on the drawings. 6. AN piping and equipment shall be Installed per the Irrigation details. Teflon tape or Teflon pipe dope shall be applied to all mate PVC ripe threads on all iffigation swing joint and valve assemblies. 7. All pop-up style Irrigation heads located In In shrub or groundcover areas shall be Installed so the top of the Irrigation head Is 1' above finish grade. 8. AN pop -W style Irrigation heads to be located In turf arm shall Initially be Installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owner's representative, the Irrigation contractor shall be responsible for adjusting d turf Irrigation heads so the top of the Irrigation head is Y:e above finish grade. 9. The Irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent ever spray onto areas not Intended for Irrigation, These shall Include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain ft optimum operating pressure for each system. lo. The Irrigation contractor shall be responsible for making the final connection between ft power source and the automatic controller. 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the Irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owners representative & the landscape irrigation designer. 12. The Irrigation contractor shall be responsible for a0lusting the pressure regulator on each electric control valve so the Irrigation head farthest and highest In elevation from Its associated control valve functions within the operating pressure shown on the Irrigation legend (not to exceed 6 PSI above the Indicated operating pressure). 13. The contractor shall use Rain Bird wW)ie arc nozzles (van) when Installing Irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard are patterns (e.g., 360, 180, and 90). For example: use 8 -van where an 8 foot radius is required or a,l 2van where a 12 foot radius is required. 14. The Irrigation contractor shall be responsible for making field e4ustmerits to the Irrigation system by Installing a quarter circle or hall circle sprinkler head on each side of any vertical element (props, street lights, tress, etc.) which prevents proper coverage by Interfering with the spray pattern of the Irrigation head. Ali adjustments -shall be made at no additional costs to the owner. 15. The irrigation contractor shall install Ralnblrd check valves on all irrigation rotors and/or spray heads demonstrating 'low -head' ,drdnage. IDS? CD fill P E T. section, 4216/4217 of the government code requires a dig aleft idenffication number be issued before a 'permit to exommte wig be valid. Cal (2) worldry days before you dig. Hip Name: Drawn: CITY, OF BALERS#ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.:, 3167 EngineerLANDSCAPE PARK LANDSCAPE IRRIGATION LEGEND L. '09 'Date:- Cheeked'By- MMIL, JEWETTAAVE T_ CKDALE HWY - PSI FLOW RATE IN -GPM DETAIL F H a A 6- Po"p Turf Spray Head 30 - .20 .10 - 8/1.2.11 V Pop4Jp Turf Spray Head 30 1.06 .62 .26 1.191 B/L2.11 fr Pop -Up Tuft Spray Head 30 1.58 .79 .39 1.46 6/1.2.11 fr Pop -Up Tuft Spray Head 30 2.60 1.30 .65 1.30 8/1.2.11 V Pop -Up Turf Spray Head 30 3.60 1.85 .92 1.86 BA2.11 121 Pop -Up Shrub Spray Head 30 - .20 .10 611.2.11' 12' Pop -Up Shrub Spray Head 30 145 .62 .26 1.191 13/1.2.11 12- Pop -Up Shrub SM Head .30 1.58 .79 .39 1.451 M2.11 12' Pop -Up Shrub Spray Head 30 2.60 1.30 .66 1.30 BA2.11 12- Po"p Shrub Spray Head 30 3.60, 1.86 .99 1.86 B/L2.11 Bubbler In Sleeve with Grate 30 .60 - 8/1.2.12 Rood Bubbler on r pop-up spray head 30 .25 - Shrub Pop -Up Rotor w/ Stainless Steel Rim 46 3.07 - 13/12.11 Shrub Po"p Rotor w/ Standess Steel Riser 46 3.07 - W2.11 Shrub Pop -Up Rotor w/ Stelrdess Steel Rim 45 1.05 - 8/12.11 -Turf Po"p Rotor k/ Stainless Steel Riser 45 3.07 - BA2.11 Turf Pop -Up Rotor -w/ Stainless, Steel Riser 45 3.07 - 6112.11 Turf Pop -Up Rotor wl Stainless Steel Riser 46 1.051 - 13/1.2.11 I Turf Pop -Up Rotor w/ Stainless Steel Riser 60 3.801 - 6112.1 1 Turf Pop -Up Rotor w/ Stainless Steel Riser 6D 3.80 - B/L2.11 Turf Pop -Up Rotor wl Stainless Steel Riser 60 8.40 - BA2.11 Turf Pop -Up Rotor w/ StEdhleiss Sled Riser 60 8.40 - BAL-2.11 Turf Pop -Up Rotor w/ Stainless Steel Rim 60 12.0 - BU.11 Turf Pop -Up Rotor w/ Stainless Steel Riser 60112.0 - 8112.111 High Speed Rotor w/ Stainless Steel Riser 60 12.4 - 13".111 Turf Pop -Up Rotor w/ Stainless Steel Near 60 15.91 - 13/1.2.11 Turf Pop -Up Rotor w/ Stainless Steel Riser 60 15.91 - 13/1-2.11 HIM Speed Rotor wl Stainless'Steel Riser 60 2LA - 8/1.2.111 Now V Domestic Irrigation Water Motor - see the irrigation construction notes for additional inforrnation. Installation per civil plans. 01 Flanged 82M Reduced Pressure Backkw per civic plans. Polar Beader hm* blanket from V.I.T. Products. %a P.O.C. shoot for more Information. SHEEr L2.10 65 Rwisnk prechaiged at 12-psl., Instarif per manufacturer's spectlications In enclosm and on concrete pad TBD BA -2.10 Pressure RsduclngValve.. Place dowstrearn of bladder tank per plan. For mainks sizes, 2' and smaller, use Watts brass FBV Series Ball Valve For mainline sizes 2.1/2' and Larger, use Nbw P-61 SAW Iron Resilient go valve BA.2.12 Master Valve to be Installed In rectangle Valve box adjacent to flow sensor. See P.O.C. detail for more Information. A42.11 Master Valve to be Installed in rectangle V" box adjacent to flow sensor. Sea P.O.C, detail for more Information. A/L2.11 See P.O.C. detail for sizing. All Dow sensor wire shall be Ralnbird flow sensor wire model #9516-2SP Installed Inside 1 -11V PVC Sch 40 conduit. The starWard splice to use on ft above cable is 3M DBY. DA2.11 With lockable top. Sea plan for locations. 13/1.2.11 Plastic Domestic Control Valve with pressure regulation. Provide each valve with a sch 80 bell valve and union. Install In rectangle valve box per detail. Size per plan. A4.2.11 Provide "N check valve when direction of wow Dow Is uphill. Provide spring check valve when direction of flow Is downhill. Ali lead wires to be 14 gauge. Contractor "I run 2 W wires from the controller to each valve box (one of the Ind wires shall be conneected to the controller and labeled Mitive number'. The second wire shelf be stubbed Into the controller and labeled valve number W. 8,CA2.13 Model #URV Lr. See irrigation layout plan for locations and Irrigation detallefor additional information. C/L2.12 1'--2' -Schedule 40 pvc, Bury 24' deep. 2; W-7 -Class 315 pvc, Bury VY deep. 4' and larger use Class 200 PVC Bel and Gasket pressure mai fine with Haw ductile Iron fittings and thrustforms concrete thrustblock forms (40-74018 and 64-76021) BW 361 deep. C/1.2.1111 DEtL2.12 Schedule 40 PVC, size per plan. minknum size to 3M. Bury 121 deep. GEIL2.12 Size to be two times the pipe diameter or wire bundle (Schedule 40) E(L2.12 To be protected In piece. To be protected In piece. Maxicom Communication Cable. AEF model PE -89 or approved equal. All Maxicorn Communication Cable shall be Installed Inside 1? PCV Sch. 40 condulL Pull boxes shall be Installed at no more than 200' apart (with T loop in each 1604 and at each change of direction. EJL2.11 IRRIGATION NOTE CALLOUT- Plant T)W. TF Turf _WffGkWNN= SB Shrub,/ Ground cover 7R Trees PT Pots DIP Drip 4 VISIONS No. DA TE DESCRIP TION EPTDESIGN landsqupo arghheavre Jurim" "I'm I planning 844 East Gram Street, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 f 1626.795.2547 www opk6sign.COM GENERAL IRRIGATION NOTES 1. The Irrigation contractor shall be responsible for familiarizing themselves with all differences In grade, location of sealwalls, location of retaining wells, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electrical contractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, UrKxff roadways, pavling, 01C. 2. The Irrigation design presented in these documents Is Intended to be diagrammatic. AD piping & valve locations, etc. are for design clarification and shall orty be Installed In planting areas shown wlhn paved areas, wherever possible. Avoid any conflicts between ft sprinkler system, planting and architectural features. 