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HomeMy WebLinkAboutRC Adult Sports Prk exp pkg lot -I { J I RA -A hx- C110 0 - \ GA ADtLT SPORIS PARI PA EXPA -..NDED _, _, RK1 .\ G LOT air x � ` �. q. L ,1 I • I ... +. 1 PROJECT SPIE Z CICA VVINC ET INDEX i THESE F-EGORD PeAWIti1G-I ( AS- iUILT POAWI►JGiS) AV t VICINITY MAP ug� Q ��EFA>zEo iso OW ,W>=0�MAYIo� " PROJECT SHEET PROJECT SHEET NUMBER: — NUMBERc CUCA surs�nlTTEo , IQ Pat�T b�( O'TWETS. W"Iti -rN►S 1 OF 38 T 1 PROJECT COVER SHEET LANDSCAPE PLANS �NFoR►•/�ATIOrJ IS 1919LIS- 1EP To 199_ r-EL.IA191ill 19 OF 38 L- 1 TITLE SHEET O O pFt'�Is�I UE2Psl ASSoc�ATE �1A5 I.IOT VERIFIr10 RANCHO CUCAMONGA CIVIL GRADING PLAN 20 OF 38 L-2 CONSTRUCTION PLAN j 2 OF 38 C-1 TITLE SHEET 21 OF 38 L-3 CONSTRUCTION DETAILS Tl INF^ORMATIO" ANP IS WoT OF_Z90W5i11LE Fo¢ FOOTi KvD. 1 Route K) 3 OF 38 C-2 DIMENSION PLAN 22 OF 38 L-4 CONSTRUCTION DETAILS (FENCING 4 OF 38 C-3 PLANTER ISLAND DIMENSION PLAN 23 OF 38 L-5 CONSTRUCTION DETAILS ITS LIGGUK1�Gy Or- avEQuAGy, NDR 4ay IERRocs o�c 5 OF 38 C-4 GRADING PLAN 24 OF 38 L-8 CONSTRUCTION DETAILS onn►SSIOQ5 VJiCAA MA4 NAVE 4065W iWCcRPc9ATE12 II-ITO PROINT 6 OF 38 C-5 ON—SITE SIGNING AND STRIPING PLAN 25 OF 38 L-7 IRRIGATION PLAN & LEGEND THESE pvcLIMENTS A5 A P�scILT - IXATWN 7 OF 38 C-6 ON—SITE EROSION CONTROL PLAN 26 OF 38 L-8 IRRIGATION~ REVISIONS AT SPORTS PARK ENTRY 1 27 OF 38 L-9 -IRRIGATION DETAILS ` 1 ,POM CIVIL— STREET 8C SIGN/STRIPING 28 OF 38 L- 10 RECLAIMED WATER NOTES 00MPLDI 8 OF 38 C-7 TITLE SHEET 29 OF 38 L- 11 TREE, VINE AND GROUNDCOVER PLANTING PLAN �oure 9 OF 38 C-8 ROCHESTER AVE. STREET PLAN, STA. 30 OF 38 L- 12 SHRUB PLANTING PLAN mpow37+70 TO 47+00 31 OF 38 L- 13 PLANTING DETAILS AND NOTES r 10 OF 38 C-9 ROCHESTER AVE. STREET PLAN, STA. 32 OF 38 L- 14 PLANTING DEMOLITION do ENTRY PAVING PLANS w 47+00 TO FOOTHILL BOULEVARD REVISIONS c 11 OF 38 C- 10 ROCHESTER AVE. SIGNING AND STRIPING PLAN ELECTRICAL P LAN S Q DATI DESCEPnON APPROVED BUTIAL Dra 33 OF 38 E- 1 TITLE SHEET AND DETAILS 7ZZ 91¢ r 2eeorj Draw. S7= CIVIL— STORM DRAIN 34 OF 38 E-2 AREA LIGHTING PLAN O 12 OF 38 C-11 TITLE SHEET 35 OF 38 E-3 DETAILS AND SCHEDULES 13 OF 38 C- 12 STORM DRAIN PLAN STA. 0+00 TO 9+49.85 36 OF 38 E-4 DETAILS GRD t DRM 14 OF 38 C- 13 STORM DRAIN PLAN STA. 9+49.65 TO 19+97.83 37 OF 38 E-5 SCHEDULE AND SINGLE LINE DIAGRAM 15 OF 38 C- 14 LATERAL PROFILES AND DETAIL SHEET SOUTHERN CALIFORNIA EDISON [—� �nu►t CIVIL— SEWER AND WATER PLAN 38 OF 38 SCE- 1 ELECTRICAL SERVICE PLAN IL RI" 16 OF 38 C- 15 TITLE SHEET As 011 -� � � 17 OF 38 C-16 ON—SITE SEWER AND WATER PLAN N TRAFFIC P LAN rHM PSS W=a PREPAM BY: FOR PRETATS _ 18 OF 38 TR- 1 TRAFFIC SIGNAL PLAN AT THE INTERSECTION DEMISH, GUERRd & ASSOCIATES BUMDAM �. OF ROCHESTER AVE. AND STADIUM PARKWAY 1993 ,`�`� ESSI��gI asap arm Avsims ao -w�0 MIX a HIeo W �'� cL F� p a Q 9 z IIC1<N3B N1J1BBEt Q( F1IB Q N 29I21 3p V P x CITY OF RA NCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 0- :A- A WPA Traffic Engineering , Inc . PRM'CTNAIMRANCHO CUCAMONGA ADULT SPORTS PARK/ a RJM EXPANDED PARKING LOT TRAFFIC & TRANSPORTATION ENGINEERING ;= SHTl,BT T1TIB C� RMA Grow DESIGN GROUP, INC. D2MISA, COM � ASSOCUMS PfMill T TITLE SHEET MDR 33-23 880 LANGSDORF DRNE SURE 222 FULLERTON, CA 92631 (714) 871-2931 FAX(714) 871-0389 PLANNING AND LANDSCAPE ARCHITECTURE M1 VTICA AVXK s MTI 150 RAN= CM CA 017410 10851 EDISON CT., RANCHO CUCAMONGA CA. 91730 ENGINEERS, INC. (on) rtn--tet (909) 989-1751 (909)989-4287 3828 WEST COMMONWEALTH AVENUE, FULLERTON, CA 92633 27285 LAS RAMBLAS, SUITE 250 MISSION VIEJO, CA. 92691 AFPSOVID TRAFFIC ENGINEER (714) 680-3044 FAX(714) 680-5106 (714) 582-7516 FAX(714) 582-0429 ' SOILS ENGINEER I)m >m� — ELECTRICAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENG I INFER DAA - 0>? CUL S� °�' APPROW 1502 DATES QTY PLANNIR 0 D�wIIIiG No. PROJECT SHEET No. 1 OF RANCHO CUCAMONGA I FOOTHILL BLVD. ( ROUTE 66) z PROJECT LOCATION SPORTS COMPLEX HILTIBENNAILMARK ASER V E/0 EAST RADIUS T.C. DRIVE APPROACH SOUTH SIDE .. ARROW RTE. 70' EAST OF WEST PROPERTY ARROW ROUTE �.~ I LINE PROD OF SPORTS COMPLEX. � Q(1AlJT TY 13�i.AlCfb1�/N ELEVATION • 1158.455 6` T�(icK FET. 4>+ . oV99 4' gA% lrJ CWIVE AmAC SIGNING CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES - 4'TW K� °0J�K 3 kW �'S IL 4,Z0=•F- CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES o GENERAL NOTES 81" 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, Lai le 51 INSTALL WHEEL STOP PER DETAIL fs++�t s) 226 EA. (j�- SAW-CUT AND REMOVE EXISTING P.C.C. ��' PROJECT CONTRACT DOCUMENTS (SPECIFICATION), THE CITY OF RA ,\ C110 CUCA .\. 10 _ " GA ADULT SPORTS PARK EXPA . " DEI ) PARKI ,\ G LOT GRADI . � G PLANS U �V../�\ RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS oQc 52 INSTALL 30" R-I "STOP" SIGN, STOP BAR, AND LEGEND PER CAL-TRANS SPECIFICATIONS. ? ( 2 r REMOVE EXISTING CHAIN LANK FENCE dt POST FOOTINGS 1'F'' FOR PUBLIC WORKS CONSTRUCTION„1991 ED. WITH '92 R '93 SUPPLEMENTS. 'V ' (53�- APPLY RED PAINT TO FACE AND TOP OF CURB (APPLY *FIRE LANE, 4' HIGH L1:TTERS 1/2• x° 4F 0�_: REMOVE EXISTING GATE L•s• CONTRACTOR SHALL BE FAMILLIAR WITH AND SHALL BE RESPONSIBLE FOR ��---+� BRUSH WIDTH IN M • 30' APART ON FACE OF CURBS W/ LENGTH GREATER THAN 10'). ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ( 4 )---- CONSTRUCT 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 104, Al-6 -1291 4•F 2. PRIOR TO START OF GRADING, ALL EXISTING VEGETATION AND 54 APPLY 4" SKIP YELLOW CENTERLINE WITH "D" MARKERS PER CITY OF RANCHO CUCAMONGA (D°)7 Ls v j STD. DWG. No. 133. s�Z,oOv L.F. 5 CONSTRUCT 8• CURB WITH 24• GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 104, A2-8 103 L.F• DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, APPLY STANDARD No.D PARKMIG STALL DOUBLE WHITE STRIPING PER DETAIL( s). 