3. The Irrigation system design Is based upon the minimum operating pressure and the maximum flow demand shown on the Irrigation dmwtigs at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference between the water pressure indicated on the drawings and the actual pressure reading at the Irrigation point of connection shall be Inimedisitely reported In writing to the owner's authorized representative. I the pressure differences are not Immediately reported prior to beginning construction, the krigation contractor shall assume full responsibility for all revisions to the Irrigation system deemed necessary by the owner's representative and all costs associated with those revisions. 4. When ft Is apparent to the landscape contractor In the field that obstructions, grade differences, or dtflerences In the calculated area dimensions exist that may have not been considered in the design of the system, the irrigation contractor shall not willfully install the irrigation system as Indicated on to construction drawings. The owners authorized representative shah be notified in writing of any such obstructions or differences prior to beginning any irrigation installation. If notification is not received prior to beginning installation, the irrigation contractor shall assume full responsibility for all revisions to the Irrigation system as deemed necessary by owners representative and all costs associated with those revisions. .s. The irrigation =tractor shall be responsible for Installing all control wire sleeving of sufficient size, under all paved areas In addition to the control wire sleeving shown on the drawings. 6. AN piping and equipment shall be Installed per the Irrigation details. Teflon tape or Teflon pipe dope shall be applied to all mate PVC ripe threads on all iffigation swing joint and valve assemblies. 7. All pop-up style Irrigation heads located In In shrub or groundcover areas shall be Installed so the top of the Irrigation head Is 1' above finish grade. 8. AN pop -W style Irrigation heads to be located In turf arm shall Initially be Installed so the top of the irrigation heads are flush with the adjacent sidewalk or curb. Within 10 days of being notified by the owner's representative, the Irrigation contractor shall be responsible for adjusting d turf Irrigation heads so the top of the Irrigation head is Y:e above finish grade. 9. The Irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent ever spray onto areas not Intended for Irrigation, These shall Include adjusting the arc of the irrigation head and throttling the flow control at each valve to obtain ft optimum operating pressure for each system. lo. The Irrigation contractor shall be responsible for making the final connection between ft power source and the automatic controller. 120 volt electrical power source shall be provided by others at the automatic controller location. 11. Irrigation systems as shown on layout plans are diagrammatic - the Irrigation contractor shall install all remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owners representative & the landscape irrigation designer. 12. The Irrigation contractor shall be responsible for a0lusting the pressure regulator on each electric control valve so the Irrigation head farthest and highest In elevation from Its associated control valve functions within the operating pressure shown on the Irrigation legend (not to exceed 6 PSI above the Indicated operating pressure). 13. The contractor shall use Rain Bird wW)ie arc nozzles (van) when Installing Irrigation heads using Rain Bird 1800 series nozzles that require arc patterns other than the standard are patterns (e.g., 360, 180, and 90). For example: use 8 -van where an 8 foot radius is required or a,l 2van where a 12 foot radius is required. 14. The Irrigation contractor shall be responsible for making field e4ustmerits to the Irrigation system by Installing a quarter circle or hall circle sprinkler head on each side of any vertical element (props, street lights, tress, etc.) which prevents proper coverage by Interfering with the spray pattern of the Irrigation head. Ali adjustments -shall be made at no additional costs to the owner. 15. The irrigation contractor shall install Ralnblrd check valves on all irrigation rotors and/or spray heads demonstrating 'low -head' ,drdnage. IDS? CD fill P E T. section, 4216/4217 of the government code requires a dig aleft idenffication number be issued before a 'permit to exommte wig be valid. Cal (2) worldry days before you dig. Hip Name: Drawn: CITY, OF BALERS#ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.:, 3167 EngineerLANDSCAPE PARK LANDSCAPE IRRIGATION LEGEND L. '09 'Date:- Cheeked'By- MMIL, JEWETTAAVE T_ CKDALE HWY - INTAKE PIPING —' oc Rainbird Irrigation Pump Scale: Not To Scale VICTAULIC FITTINGS TO INLET PIPE SIZE OF TI8 BLADDER TANK NOTES: A. WHEN FILLING SYSTEM WITH WATER, -ANY VALVES IN THE LINE MUST BE OPEN TO ENSURE THAT ANY AIR TRAPPED IN THE TANK IS DISPLACED BY THE WATER. B. INSPECT TANK FOR ANY SHIPPING OR DELIVERY DAMAGES. _. ,,_ 0 PiUNI'. 4 _ I �1 !! 1! I lel lil) rllll l l I ISI I1={ I 1 -1 ii I I SIT l llil • • ; i r f l I r11-1117-7-11 �_1=1I e--III_TI I i T MAINLINE -� a _ •. 111-1! • ° A. FROM • • m • ~I. f �i II I �l ! �I .. • , a BACKFLOW �I�lil 1i,m� 11.'1IIi IiIlhili—►' Iadd/�r Tank �Du�� its Iron Mainline A# Pum Room REV1S10 NS No. DA TE ,3T 4l .i EPTDESIGN DESCRIPTION landscape architecture I urian design I planning 844 1560 Crew Sheet, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 rF OF CAL\F� ! WWWAptdesign-trout DUCTILE IRON MAINLINE ENTERING AT ..: ; PUMP ROOM, DETAIL A/L2.10 4 POWER, 460/6013 V1N'.R'lPN.. ..::.. --MODEL #� VM1400046 � gip: SERVICE REQS FLOW: 450 GPM '+ n ,-AIR/WATER BOOST PRESSURE 83 PS, HEAT EXCHANGER — � v SHIPPING WEIGHT: 1600 LBS PRESSURE GAUGE AND TRANSDUCER PRESSURE RELIEF VALVE (OPTIONAL) 0 6' 1500 ANSI FLANGE (2 PLCS) DISCHARGE PIPING ISOLATION VALVE (2 PLCS) �' '- Storage S I� � Building 4 r 1� 6" ' -.� 4" FS 1.5" 414 MV 6" 1.5" MV 4" FS 1.5 6" To System 6e EXAUST FAN " " & LOUVRES aces a m>�S rr..r� mmm� mmo� ammmI mms 1111111111111110 i O POINT OF CONNECTION :ENLARGEMENT Scale: Not To Scide j / CALIFORNIAp File Name: Drawn: CITY O BAKERSFIELD, �..1PUBLIC WORKS DEPARTMENT Jab Na. 3167nineer: Date: Checked) Ely. MMI: SEE FLOW SENSOR DETAIL FOR INSTALL MINIMUM DISTANCES. Section 4216/4217 of the government code regJrw a dig algid identiticatan m number be Issued bebre a 'permit to excavate wig be valid. Cal (2) wo" days befae you dg. ` AERA PARK LANDSCAPE IRRIGATION DETAILS TTA AVEC L2.,1 0. JEW E EAT ST KDALE HWY 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 0 1 2 3 t i 1. DUCTILE IRON PIPE AND FITTINGS, SIZE PER PLAN. 1. NLA 200 BLADDER TANK 2. PUMP ROOM CONCRETE PAD PER ARCH PIANS. 2. TO INSTALL TANK. SET UNIT IN PLACE AND 3. DUCTILE IRON 45 DEGREE FITTINGS PER PLAN. CONNECT SYSTEM PIPING TO CONNECTION 4. RED UNIFLANGE UFA900-C-8 FVC TO DUCTILE IRON ON TANK DO NOT REMOVE B07TOM PLUG FLANGE ADAPTER. OR LOOSEN NUT ON COVER PLATE. 5. PVC MAINLINE PIPE, PER PLAN. REMOVING PLUS OR COVER PLATE WILL S. TO PUMP, SEE PLAN FOR LOCATION. RESULT IN LOSS OF FACTORY PRECHARGE 7. LIFT TO BE DETERMINED BY INLET ELEVATION OF AN VOIDS WARRANTEE. PUMP. 3. SECURE TANK TO CONCRETE PAD WITH 8. PIPE SUPPORT STEMS AS NEEDED. SEISIMANUFIC MOUNTING CLIPS PER MAtJUACTURE ACIURF.S SPECSPECIFICATIONS.CATI TI ONS. NOTE: ALL DUCTILE IRON PIPE BELOW GRADE SHALL BE 4. INSTALL TANK ON PUMP ROOM CONCRETE DOUBLE WRAPPED WITH A MIN. PAD. 8 MIL. POLYETHYLENE PIPE ENCASEMENT WRAP. 5. ALL PIPING AND FrITiNGs SHALL DUCTILE WRAP TO BE SEALED WITH 2' DUCT TAPE. IRON AND SIZED AS I=QUIRED ACCORDING TO INLET PIPE SIZE OF TI8 BLADDER TANK NOTES: A. WHEN FILLING SYSTEM WITH WATER, -ANY VALVES IN THE LINE MUST BE OPEN TO ENSURE THAT ANY AIR TRAPPED IN THE TANK IS DISPLACED BY THE WATER. B. INSPECT TANK FOR ANY SHIPPING OR DELIVERY DAMAGES. _. ,,_ 0 PiUNI'. 4 _ I �1 !! 1! I lel lil) rllll l l I ISI I1={ I 1 -1 ii I I SIT l llil • • ; i r f l I r11-1117-7-11 �_1=1I e--III_TI I i T MAINLINE -� a _ •. 111-1! • ° A. FROM • • m • ~I. f �i II I �l ! �I .. • , a BACKFLOW �I�lil 1i,m� 11.'1IIi IiIlhili—►' Iadd/�r Tank �Du�� its Iron Mainline A# Pum Room REV1S10 NS No. DA TE ,3T 4l .i EPTDESIGN DESCRIPTION landscape architecture I urian design I planning 844 1560 Crew Sheet, Ste. 201 Pasadena, CA 91101 T 1626.795.2008 F 1626.795.2547 rF OF CAL\F� ! WWWAptdesign-trout DUCTILE IRON MAINLINE ENTERING AT ..: ; PUMP ROOM, DETAIL A/L2.10 4 POWER, 460/6013 V1N'.R'lPN.. ..::.. --MODEL #� VM1400046 � gip: SERVICE REQS FLOW: 450 GPM '+ n ,-AIR/WATER BOOST PRESSURE 83 PS, HEAT EXCHANGER — � v SHIPPING WEIGHT: 1600 LBS PRESSURE GAUGE AND TRANSDUCER PRESSURE RELIEF VALVE (OPTIONAL) 0 6' 1500 ANSI FLANGE (2 PLCS) DISCHARGE PIPING ISOLATION VALVE (2 PLCS) �' '- Storage S I� � Building 4 r 1� 6" ' -.� 4" FS 1.5" 414 MV 6" 1.5" MV 4" FS 1.5 6" To System 6e EXAUST FAN " " & LOUVRES aces a m>�S rr..r� mmm� mmo� ammmI mms 1111111111111110 i O POINT OF CONNECTION :ENLARGEMENT Scale: Not To Scide j / CALIFORNIAp File Name: Drawn: CITY O BAKERSFIELD, �..1PUBLIC WORKS DEPARTMENT Jab Na. 3167nineer: Date: Checked) Ely. MMI: SEE FLOW SENSOR DETAIL FOR INSTALL MINIMUM DISTANCES. Section 4216/4217 of the government code regJrw a dig algid identiticatan m number be Issued bebre a 'permit to excavate wig be valid. Cal (2) wo" days befae you dg. ` AERA PARK LANDSCAPE IRRIGATION DETAILS TTA AVEC L2.,1 0. JEW E EAT ST KDALE HWY 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 0 1 2 3 t i 0 h 22 1/20 ELL SP GR055 Q .PLtl6 r.. L ALL LMAKM *rAUJV S LL. LSE Iffil D AS PER !W#JFALiLM SPISMOAMS Atb S KL EEA PART G) 450 TM OF THE I STML.A110t1 SwA iGATiGM'L '. r I -• - �.Yil_ mil._ WNX-1v IV SMOARD SW L.-2, L7ETA S P.4 AND R SIMM VOM KHM SM tiIANTITY, fdAN,fAL MRS VALM F�EtRk NRES9 GO! at NKTAIL VALVE ,SES i OtE'CGLAR AM FQR 3.FORMAtO C8W MUM 115W FGR 11IRIIST ALL RWr1ANGE i�11REhOLTS BI=* SNAIL EE aAS6 w A6 PIR AI°PIIUw • b � `//�� off//'/j /j�'s � - FROMOlM OF SMGM M OF INE STAMARD , t//'JJ, CITY 0►F BAKERSFIELD 9%IiFICATbMS OF TIE CAL FOWiA OVARDW OF 11V0RTA1M AFFRO+RD CfAl w mmok ;. 4 TNIb5T R&O SHALL. 6E MW AT GILALL6Las OF DIRECTION MM, 7ft C•FMltelS3 OF VL3rOCW ��'�� AEDUGBA VALYM AM rft DEAD END& it -i 450ELL L NO TMOT ELOOM ARE NW, THE 512E AM `� TYPE OF 1FE ELOGM KST Be EASW ON RE . WX W THRIFT F=E EXFWW AM TLE LOAD �'�`��� ��� �M ''�� ,`\ MARIM6 GAPAtSITY OF 1W SOIL. DETAILS FOR REMOTE CONTROL VALVES , #. ALL CONCRETE TNRW E PIM SHALL. BE IN rr %s '. r I -• - �.Yil_ mil._ WNX-1v . '?r��ya v!A//.Or/.ds pT IV - - - ^.�..'•.�.r�.�.-+f'��'�ly 1 �r�i AFL. POP f �+Rt,4Y � SIMM VOM KHM SM tiIANTITY, fdAN,fAL MRS VALM F�EtRk NRES9 GO! at NKTAIL VALVE ,SES i OtE'CGLAR AM FQR fLSottom ALL RWr1ANGE i�11REhOLTS • b � `//�� off//'/j /j�'s � - i I ♦ , t//'JJ, CITY 0►F BAKERSFIELD . I , ;. REVISIONSCI'�'� {�F B�RSFIEI LD ��'�� ' it -i DETAILS FOR THRUST BLOCKS `� . r - :, • - - - ^ �'�`��� ��� �M ''�� ,`\ A DETAILS FOR REMOTE CONTROL VALVES �t as � _ �: _ r a .._ : r' P -I � • - STANDARD PLAN NO. STAN DMW STANDARD 14 L-5 PLAN NO. 111SUT PLAN NO. Siff OF APPROVID RCE NXXXX DATE SHT _ 9 OF 14 APPROVED RCBXXXXX DAT£ TA —6 - _' AF -- 14 � T —4 � C L,���� hi 0 109- - ii=Ila 11 =Ii —II 0 - - - p ,` ��_ �� '+' ♦ �s v. ..I _- yrs .s . !`ire �� ♦ P i P P -I --.t , - - -v .a .I P- . '?r��ya v!A//.Or/.ds pT - - - ^.�..'•.�.r�.�.-+f'��'�ly 1 �r�i AFL. POP f �+Rt,4Y � SIMM VOM KHM SM tiIANTITY, fdAN,fAL MRS VALM F�EtRk NRES9 GO! at NKTAIL VALVE ,SES i OtE'CGLAR AM FQR fLSottom ALL RWr1ANGE i�11REhOLTS CITY 0►F BAKERSFIELD REVISIONS CITE" OF B►A "' RSFIELD REVISIONSCI'�'� {�F B�RSFIEI LD REVISIONS DETAILS FOR THRUST BLOCKS B LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS A DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. STAN DMW STANDARD 14 L-5 PLAN NO. 111SUT PLAN NO. Siff OF APPROVID RCE NXXXX DATE SHT _ 9 OF 14 APPROVED RCBXXXXX DAT£ TA —6 - _' AF -- 14 auoun.aen nr z....,..... ..- T —4 1. RECTANGULAR. GREEN PLASTIC VALVE BOX WITH LOCKING COVER 2. FINISH GRADE: -Y' BELOW BOX UD IN TURF -1 V BELOW BOX LID IN SHRUB= 3. FLOW SENSOR 4. REFER TO CONSTRUCTION NOTES FOR TYPE OF CABLE FROM FLOW SENSOR TO CONTROLLER 5. CONDUIT BUSHING 6. WATERPROOF DRY SPLICE CONNECTOR 7. V DIA. ELECTRICAL. CONDUIT AND SWEEP ELBOW 8. IRRIGATION MAINLINE FROM MASTER VALVE 9. SCH. 40 PVC REDUCING COUPLER 10. CHRISM TAG #ID4A3E-P2-RCiP2 11. MAINLINE TO REMOTE CONTROL VALVES 12. PEA GRAVEL, 2 CUBIC FEET MINIMUM '" 11 IP IP - k 7fMIN. DOWNSTREAM MIN. DOWNSTREAM DISTANCE DISTANCE ON INCHES) ON INCHES) TO MASTER VALVE = 5 x FLOW METER SIZE =10 x FLOW METER SIZE rn-4"\.Flow Sensor ScW9:34=11-W REV/Slall/S No. DA TE DESCRIPTION EPTDESIGN landscape arcbilocturo I urban design I planning 844 East Crew Skeet, Ste. 201 Pasacl M, CA 91101 T ( 626.795.200S F 1626.795.2547 www.WdWiq n.c0M Secfon 4216/4217 of Cha govewMt code requires a dg alert klenffadion number be issued before a'pemut to eocm ate' wil be vald. Cal (2) woddng days before you dig. File Nome: - Drawn: ;- CITY OF BAKERSFfELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 AERA PARK - _ Engifteer LANDSCAPE IRRIGATION DETAILS Dote: Checked . _ -RyMML JEINETTA AVE AT STOCKDALE HWY L2,11 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 F 215 O _WLTIPLE LINES CIT' OF BAKERSFIELD RMSIONS EDETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PLAN NO. Siff �2 OF 14 APPROVED RCBXM= DAZE L-2 y CITY OF BAKERSFIELD, CALIFORNIA LINE TYPE L�Si SHALL � 9EG1� MITi1O�ItGRE'FE TT�l1sT BlDGKS IN - DEPTH PRESSURIZED MAINLINE IN LANDSCAPE < 31 24P AOGORDNIGE FtiN Mi�WAsAGTUI� RE�C�OMEtDAT10N AND 24' UNDER VEHICULAR PAVING < 7 W >' AS DM26C1®BY t1E R6t:RE�►110N AND PARKS DMQEGTOR IN LANDSCAPE < 3- 18 - > T 18' UNDER VEHICULAR PAVING 1. GREEN PLASTIC VALVE BOX WITH LOCYJNG V j3' 1 .... .. , . . . SPECIFICATIONS ALL taae�+TTON Mwil Nes 20.1'rn1 �t t�liwEtl9t Ata LATERAL LINE COVER AND VALVE IDENTIFICATION - SEE ♦ v::- :r - ♦ - - -- - • 2. LEEMCO FLANGED JOINT RESTRAINT SYSTEM 1D SPECIFICATIONS r r /� �. �;2. WATER ID TAG 3. FLANGED GATE VALVE - REFER TO !irAAJljM,Lv- r d s ♦ • fa � SRAM �`3., 6 AIR/VACUUM RELIEF VALVE - LOCATE TOP OF AND PARKS V== PRIOR TO IM'LOWA1101L � 10 i.�AIR IL ALL WJ&A110N 1E5TALLAra OWL W M ACWWM: E MRH RELIEF VALVEW FROM B01TOM OF LID 4. CHRISTYS TAG ID-MAXC P2-RCIP2 aff STAMMM, its LAW MW9wED IMMON OF Till: t nl�►ew�5 0 Au�11 ND trorr+ ACT AGGAiDIN6 TO ONStAfOARp Sr 4. PVC MAINUNE ♦• 3 6. FINISH GRADE: PLUIik W 0M KWAGTil11ER'S IM M IRA1TWK OWTION k St -0. MG M1155rbce. 20OF 111E STANDARD OWWAYM AND AS DM11V BY DE IRRIGATION MR SWAM IMP ,,W CR R6GREt►tIOF1NDPAIQI0DMiEGTOR.. 1utFi s03eJ SCHEDULE TYPE AND MANUFACTURER ALL KNIZ W. VSW S . I E Wx A V mm Mw t�'C�T' w r'� _ R ,� PAM VWMOL3 6. SCH. 80 NIPPLE - SIZE NIPPLE Er ON 6. PLASTIC RECTANGULAR VALVE BOX WITH SM APR OM LNOr, CAM AND 1RR1&ATTON KAG AND LBOM lATINALFCR WIDTH OF THE SERVICE TEE AND THE )��rll�CUU�MR�erol . _LENGTH 5P>: M 144M NU OM =41MM,1�AGT1lf NEEDED PER DIMENSIONS AND FEW411I4412 RGd 1Ntt'l:i PL kaz [NA70r♦OM liRE9 6. LEEMCO DEEP BELL SERVICE TEE WITH 14. NO OVER COW OR PF1116 MAY DE AUrOMfTM mm DE WA LAE w OAV RtflN" JOINT RESTRAINT$ MWIliRl6/tTbN PP'lltBORlrOMRd. LIE TRQIGII AT 1iE 4 OY, OGK LOMa+ctMxHM REQUIRED PER IRRIGAnON'SPECIFICATIONS) ici+o5rnotW 7. FINISH GRADE 9. COMPACTED BACKFILL $OIL - SEE . ♦INFr=1 I I IRRIGATION SPECIFICATIONS FOR4 FURTHER 10. PVC MAINLINE�-SEE LEGEND FOR RJFTHER '� \ ��. is •- S �•.-de i'• r\vii'.I- i♦.r ♦ :r�r:- .• r a ilk .r rJ �e 'e: -i :• I :C :. ,� -' /., ` %`' �+ Il���\d �'e !-%!y!%� r.'�r.\�I y\ � }'l ik I ♦� �i- � f) I�r i♦_�f! I�! ,i'di��/ a.\ ,� .. ��Li �lr. •'fd r• f - - - :♦ I,'.. . - I rt` i���! I1�*!!i �/w is I' 5�4....,_'�.� \ �♦_is fi- - - - r�",. F 4a,+14- e ' +moi O _WLTIPLE LINES CIT' OF BAKERSFIELD RMSIONS EDETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PLAN NO. Siff �2 OF 14 APPROVED RCBXM= DAZE L-2 y CITY OF BAKERSFIELD, CALIFORNIA LINE TYPE L�Si SHALL � 9EG1� MITi1O�ItGRE'FE TT�l1sT BlDGKS IN - DEPTH PRESSURIZED MAINLINE IN LANDSCAPE < 31 24P AOGORDNIGE FtiN Mi�WAsAGTUI� RE�C�OMEtDAT10N AND 24' UNDER VEHICULAR PAVING < 7 W >' AS DM26C1®BY t1E R6t:RE�►110N AND PARKS DMQEGTOR IN LANDSCAPE < 3- 18 - > T 18' UNDER VEHICULAR PAVING t� CitY STANDARD SiEEr 1�3 fOR 1HalbT AL,OGIC DETAIL V j3' 1 .... .. , . . . SPECIFICATIONS ALL taae�+TTON Mwil Nes 20.1'rn1 �t t�liwEtl9t Ata LATERAL LINE UW SW,L. BE 90011.E 40 NO INMYION 14MCM MAIM 2. LEEMCO FLANGED JOINT RESTRAINT SYSTEM 1D 1iiAN sa' t'sOnrnl a 9iW�. ee Tits we 9c1exil E 40 oR S �. API'ROYEO l�I. BY 1tE li4'IiON Ata P/IRKS f)IR6GTOR 3. FLANGED GATE VALVE - REFER TO 10 ANY AM AL 6Ai+VM SW1 W N 10110" 5Y TIE R�AIM � SRAM to tom � . 6 - AND PARKS V== PRIOR TO IM'LOWA1101L � 10 IL ALL WJ&A110N 1E5TALLAra OWL W M ACWWM: E MRH 4. CHRISTYS TAG ID-MAXC P2-RCIP2 aff STAMMM, its LAW MW9wED IMMON OF Till: t nl�►ew�5 0 Au�11 ND trorr+ ACT AGGAiDIN6 TO ONStAfOARp Sr 3 6. FINISH GRADE: PLUIik W 0M KWAGTil11ER'S IM M IRA1TWK OWTION k St -0. MG M1155rbce. 20OF 111E STANDARD OWWAYM AND AS DM11V BY DE N Fdc �, MR SWAM IMP ,,W CR R6GREt►tIOF1NDPAIQI0DMiEGTOR.. 1utFi s03eJ 4 -1 Y" BELOW BOX UD IN SHRUEVGC ALL KNIZ W. VSW S . I E Wx A V mm Mw t�'C�T' w R ,� PAM VWMOL3 For I�lainline12 6. PLASTIC RECTANGULAR VALVE BOX WITH SM APR OM LNOr, CAM AND 1RR1&ATTON KAG AND LBOM lATINALFCR )��rll�CUU�MR�erol 5P>: M 144M NU OM =41MM,1�AGT1lf � 1"Wim cotAr�o. AND FEW411I4412 RGd 1Ntt'l:i PL kaz [NA70r♦OM liRE9 WAR 7te WA tbtl7W NO MID AT 14. NO OVER COW OR PF1116 MAY DE AUrOMfTM mm DE WA LAE w OAV RtflN" MWIliRl6/tTbN PP'lltBORlrOMRd. LIE TRQIGII AT 1iE 4 OY, OGK LOMa+ctMxHM ici+o5rnotW O _WLTIPLE LINES CIT' OF BAKERSFIELD RMSIONS EDETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PLAN NO. Siff �2 OF 14 APPROVED RCBXM= DAZE L-2 y CITY OF BAKERSFIELD, CALIFORNIA LINE TYPE LOCATION SIZE DEPTH PRESSURIZED MAINLINE IN LANDSCAPE < 31 24P > 7 24' UNDER VEHICULAR PAVING < 7 W >' LATERAL LINE IN LANDSCAPE < 3- 18 - > T 18' UNDER VEHICULAR PAVING < 31 V j3' 1 w 1. VEHICULAR or PEDESTRIAN PAVING - REFER TO CONSTRUCTION LAYOUT PLANS FOR SPECIFIC CONDITION 2. LATERAL UNE SLEEVING SHALL BE SCH. 40 FVC - SLEEVE o SHALL BE 2 x LATERAL. 3. BACKFILL - 90% RELATIVE COMPACTION, MINIMUM - REFER TO GEOTECHNICAL REPORT 4. SAND BACKFILL - 2- BASE & 6.OF COVER, MIN. S. MAINUNE - REFER TO SPECIFICATIONS 6. WaINUNE SLEEVING SHALL BE SCH. 40 PVC PIPE -q FRIP E SHALL BE 2 x MAINLINE B 7. CONTROL WIRE BUNGLE SLEEVING SHALL BE SCH. 40 PVC PIPE - REFER TO IRRIGATION e- e e Q a PLAN FOR SLEEVE SONG NOTES: �� JJ A, ALL IRRIGATION WIRES, LATERALS AND B. MAINLINE SHAH BE PLACED IN SLEEVES UA'N'DERppVEHICULAR p&��PEDESTRIAN PAVING & IRRIGATION CONTRACTOR SHAD_ COORDINATE ALL. SLEEVING LOCAM ONS & SIZES WITH HARDSCAPE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION ALL SLEEVES SHALL EXTE ND A MINIMUM OF 121 BEYOND THE EDGE OF THE HARDSCAPE SURFACE 7 Irrigati�nSleeving . Lf l Scale. 10-11-V File Nome: PUBLIC WORKS DEPARTMENT' Job No.: 3167 Date: Flanged mete Valve A- 7. PRESSURIZED MAlNUNE WITH CiA�SKEfS DESCRIPTION 8. INSTALL PEA GRAVEL BELOW THE VALVE BOX PER SPECIFIED DIMENSION 9: 12LA1250 CONCRETE SUPPORT WITH "PIPE UNEPRODUCTS- PIPE SUPPORT EPTID S L IV., landscape arshitectur• + urban daslgn l planning101 844 East Gmw Sheet, Ste. 201 ��«, re Pasadena, CA 91101 sj9 aj-oS-oR �N DOW T 1626.795.2008 F 1626.795.2547 www.opldesign.com jn�� Root Watering System crown: "Engineer, Checked= Ry -'MMLI Secdon 42/6/4217 of ft govemment code requires a dg alert idenfifioabon number be Issued before a'permit to excavate' w6 be vald. Ceq (2) woo ft days before you dg. AERA PARK JEWETTA ,AVE`ATT`�t'T"OCKDALE HWY LANDSCAPE IRRIGATION DETAILS .12 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 0 1 2 3 REVISIONS 1. GREEN PLASTID, RECTANGULAR VALVE BOX No. DA TE WITH LOCKING COVER, HEAT BRANDED WITH LETTERS W - REFER TO IRRIGATION - SPECIFICATIONS 2. LEEMCO FLANGED JOINT RESTRAINT SYSTEM 1D 3. FLANGED GATE VALVE - REFER TO 2 IRRIGATION LEGEND 4. CHRISTYS TAG ID-MAXC P2-RCIP2 3 6. FINISH GRADE: -Y- BELOW BOX UD IN TURF 4 -1 Y" BELOW BOX UD IN SHRUEVGC 6. PLASTIC RECTANGULAR VALVE BOX WITH EXTENSIONS AS REQUIRED 4 Flanged mete Valve A- 7. PRESSURIZED MAlNUNE WITH CiA�SKEfS DESCRIPTION 8. INSTALL PEA GRAVEL BELOW THE VALVE BOX PER SPECIFIED DIMENSION 9: 12LA1250 CONCRETE SUPPORT WITH "PIPE UNEPRODUCTS- PIPE SUPPORT EPTID S L IV., landscape arshitectur• + urban daslgn l planning101 844 East Gmw Sheet, Ste. 201 ��«, re Pasadena, CA 91101 sj9 aj-oS-oR �N DOW T 1626.795.2008 F 1626.795.2547 www.opldesign.com jn�� Root Watering System crown: "Engineer, Checked= Ry -'MMLI Secdon 42/6/4217 of ft govemment code requires a dg alert idenfifioabon number be Issued before a'permit to excavate' w6 be vald. Ceq (2) woo ft days before you dg. AERA PARK JEWETTA ,AVE`ATT`�t'T"OCKDALE HWY LANDSCAPE IRRIGATION DETAILS .12 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08 0 1 2 3 I I ._...3' DLA. PRESSED STEEL POST CAP,_ CLOSU STEEL ENRE. SPOT WELD TO POST. / FORMED SHEET METAL, 1_ _ _ _ _ _ _ _ , -,t EQUAL- �1NIRED ON AND OFF ALTER- SCREWSSHEET METAL DESCRI P TION FINISH SURFACE:. NATEL , r SCH 40 PIPE COUPLING& FORMED SHEET METAL SECTION A -A ;01 SWITCH LAYOUT AND ATTACHMENT ELEVATIONF t k TO SPRINKLER HEADS EPTDESIGN landscape ambi ectara I arban design I planningAk 11 ... !� -� • . • LONG SWEEP ELL, TYP. 8131/09 INLET . YS • OUTLET 844 East Green Sheet, Ste. 201 - �` to STEEL POST CONTINUOUSPasadena, CA 91101 �'�y$ WELD, STEEL TDate I t NO. FOOTINa STRAP TO MEL PIPE. T 1626.795.2008 F 1626.795.2547 F OF CALF 12'.orA. SWITCH RAY MOUNTING o� 3Ar01A.SOL.TSPERSTEEL wwwepbdesign•com STA.l2 c� ENCLOSURE MANUR VMS. E STEEL ENCLOSURE BACK PANEL C FJ#4 2 - 2` DIA. KNOCK -OUTS AT ,..-BOTTOM OF BOX. 24V POWER TO ORIGINATE AT THE -- IRRIGATION CONTROLLER TRANS- NOTE* ls not shogun on do lan, rWr r� � 8 r---118• DIA. X IZ SELF TAPPING FORMER W/ 2.812 OF WIRES, YELLOW P SHEET METAL SCREWS. W! RED STRIPE AND ORANGE WIWHITE E locate 5`-0' born dugout atoflg 3rd baseNne, A H STRIPE. RUN 4'12 OF WIRE ALONG MAINLINE_ and 6' Tram fence. ORMED SHEET METAL NTI STRAP TO POST'ATTACHMENT LINE DIAGRAM Infield Bypass Switch awe: N.T.S. . 1. FINISH GRADE 2. GREEN PLASTIC, RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, HEAT BRANDED .PB. 3. PERMANENT I.D. BAND (ONE FOR EACH WIRE) 4. CONTROL WIRE, REFER TO SPECIFICATIONS 5. CONDUIT BUSHING - TYPICAL 6. U.L LISTED SCH. 40 PVC COUPLING 7. U.L LISTED SCH. 40 PVC 90° SWEEP ELL. 8. SUPPORT - COMMON RED BRICK PVC CONDUIT . NOTES FOR CONDUIT CRATE CONDUIT FOR D MASTER VALVES A Pull Box tA)Scale: x -I -v t vhEL ti t lkJPn00rS OSSETTI WO -422-4 _ Section 4216/4217 of the govemment code requires a di® alert idendfication number be Issued before a'permit to exmaW vA be valid. Call (2) woMro days before you diA File Rome: Drown: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job,.. No.: 3167 Engineer: ...AERA PARK Date: cneck�� By.-: MML JEWETTA AVE AT STOCKDALE HWY LANDSCAPE IRRIGATION DETAILS U613; 1007. CONSTRUCTION DOCUMENTS— 3rd CITY SUBMITTAL 02-21-08 7. 2 -1" X10"X1/4' STEEL STRAPS. • 12"Xi2`X8' MEL ENCLOSURE: NEMA 4, MODEL 6 A•3.12H1208l.P Wl BACK PANEL AND DL36 LOCK, BY HOFFMAN ENCLOSURES (213) 982 2145, OR EQUAL. ,. r SEE 8ECTfOr1 A A. •, STAMP 1/4' HIGH LETTERS AS r O SHOWN AND SLACKEN. t STA N4�_ ,- STA. 1E t i' DLA. CIRCLE, CUT INTO SHEET . 1 'AL METAL AS SHOWN. t � � r, F ROTARY SWITCH. 1`�• VERIFY DIMENSION TO FIT INSIDE SOX. n 3 SCH. 40 GALV. STEEL PIPE POST. t STA.#3k _ .... §TA.#2 15 AMP 120V ROTARY SWITCH t SERIES 21 WITH 8 STATIONS MODEL O� 6' 20 GAUGE FORMEb SHEET METAL 2 - 2' RIGID GALV STEEL CONDUIT NUMBER 31301A 13Y ELECTRIC t i SWITCHES W., (800 4211-8865, OR 4 -1l8' DIA. X 112• SELF 4 1_ _ _ _ _ _ _ _ , -,t EQUAL- �1NIRED ON AND OFF ALTER- SCREWSSHEET METAL DESCRI P TION FINISH SURFACE:. NATEL , r SCH 40 PIPE COUPLING& FORMED SHEET METAL SECTION A -A ;01 SWITCH LAYOUT AND ATTACHMENT ELEVATIONF t k TO SPRINKLER HEADS EPTDESIGN landscape ambi ectara I arban design I planningAk 11 ... !� -� • . • LONG SWEEP ELL, TYP. 8131/09 INLET . YS • OUTLET 844 East Green Sheet, Ste. 201 - �` to STEEL POST CONTINUOUSPasadena, CA 91101 �'�y$ WELD, STEEL TDate I t NO. FOOTINa STRAP TO MEL PIPE. T 1626.795.2008 F 1626.795.2547 F OF CALF 12'.orA. SWITCH RAY MOUNTING o� 3Ar01A.SOL.TSPERSTEEL wwwepbdesign•com STA.l2 c� ENCLOSURE MANUR VMS. E STEEL ENCLOSURE BACK PANEL C FJ#4 2 - 2` DIA. KNOCK -OUTS AT ,..-BOTTOM OF BOX. 24V POWER TO ORIGINATE AT THE -- IRRIGATION CONTROLLER TRANS- NOTE* ls not shogun on do lan, rWr r� � 8 r---118• DIA. X IZ SELF TAPPING FORMER W/ 2.812 OF WIRES, YELLOW P SHEET METAL SCREWS. W! RED STRIPE AND ORANGE WIWHITE E locate 5`-0' born dugout atoflg 3rd baseNne, A H STRIPE. RUN 4'12 OF WIRE ALONG MAINLINE_ and 6' Tram fence. ORMED SHEET METAL NTI STRAP TO POST'ATTACHMENT LINE DIAGRAM Infield Bypass Switch awe: N.T.S. . 1. FINISH GRADE 2. GREEN PLASTIC, RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, HEAT BRANDED .PB. 3. PERMANENT I.D. BAND (ONE FOR EACH WIRE) 4. CONTROL WIRE, REFER TO SPECIFICATIONS 5. CONDUIT BUSHING - TYPICAL 6. U.L LISTED SCH. 40 PVC COUPLING 7. U.L LISTED SCH. 40 PVC 90° SWEEP ELL. 8. SUPPORT - COMMON RED BRICK PVC CONDUIT . NOTES FOR CONDUIT CRATE CONDUIT FOR D MASTER VALVES A Pull Box tA)Scale: x -I -v t vhEL ti t lkJPn00rS OSSETTI WO -422-4 _ Section 4216/4217 of the govemment code requires a di® alert idendfication number be Issued before a'permit to exmaW vA be valid. Call (2) woMro days before you diA File Rome: Drown: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job,.. No.: 3167 Engineer: ...AERA PARK Date: cneck�� By.-: MML JEWETTA AVE AT STOCKDALE HWY LANDSCAPE IRRIGATION DETAILS U613; 1007. 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ALL PIPING, VALVES, I EQUIPMENT, ETC SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. i SEE SHEET L2.09 FOR ADDITIONAL INFORMATION ON MATERIALS, LEGENDS, NOTES, AND POINT OF CONNECTION, I REFER TO SPECIFICATIONS FOR FURTHER INFORMATION, THE GENERAL REQUIREMENTS OFTH E SPECIFICATIONS SHALL BECOME PART OF THE IRRIGATION WORK, ) i l 1 f 0 7.5 15 3 FE 0 60 ET NORTH I I i i N I AFORE y `pvtneers o osst�rt ti O i I V Q Q U� �\ G� aoaa 7, �� 8�0-422��1 Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate` will be valid. Call (2) working days before you dig IRRIGATION SLEEVING PLAN _ ,� a - I W 100% CONSTRUCTION DOCUMENTS- 3rd CITY SUBMITTAL 02-21-08�� ' 0 1 L2.15 2 J Ll W J v REVISIONS No. I DA TE 171 / / 271 / / 371 / / 471 / / 1 DESCRIP TION ERAL NOTES ITR4CTOR SHALL MAINTAIN /2" VERTICAL SEPARATION WHERE CTRICAL CONDUITS CROSS IRRIGATION LINES SEE CIVIL PLANS 'UTILITY CONFLICTS. SWEEP CONDUITS UNDERNEATH t IRRIGATION LINES ITRACTOR SHALL MAINTAIN THREE (3) FEET HORIZONTAL SEPARATION .RE ELECTRICAL CONDUITS RUN PARALLEL TO IRRIGATION LINES. �D NOTES :RVICE ENTRANCE SECTION, MCC AND PANEL A. EQUIPMENT SHALL INSTALLED ON 6" THICK CONCRETE PAD. INSTALL 14 REBAR AT " CENTER IN BOTH DIRECTIONS, TWO (2) INCHES FROM BOTTOM. ELD VERIFY ALL DIMENSIONS WITH FURNISHED EQUIPMENT WUFACTURER PRIOR TO POURING PAD. PROVIDE WORKING SARANCES PER NEC. INSTALL LOCKING BAR ON EQUIPMENT PER :TAIL 646. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DRAWINGS TO ELECTRICAL, CABLE AND TELCO UTILITIES WITHIN ONE WEEK OF NOTICE TO PROCEED. THE CONTRACTOR SHALL NOT TRENCH OR INSTALL CONDUITS (ON THE UTILITY OR LOAD SIDE) TO THE SES, THE UTILITY 7R4NSFORMER (PRIMARY OR SECONDARY), OR TO THE UTILITY CONNECTION POINT BEFORE RECEIVING A FINAL DESIGN FROM THE UTILITY. THE CONTRACTOR SHALL NOT INSTALL EQUIPMENT PADS FOR THE SES OR ANY UTILITY EQUIPMENT (TRANSFORMERS, SWITCHING CABINETS, ETC.) PRIOR TO RECEIPT OF FINAL PLANS FROM THE UTILITY. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ADDITIONAL WORK REQUIRED TO MEET THE REQUIREMENTS OF THE UTILITY WHICH IS THE RESULT OF PROCEEDING PRIOR TO RECEIPT OFA FINAL UTILITY DESIGN. 0 80 160 240 ngineers 18719 E" PWMdn OW., &&,= Farfftlit Hft AZ 88288 No (480) 81x6841 Fax: (480) 816-5540 SCALE IN FEET DESIGNED: JA DRAWN: KEL Section 4216/4217 of the government code requires a dig alert identification number be issued before a 'permit to excavate' will be valid. Call (2) working days before you dig. %3P08 CR JOB NO: 07062 DATE: 9/08 File Name: Drawn: AERA PARK OVERALL ELECTRICAL E2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: Date: Checked By. MML JEWETTA AVE AT STOCKDALE HWY SITE PLAN 2 OF 17 UN OF TIE M IMMT 7N OOMAMM MI TMS DOCtJwEM FOROnM3t UM TIE SPMM PWOM FOR WMCN M3 WAS INS MM) MRa1FER7W W DE CUMr FOR WHOM IT WAS PWAM, M FORE MM UI M MTM PMMON M WAM IN ADVANCE WQM ai BM EM MIC 3 C25 N 4 4 ISTING Is ' TENTOBASIN MCC -3/,33,35 MCC-20,22q,�24 \2 MCC -32,34,36 MCC -56,58,60 MCC -J8,40,42 A-3 i MCC -56,58,60 MCC -43,45,47 so- �' A-5 MCC -14,16,18 GENERAL NOTES 1. CONTRACTOR SHALL MAINTAIN 12" VERTICAL SEPAR4TION WHERE ELECTRICAL CONDUITS CROSS IRRIGATION LINES. SEE CIVIL PLANS FOR UTILITY CONFLICTS. SWEEP CONDUITS UNDERNEATH NEW IRRIGATION LINES No. I DA TE 171 // 271 / / 2. CONTRACTOR SHALL MAINTAIN THREE (3) FEET HORIZONTAL SEPARATION I'S -371 WHERE ELECTRICAL CONDUITS RUN PARALLEL TO IRRIGATION LINES A-4, A-5 MCC -8,10,12 MCC -14,16,18 MCC -32,34,36 MCC -4J,45,47 KEYED NOTES: O1 20A, 12OV, GFI DUPLEX RECEPTACLE SHALL BE MOUNTED IN POLE 36" AFG WITH WEATHERPROOF, VANDALPROOF, STEEL PADLOCKABLE COVER. RECEPTACLE BOX SHALL BE FLUSH MOUNTED IN POLE. FABRICATION AND MOUNTING OF BOX SHALL SHALL BE FURNISHED BY POLE MANUFACTURER. O2 A-2, A-3, A-4, A-5, A-6 MCC -2,4,6, MCC -8,10,12, MCC -14,16,18 MCC -19, 21, 23, MCC -20,22,24, MCC -32,34,36 MCC -31, 33, 35, MCC -37, 39, 41, MCC -4J,45,47 MCC -J8,40,42, MCC -44,46,48, MCC -56,58,60 N 0 40 80 120 SCALE IN FEET REVISIONS 47I / / I DESCRIPTION CONDUIT/CONDUCTOR SCHEDULE A-2: 2-#10, #10 GND, 1-C A-3: 2-#10, #10 GND, 1-C A-4: 2-#10, #10 GND, 1-C A-5: 2-#10, #10 GND, 1-C A-6: 2-#10, #10 GND, 1-C MCC -2,4,6 3-#8, #8 GND, 1-C MCC -8,10,12 3-#4, #4 GND, 11/2"C MCC -14,16,18 3-#4, #4 GND, 11/2"C MCC -19,21,23 3-#8, #8 GND, 1"C MCC -20,22,24 3-#10, #10 GND, 1-C MCC -31,33,35 3-#8, #8 GND, 1"C MCC -32,34,36 3-#4, #4 GND, 11/2"C MCC -37,39,41 3-#10, #10 GND, 1"C MCC -38,40,42 3-#8, #8 GND, 1-C MCC -43,45,47 3-#10, #10 GND, 1-C MCC -44,46,48 3-#8, #8 GND, 1-C MCC -56,58,60 3-#6. #6 GND, 11/2"C Section 4216/4217 of the government code requires a Q�pFESS/p dig alert identification �Q c3 ALCCR! number be issued before a �. 'permit to excavate" will be valid. (7 N0: 16786 m18719 Ert Pall Call (2) working days before SEP. 30, 2010 L' i'R)engineers you dig. $0 RiGP� �a�' ONIONED: JA rFo Mdes BW., Sub 20Q Fpr ftk Hb, AZ 86,288 DRAWN: KEL $304 Plana (480) 818.6641 Fax: (480) 816-5540 JA CR JOB NO: 07062 DATE: 9/08 File Name: Drawn: AERA PARK PARTIAL ELECTRICAL E3 CITY OF E3AKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: SITE PLAN Date: Checked By. MML JEWETTA AVE AT STOCKDALE HW SITE OF 17 USE OF WE NFOAMATION ODNTA M N THS DOCUMENT FOROIHM THW THE SPECM PURPOSES FOR V&" IS WAe IN BCM AND FOROTH3 MM TIE CUMr POR WHOM IT WAS PREPAM, M r00CC@I t*L8W M77M PERMISSION MOS MM IN ADVANCE FROM CR ENGINEERS, N0. 3 rN Y CONDUIT/CONDUCTOR SCHEDULE A-1: 2-#10, #10 GND, A-2:. 2-#10, #10 GND, A-3: 2-#10, #10 GND, A-4: 2-#10, #10 GND, A-5: 2-#10, #10 GND, A-6: 2-#10, #10 GND, A-7: 2-#10, #10 GND, A-8,10,12 3-#10, 1-#10 NE A-9,11,13 3-#10, 1-#10 NE MCC -1,3,5 3-#8, #8 GND, 1 MCC -2,4,6 3-#8, #8 GND, 1 MCC -7,9,11 3-#4, #4 GND, 1 MCC -8,10,12 3-#4, #4 GND, 1 MCC -13,15,17 3-#6, #6 GND, 1 MCC -14,16,18 3-#4, #4 GND, 1 MCC -19,21,23 3-#8, #8 GND, 1 MCC -20,22,24 3-#10, #10 GND, MCC -25,27,29 3-#6, #6 GND, 1 MCC -26,28,30 3-#8, #8 GND, 1 MCC -31,33,35 3-#8, #8 GND, 1 MCC -32,34,36 3-#4, #4 GND, 1 MCC -37,39,41 3-#10, #10 GND, MCC -38,40,42 3-#8, #8 GND, 1 MCC -43,45,47 3-#10, #10 GND, MCC -44,46,48 3-#8, #8 GND, 1 MCC -49,51,53 3-#1, #1 GND, 2 MCC -50,52,54 3-#10, #10 GND, MCC -55,57,59 3-#10, #10 GND, MCC -61,63,65 3-#10, #10 GND, MCC -56,58,60 3-#6, #6 GND, 1 MCC -68,70,72 3-#10, #10 GND, MCC -62,64,66 3-#10, #10 GND, 1"C 1"C GENERAL NOTES 1. CONTRACTOR SHALL MAINTAIN 12" VERTICAL SEPARATION WHERE C/ C/%TDf/%AI /%AA/n/ /rTC ^DtI00 rDDr/NATMA/ / MCS SEE CIVIL PLANS )ERNEATH NEW IORIZONTAL SEPARATION 7 IRRIGATION LINES TO PANEL AA ON TE WITH ARCHITECT 'Y OTHERS. REVISIONS No. I DA TE 171 // 271 / / 371 / / 41 I / / I DESCRIP TION KEYED NOTES: OSERVICE ENTRANCE SECTION. MCC, AND PANEL A. CONTRACTOR TO PROVIDE TRENCHING AND CONDUIT FROM UTILITY SOURCE TO UTILITY TRANSFORMER AND FROM UTILITY TRANSFORMER TO SES SEE UTILITY COORDINATION NOTES SHEET E2. O2 3-2"SPC, 4-1 "SPC O3 20A, 12OV, GFI DUPLEX RECEPTACLE SHALL BE MOUNTED IN POLE 36" AFG WITH WEATHERPROOF, VANDALPROOF, STEEL PADLOCKABLE COVER. RECEPTACLE BOX SHALL BE FLUSH MOUNTED IN POLE. FABRICATION AND MOUNTING OF BOX SHALL SHALL BE FURNISHED BY POLE MANUFACTURER. ® A-1, A-2, A-3, A-4, A-5, A-6, A-7, A-8,10,12, A-9, //, l3 MCC -0,5, MCC -2A6, 6, MCC -8,10,12, MCC -7,9,11 MCC -13,15,17, MCC -14,16,18, MCC -19,2/,23, MCC -49,5/,53, MCC, 6/, 63, 65 MCC -20,22,24, MCC -25,27,29, MCC -26,28,30, MCC -3/,33,35, MCC -50,52,60 MCC -32, 34, 36, MCC -37, 39, 41, MCC -J8,40,42, MCC -4J,45,47, MCC -44,46,48, MCC -55,57,59, MCC -68,70,72, MCC -62,64,66, MCC -56,58,60 O A-2, A-3, A-4, A-5, A-6 MCC -2,4,6, MCC -8,10,12, MCC -14,16,18 MCC -20,22,24, MCC -32, 34, 36, MCC -38, 40, 42, MCC -44, 46, 48 MCC -31, 33, 35, MCC -37,J9,41, MCC -43,45,47, MCC -56, 58, 60 © A-8,10,12, A-9,1/,13 MCC -50,52,54, MCC -49,5/,53, MCC -68,70,72 O STORAGE PANELBOARD BY OTHERS ® 200A, 600V, 3,0, NEMA 3R DISCONNECT FOR IRRIGATION PUMP. PROVIDE 125A FUSES FOR DISCONNECT. DISCONNECT TO BE BRACED FOR /OK AIC MIN. O A-1, A-8,10,12, A-9,11,13, MCC -61,6J,65 MCC -62,64,66, MCC -50,52,54, MCC -49,51,53, MCC -68,70,72 10 CONTRACTOR SHALL PROVIDE 3-4 "C DEDICATED FOR COMMUNICATION UTILITIES FROM UTILITY SOURCE TO RESTROOM CONCESSION BUILDING. SEE BUILDING PLANS FOR STUB UP LOCATION. SEE E2 FOR UTILITY COORDINATION NOTES PROVIDE DEDICATED JUNCTION BOXES FOR COMMUNICATION CONDUITS AS NEEDED. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Job No.: 3167 Date: Drawn: tngmeer: Checked By. MML U3E 0P'DE M AERA PARK JEWETTA AVE AT STOCKDALE HWY CR JOB NO: 07062 0 40 80 120 DESIGNED: JA DRAWN: KEL ♦ ♦ 1=. DATE: 9/08 SCALE IN FEET PARTIAL ELECTRICAL SITE PLAN w TNIe DOCUAE f F0R0nM nMN n E BPWM PUiP0M FORWIMCN E WM 1W M=AND FOROnMnMN na CLIENT POR WHOM R MM PnE MW, E FOMMM I*LM WNn' M PERMMSM M MA*M IN ADVANCE FROM CR ENOINEM MIC. Section 4216/4217 of the government code requires a dig alert identification number be issued before a 'permit to excavate" will be valid. Call (2) working days before you dig. E4 4 OF 17 0. 1 2 N W J V Q / GENERAL NOTES 1. CONTRACTOR SHALL MAINTAIN /2" VERTICAL SEPARATION WHERE �' ''"T"""' """"""' """"S IRRIGATION LINES SEE CIVIL PLANS FEP CONDUITS UNDERNEATH NEW J THREE (3) FEET HORIZONTAL SEPARATION S RUN PAR4LLEL TO IRRIGATION LINES REVISIONS No. I DA TE 271 / / 371 / / 4T / / ( DESCRIPTION KEYED NOTES: O 20A, 12OV, GF! DUPLEX RECEPTACLE SHALL BE MOUNTED IN POLE 36" AFG WITH WEATHERPROOF, VANDALPROOF, STEEL PADLOCRABLE COVER. RECEPTACLE BOX SHALL BE FLUSH MOUNTED IN POLE. FABRICATION AND MOUNTING OF BOX SHALL SHALL BE FURNISHED BY POLE MANUFACTURER. O2 STORAGE PANELBOARD BY OTHERS CONDUIT/CONDUCTOR SCHEDULE A-7: 2—#10, #10 GND, 1-C A-9,11,13 3—#10, 1—#10 NEUTRAL, #10GND 1"C MCC -7,9,11 3—#4, #4 GND, 11/2"C MCC -13,15,17 3—#6, #6 GND, 11/2"C MCC -55,57,59 3—#8, #8 GND, 1"C 0 40 80 120 SCALE IN FEET Section 4216/4217 of the government code requires a dig alert identification number be Issued before a 'permit to excavate" will be valid. Call (2) working days before you dig. File Name: Drawn: AERA PARK PARTIAL ELECTRICAL E6 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: Date: Checked By. MML JEWETTA AVE AT STOCKDALE HWY SITE PLAN 6 OF 17 UNEGPIMPPOWATMOXCOMMwTMso0t71MffFM0D*e1MM7M8PWFCPeRP08E8FORWM18wAB1WM=ANDFOR0nM1NANTMCUMrPORWHOMRWASPMWMW,18FORBMMW"88MTMPEPMMUM18OBTAM®INADVANCEwearCRENG1 EfffiNM P- — U 0 1 2 3 NEW /OOOA, 480/277V, 3,0,,4W PG&E UTILITY SERVICE g COLD WATER, AVAILABLE FAULT CURRENT 36K AIC GAS PIPE BOND MAIN ELECTRICAL SERVICE ENTRANCE SECTION (SES) 1000A, 480/277, 0,, 4W, NEMA 3R BRACED FOR 36, 000 AIC 0 3 4/0 Cu A561 TYP j P/00: 2 SETS OF PARALLEL • 3-400 KCMIL, 400 KCMIL NEUTRAL, • l/0 GND P300. 3-1/0, l—1/0 NEUTRAL, 16 GND, 2/ "C TO CONCESSIONS PANEL AA (BY OTHERS) P200. 3—#10, Jl0 GND MCC -1,3,5 P100 P200 P300 480.2 MCC-32,34,363P�—) 30A LC12 (-- (MIN 40A) 225.0 SUBTOTAL + 25% OF LARGEST MOTOR TOTAL AMPS @ 480V/3PHASE NEW SERVICE SIZE (AMPS) 711.7 0.0 711.7 1000.0 MCC -50,52,54 (MIN 30A) MCC -2,4,6 BUSSED POLE A2 FIELD No.11 MCC-37,39,413P�—I 20A LC13 �— (MIN 20A) A3 No.9 MCC -55,57,59 600A 25A MCC -7,9,11 225A SPACE MCC -38,40,42 20A LC14 3P° � (MIN 209) UTILITY 2 600A, 480/277V, 3,0,, 4W, NEMA 3R 3P MCC -25,27,29 3P 3P BRACED FOR 36K AIC MIN MCC -8,10,12 50A LC4 --N I 3P M METER MCC -43,45,47 209 L �-- 03P0 (MIN 30A) (MIN 50A) BUSSED SPACE MCC -31,33,35 POLES C1 FIELD No.11 1 309 LC1�6 o3Po I (MIN 30A) MCC -13,15,17 409 LC5 03P (MIN 30A) (MIN 40A) • • MCC -49,51,53 T 0 3P 0 3 4/0 Cu A561 TYP j P/00: 2 SETS OF PARALLEL • 3-400 KCMIL, 400 KCMIL NEUTRAL, • l/0 GND P300. 3-1/0, l—1/0 NEUTRAL, 16 GND, 2/ "C TO CONCESSIONS PANEL AA (BY OTHERS) P200. 3—#10, Jl0 GND MCC -14,16,18 MCC -1,3,5 30A LC1 0 3Pa----) (MIN 309) POLES Al FIELD No.11 C2 No.11 480.2 MCC-32,34,363P�—) 30A LC12 (-- (MIN 40A) 225.0 SUBTOTAL + 25% OF LARGEST MOTOR TOTAL AMPS @ 480V/3PHASE NEW SERVICE SIZE (AMPS) 711.7 0.0 711.7 1000.0 MCC -50,52,54 (MIN 30A) MCC -2,4,6 30A LC2 I 0 3Po--�I (MIN 309) POLE A2 FIELD No.11 MCC-37,39,413P�—I 20A LC13 �— (MIN 20A) A3 No.9 MCC -55,57,59 (MIN 20A) 20A\ LC18 0�— (MIN 20A) MCC MCC -7,9,11 50A LC3 �� 3P� (MIN 509) POLES B1 � FIELD No.11 MCC -38,40,42 20A LC14 3P° � (MIN 209) MCC -56,58,60 30A LC19 3P� (MIN 309) 600A, 480/277V, 3,0,, 4W, NEMA 3R MCC -25,27,29 30A LC9 3Po--� (MIN 30A) POLE FIELD POLE FIELD BRACED FOR 36K AIC MIN MCC -8,10,12 50A LC4 --N I 3P POLE B2 FIELD No.11 MCC -43,45,47 209 L �-- 03P0 (MIN 30A) (MIN 50A) BUSSED SPACE MCC -31,33,35 POLES C1 FIELD No.11 MCC -44,46,48 309 LC1�6 o3Po I (MIN 30A) MCC -13,15,17 409 LC5 03P (MIN 30A) (MIN 40A) MCC -49,51,53 T 0 3P MCC -14,16,18 40A ; LC6 /� 0 3P� POLE FIELD C2 No.11 480.2 PANEL A THRU 15KVA XFMR 6.5 (MIN 40A) 225.0 SUBTOTAL + 25% OF LARGEST MOTOR TOTAL AMPS @ 480V/3PHASE NEW SERVICE SIZE (AMPS) 711.7 0.0 711.7 1000.0 MCC -50,52,54 20A LC17 0 3P°� MCC -19,21,23 30A LC7 3Po--� (MIN 30A) POLE FIELD A3 No.9 MCC -55,57,59 (MIN 20A) 20A\ LC18 0�— (MIN 20A) MCC -20,22,24 30A LC8 0 3Po-� (MIN 309) POLE FIELD A4 No.9./,—� MCC -56,58,60 30A LC19 3P� (MIN 309) MCC -25,27,29 30A LC9 3Po--� (MIN 30A) POLE FIELD POLE FIELD B2 No.9 B3 No.9 MCC-61,63,653Po-� MCC -62,64,66 20A LC20 (MIN 20A) 20A\ LC21 0 3P8---� �— ( MIN 20A) MCC -26,28,30 30A LC10 3Po--� (MIN 30A) BUSSED SPACE MCC -31,33,35 30A LC11 3P�--� POLE FIELD 84 No.9 A SINGLE LINE DIAGRAM ^. (MIN 30A) CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT s POLE C4 FIELD No.9 POLE A3 FIELD No.4 �.�POLE A5 FIELD No.4 �—u SECURITY LIGHTS POLE B3 FIELD No.4 3—#1, #1GND, 2"C ISC(1) 200A 125A 3P RK5 15KVA 480-120/208V, 30 XFMR riz 100, D3P CUSTOMER SECTION FOR LIGHTING CONTROLS REVS/ONS No. DATE _ 1.732 x 350 x 36000 _ fl — 480 x 4811 — 9' 45 r"l—fl+/ =0.096 ISC(l) = 36000 x 0.096 = 3456.0 AMPS DESCRIP TION ISCQ — POINT IDENTIFICATION REFERENCE ON SINGLE LINE DIAGRAM f — INTERMEDIATE FACTOR USED IN CALCULATIONS m — MULTIPLIER NOTE.- FAULT CURRENT CALCULATIONS UTILIZE POINT TO POINT METHOD AS GIVEN IN BUSSMANN'S SPD—ELECTRICAL PROTECTION HANDBOOK 342, 1-12 NEUTRAL, #8 GND PANEL A IOOA, 120/208V, 3,; 4W 24CKTS, BRACED FOR 36K AIC MIN - NEMA 3R ENCLOSURE, BRACED FOR 36K AIC MIN PROVIDE CONTROL WIRING IN l "C BETWEEN THIS SECTION AND MCC MOUNT TOGGLE SWITCHES IN NEMA 3R LOCKABLE ENCLOSURE ON SIDE OF CABINET IRRIGATION PUMP SERVICE DISCONNECT 200A, 3P, JA 600V FUSED DISCONNECT NEMA 3R BRACED FOR 10K AIC �—{ ) PARKING LOT LIGHTING �—u PARKING LOT LIGHTING �—a POLE 65 FIELD No.4 POLE C5 FIELD No.4 CIRCUIT/DESCRIPTION KVA HP FLA MCC 480.2 PANEL A THRU 15KVA XFMR 6.5 TO CONCESSIONS PANEL AA 225.0 SUBTOTAL + 25% OF LARGEST MOTOR TOTAL AMPS @ 480V/3PHASE NEW SERVICE SIZE (AMPS) 711.7 0.0 711.7 1000.0 e LOAD CALCULATIONS ti NOTES 1. REFER TO CONDUIT/CONDUCTOR SCHEDULES ON SITE PLANS 2. ALL 480 VOLT INTERRUPTING AND PROTECTING DEVICES SHALL BE A SHORT CIRCTUIT INTERRUPTING EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT ON THE BUS. J. ALL PHASES SHALL BE BALANCED. SEE PANEL SCHEDULES 4. CONTRACTOR SHALL PROVIDE POWER DISTRIBUTION BLOCKS TO BE USED AS LUG ADAPTORS TO ACCOMODATE WIRE SIZE LIMITS AS NECESSARY. 5. BRACING FOR EQUIPMENT WILL BE SERVICE RATED PER PG&E STANDARDS. KEYED NOTES O1 MAIN BONDING JUMPER (NEC 250.28), 350 KCMIL Cu. O2 EQUIPMENT BONDING JUMPER CONNECTED TO ENCLOSURE (NEC 250.102 (c)), 350 KCMIL Cu OR MANUFACTURER PROVIDED. O3 GROUNDING ELECTRODE CONDUCTOR (NEC 250.66), SIZE AS SHOWN. ® GROUNDING ELECTRODE — 5/8" x l0 ft. GROUND ROD PER DETAIL 56/ (TYP. 2). INSTALL A MINIMUM OF 8'-0" APART. O5 DO NOT BOND NEUTRAL (PER NEC 250.32 (B) © CONDUIT AND TRENCH PER PG&E STANDARDS POLE C6 Becamer of the OFESS governmentt code code requires a FIELD No.4 QR io dig alert identification O G.ALC0 number be Issued before a 'permit to excavate will be O valid. O N0: 16786 m Call (2) working days before � SEP. 30, 2010 Ren ineers you dig. q �C R P ��,sC� DESIO�IED: JA 0 16719 EW Pditdee % d., 81ie 202 Fburdeb HIM, AZ 862!!i8 DRAWN: KEL `�- >08 Plana (480)61646641 JA Fax: (480) 816-5540 CHECKED: CR JOB NO: 07062 DATE: 9/08 File Name: Drawn: AERA PARK SINGLE LINE DIAGRAM AND E9 Job No.: 3167 Engineer. Date: Checked By. MML JEWETTA AVE AT STOCMALE FfW LOAD CALCULATIONS 9 OF 17 UN OF THE NFORWTM OONrANED NIM D00U Bfr FOR0THM THM TM SPEOM PUf POM FM wNM M WM WMM NO Fos onlBe nuw nE 0MTFQ V*M ff WM PMFMM O r -0(i MM MMVMr r31 PBWMM I OWMM N ADVANCE FROM CR a+or*WM wc. SII Z, H 6 20A A-15 n 1P R1- R1- R2- R2- R3- R3- R3- R3 - R3 - R3 - 20V O - RED PILOT LIGHT 4 ---- --------i H� O �A 2 -r-o�ll� 1 i I (3)1 LCI I I L ------------J 4 *-----------� H O A Al I L ------------J * - - - - - 4-----� H O A 0 2 1 i I (3)1 LC3 I 1 L ------------J - - - - - 4------1 H O A I 2 I I i I (3)1 --t0 LC4 1 I 1 L ------------J r----- -4-----, H O A I 2 1 I 33::l i I (3)1 I LC5 I I L-------------� H O A 2 I 1 i I (3)i LC6 I 1 L ------------J 4 IH A I I 2 1 I 2 I I -t-o LC7 I I L ------------J 4 --0- ------- IH A 1(6) I3 I L ------------J 4 ----------- IH A I -r-b� 2 I I 4 i I (6)i LC9 I I L------- 4 -----J ----------- IH A I I 2 I I 5 i I (6)i LC10 I I L ------------J 4 IH A I I 2 I I g I i (6)1 LC11 I I L ------------J N POLES Al FIELD No.11 MCC -1,3,5 - 30A, 3P POLES A2 FIELD No.11 MCC -2,4,6 - 30A, 3P POLES B1 FIELD No.11 MCC -7,9,11 - 50A, 3P POLE B2 FIELD No.11 MCC -8,10,12 - 50A, 3P POLE C1 FIELD No.11 MCC -13,15,17 - 40A, 3P POLE C2 FIELD No.11 MCC -14,16,18 - 40A, 3P POLE A3 FIELD No.9 MCC -19,21,23 - 30A, 3P POLE A4 FIELD No.9 MCC -20,22,24 - 30A, 3P POLE B2 FIELD No.9 MCC -25,27,29 - 30A, 3P NEMA 3R ENCLOSURE ON SIDE OF CABINET POLE B3 FIELD No.9 MCC -26,28,30 - 30A, 3P POLE B4 FIELD No.9 MCC -31,33,35 - 30A, 3P A - A 4 -------------, H 0 A I 2 I I R3-7 I I I -) I LC12 L ------------J 4 H O A 2 I R3-8 i I (6)i -� �---i -� � LC13 I L-------------� ---------- 4 i 0 H A I I 2 1 I R3-9 11 1 (6)1 LC14 L ------------J 4 I H O A 2 I R3-10 i I (6)i -+ I LC16 L ------------J 4 i H -O -A------- 1 j(6i11jj' I I R3-11 i I ) -1 I L------------J ----------� 4 HA 2 I R3-12 i I (6)1 C20 L ------------J H 0A I 2 I I R3-13 i I (6)i -) I LC21 1 L ------------J TC1 OVERRIDE � lI r- -O o- - - n I I L----- 1 TCR1 ON OFF TCR1-1 (4) f -- - R1 ON�OFF TCR1-2 (6) �R2 POLE C4 FIELD No.9 MCC -32,34,36 - 30A, 3P POLE A3 FIELD No.4 MCC -37,39,41 - 20A, 3P POLE A5 FIELD No.4 MCC -38,40,42 - 20A, 3P POLE B3 FIELD No.4 MCC -44,46,48 - 30A, 3P POLE 85 FIELD No.4 MCC -56,58,60 - 30A, 3P POLE C5 FIELD No.4 MCC -61,63,65 - 20A, 3P POLE C6 FIELD No.4 MCC -62,64,66 - 20A, 3P INDICATES NUMBER OF POLES FIELD #4 CONTROL FIELD #9 CONTROL ON OFF TCR1-3 (20) --�- -�-� R3 FIELD #11 CONTROL TC2 u TC3 PC TC1 (CHANNEL 1) (3) 100 A --� 800 A LC15 SECURITY LIGHTS BRACING. 36K AIC BKR AIC: 36K AIC MCC -43,45,47 - 20A, 3P TC2 (CHANNEL 2) (3) PHASE C --� BKR LC17 PARKING LOT LIGHTING 1 380 PHASE B MCC -50,52,52 - 20A, 3P TC2 (CHANNEL 3) (3) POLES Al -� 380 LC18 PARKING LOT LIGHTING MCC -55,57,59 - 20A, 3P PANEL: A VOLTAGE: 120/208,3P,4W MAIN CB: 100 A BUS AMPS: 100 A 800 A CB TYPE: BOLT -ON MOUNTING.. SURFACE BRACING. 36K AIC BKR AIC: 36K AIC CIRCUIT DESCRIPTION BKR CIRCUIT PHASEA PHASEB PHASE C CIRCUIT BKR CIRCUIT DESCRIPTION RECEPTACLES 20/1 1 380 PHASE B PHASE C CIRCUIT BKR I CIRCUIT DESCRIPTION POLES Al 30 380 4875 2 20/1 RECEPTACLES RECEPTACLES 20/1 3 380 5850 2 30 POLES A2 380 3 4 20/1 RECEPTACLES RECEPTACLES 20/1 5 FIELD NO. 11 380 4875 4 380 6 20/1 RECEPTACLES RECEPTACLES 20/1 7 380 252 6 3 8 20 STORAGEPANEL STORAGE PANEL 20 9 252 FIELD NO. 11 7800 252 10 / POLES B2 / 11 9 252 FIELD NO. 11 252 12 3 10 3 13 252 3 11 8775 14 LIGHTING CONTROLS 20/1 15 1 3 500 POLES Cl 40 13 5850 16 6825 17 14 40 POLES C2 / 15 6825 18 FIELD NO. 11 19 5850 16 / 3 17 20 21 6825 18 3 POLES A3 30 19 22 23 FIELD NO. 9 2925 20 30 POLES A4 24 21 CONNECTED KVA PER PHA SE 1.6 1.8 1.3 NOTES: 3900 22 / 3 CONNECTED AMPS PER PHASE 13.7 14.7 10.5 2925 24 3 25% OF CONTINUOUS & LIGHTING LOAD (KVA) 0.0 0.0 0.0 FIELD NO. 9 3900 LARGEST MOTOR (25%) 30 0.0 0.0 0.0 27 3900 FIELD NO. 9 CODE KVA PER PHASE 1.6 1.8 1.3 3 29 3900 CODE AMPS PER PHASE AT 120V 13.7 1 14.7 1 10.5 3 POLES B4 ,PANEL A SCHEDULE ti KEYED NOTES O1 ELECTRONIC 7 -DAY TIME CLOCK, SPDT, 1 -CHANNEL DIGITAL WITH REMOTE OVERRIDE SWITCH. O2 LIGHTING CONTACTOR.- ELECTRICALLY HELD, OPEN TYPE NUMBER OF POLES AS INDICATED (12OV, 2 -WIRE CONTROL), AT 480 VAC MINIMUM. INSTALL IN CUSTOMER SECTION FOR LIGHTING CONTROLS IN LIGHTING CONTROLS O3 MOUNT AS -BUILT OF CONTROL WIRING ON PANEL INSIDE FRONT COVER ® EACH LIGHTING CONTACTOR SHALL HAVE INDIVIDUAL "H -OA" SWITCH MOUNTED IN MCC WITH ENGRAVED PLASTIC MARKER NOTING CONTACTOR DESIGNATION. O5 SPST, HEAVY DUTY TOGGLE SWITCH (120 VAC) IN SEPARATE WEATHERPROOF, NEMA 3R ENCLOSURE MOUNTED ON SIDE OF NEW ENCLOSURE. © CONTROL RELAY, MULTI -POLE AS INDICATED WITH 16 AMP SQUARE -D CLASS 8501, TYPE PH CONTACTS, 120VAC COIL CONTACTS O7 PHOTOCELL SHALL BE MOUNTED ON MCC FACING NORTH WITH WIRE CAGE. G.ALCpR� v REVISIONS No. DA TE II( � 4ri / / DESCRIPTION c MCC SCHEDULE ti NOTES 0 NO: 16786 m SEP. 30, 2010 Mengineers R I. PANEL BE SHALL BE FABRICATED BY LISTED INDUSTRIAL DE810NED: JA CONTROL PANEL MANUFACTURER IN ACCORDANCE WITHF� TR 16719 Eed PAndit Bkgi , 81u8s 2M UL 508A REQUIREMENTS. qr c �Fo�� Fotvftb HM, AZ 86248 DRAWN: KEL Phor(680) 816641 Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. Call (2) working days before you dig. A LIGHTING CONTROL SCHEMATIC %3 Fax: (480) 816-5540 JA A - A CR JOB NO: 07062 DATE: 9/08 File Name: Drawn: AERA PARK LIGHTING CONTROL SCHEMATIC E10 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: Date: Checked By. MML JEWETTA AVE AT STOCKDALE HWY AND PANEL SCHEDULES 10 OF 17 UW0fTMNF0N&Tat0WrANWNTHM00ouMetrFOROTMRMMTMspEc CFuiromFatvmcHowmffsnMMANDFORo7tMTFANTMouBlrFaWWUrrWMFFMVMAaFORBMMupsWMMFEPM1MMBaWMMNMVMiCER MCREN(iNEMM 1 2 3 MCC VOLTAGE: 277/480V MAIN CB: 800 A BUS AMPS: 800 A BRACING: 36K AIC BKR AIC: 36K AIC CIRCUIT DESCRIPTION BKR CIRCUIT PHASE A PHASE B PHASE C CIRCUIT BKR I CIRCUIT DESCRIPTION POLES Al 30 1 4875 FIELD NO. 11 5850 2 30 POLES A2 / 3 5850 FIELD NO. 11 4875 4 3 5 4875 4875 6 3 POLES B1 50 7 8775 FIELD NO. 11 7800 8 50 POLES B2 / 9 7800 FIELD NO. 11 8775 10 / 3 11 8775 8775 12 1 3 POLES Cl 40 13 5850 FIELD NO. 11 6825 14 40 POLES C2 / 15 6825 FIELD NO. 11 5850 16 / 3 17 6825 6825 18 3 POLES A3 30 19 3900 FIELD NO. 9 2925 20 30 POLES A4 21 2925 FIELD NO. 9 3900 22 / 3 23 1 2925 2925 24 3 POLES B2 30 25 3900 FIELD NO. 9 3900 26 30 POLE ­SB / 27 3900 FIELD NO. 9 3900 28 3 29 3900 3900 30 3 POLES B4 30 31 3900 FIELD NO. 9 3900 32 30 POLES C4 / 33 3900 FIELD N0, 9 3900 34 / 3 35 3900 3900 36 3 POLES A3 20 37 1950 FIELD NO. 4 1950 38 20 POLES A5 / 39 1950 FIELD NO.4 1950 40 3 41 1950 1950 42 3 SECURITYLIGHTS 20 43 300 3900 1 44 30 POLES B3 / 45 300 FIELD NO. 4 2925 46 3 47 360 2925 48 3 IRRIGATION PUMPS 125 49 22421 450 50 20 PARKING LOT LIGHTING / 51 22421 420 52 / 3 53 22421 450 54 3 LOWER PARKING LOT LIGHTS 20 55 420 2925 56 30 POLES B5 / 57 420 FIELD NO.4 3900 58 / 3 59 480 2925 60 3 POLES C5 20 61 1950 FIELD NO. 4 1950 62 20 POLES C6 / 63 1950 FIELD NO. 4 1950 64 / 3 65 1950 1950 66 3 SPACE 67 450 68 20 PARKING LOT LIGHTING SPACE 69 420 70 / SPACE 71 450 72 3 CONNECTED KVA PER PHASE 101.1 101.0 100.2 NOTES: CONNECTED AMPS PER PHASE 364.9 364.6 361.8 25% OF CONTINUOUS & LIGHTING LOAD KVA 25.3 25.3 25.1 LARGEST MOTOR 25% 6.8 6.8 6.8 CODE KVA PER PHASE 133.1 133. 1 132.0 CODE AMPS PER PHASE AT 277V 4804 480.2 1 476.6 c MCC SCHEDULE ti NOTES 0 NO: 16786 m SEP. 30, 2010 Mengineers R I. PANEL BE SHALL BE FABRICATED BY LISTED INDUSTRIAL DE810NED: JA CONTROL PANEL MANUFACTURER IN ACCORDANCE WITHF� TR 16719 Eed PAndit Bkgi , 81u8s 2M UL 508A REQUIREMENTS. qr c �Fo�� Fotvftb HM, AZ 86248 DRAWN: KEL Phor(680) 816641 Section 4216/4217 of the government code requires a dig alert identification number be issued before a "permit to excavate" will be valid. Call (2) working days before you dig. A LIGHTING CONTROL SCHEMATIC %3 Fax: (480) 816-5540 JA A - A CR JOB NO: 07062 DATE: 9/08 File Name: Drawn: AERA PARK LIGHTING CONTROL SCHEMATIC E10 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 3167 Engineer: Date: Checked By. MML JEWETTA AVE AT STOCKDALE HWY AND PANEL SCHEDULES 10 OF 17 UW0fTMNF0N&Tat0WrANWNTHM00ouMetrFOROTMRMMTMspEc CFuiromFatvmcHowmffsnMMANDFORo7tMTFANTMouBlrFaWWUrrWMFFMVMAaFORBMMupsWMMFEPM1MMBaWMMNMVMiCER MCREN(iNEMM 1 2 3