0- %=- FOUNDATIONS, RUBBLE TREES AND ROOT SYSTEMS SHALL BE REMOVED APPLY INSTALL HANDICAP STALL SIGNAGE AND MARKINGS PER GIT�I of RAI�O a"mo� D4YEL�MD,T 4-0�, R EA CONSTRUCT 4' ASPHALT CONCRETE PAVEMENT OVER COMPACT NATNE 9b IS Te►u,/ FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. VICINITYMAP 7 CONSTRUCT HANDICAP ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 102 I�,s s'F• 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING LOOSE FILL &,- FURNISH AND INSTALL H-2(b) FIANDI('.AP PARKING SKIN AND POST (SEE SIGN DETAIL 51rct 5 2 Fq 8 CONSTRUCT TEMPORARY C.M.P. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 311 1 OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE AND DETAIL, SHEET 1 SATISFACTION OF THE SOILS ENGINEER. TO CONTRACTOR -- / NOTICE 58 FURNISH AND INSTALL R-61-20.1 SIGN i >E� Mo LF 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS 9 CONSTRUCT 3' WIDE P.C.C. V' DITCH GUTTER PER DETAIL, SHEET 4 ENGINEER, AND ANY ADDITIONAL OVER EXCAVATION SHALL THEN BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN g PAINT TRAFFIC ARROW MARKINGS PER CALTRANS STD. A-24A. 3 10 CONSTRUCT UNDERWALK DRAIN PER DETAIL (SECTION D-D), SHEET 1L.F. MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PIANS ARE NOT INTENDED TO SHOW �0 PROVIDE ROLLER HOCKEY RINK STRIPING l WIDTH t COLOR NOTED ON PLAN 1 Z t;A. 11 CONSTRUCT f " THICK P.C.C. WALK PER LANDSCAPE ARCHITECTS PLANS 14000 OF AND AS CONTAINED 1N THE SOILS REPORT. THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 12 CONSTRUCT INTERLOCKING PAVERS PER LANDSCAPE ARCHITECT'S PLANS (INCLUDING BANDING AND A.B.) A?ASF T&J6 A•i_ 5. PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 13 CONSTRUCT RETARDANT CONCRETE PER LANDSCAPE ARCHITECT'S PLANS* (INCLUDING BANDING) 0,090/ 530 Tat"A.S. It !ACHES, BROUGHT TPROPER MOISTURE CONTENT AND COMPACTED T �. TO AT LEAST 9076 OF THE MAXIMUM DENSITY, AS DETERMINED BY ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS14 CONSTRUCT 6" WIDE P.C.C. "STEP-OUT' PER DETAIL SHEET 4 11310 4-G U.B.C. STANDARD 70-1 OR EQUIVALENT, A DENSE AND UNYIELDING SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND CONDITION. THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 15 CONSTRUCT P.C.C. DOWN DRAIN •P GUTTER PER DETAIL, SHEET 4 62 L F 6. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE • MI OCCUPATIONAL SAFETY AND HEALTH REGULATIOW OF THE DEPARTMENT OF U.S. LABOR, D WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. 16 REMOVE EXISTING WATER UNE TO THE SATISFACTION OF THE SOILS ENGINEER, PER ON-SITE SEWER do N/A SOILS ENGINEER. WATER PLANS 7. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCON- 17 CONSTRUCT MOW-CURB PER DETAIL, SHEET 4. sib L-F. CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE TRACTORS' COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATTON5' OF THE U.S. EROSION CONTROL CONSTRUCTION NOTES / QUANTITIES ATTENTION OF THE SOILS ENGINEER, CITY OF RANCHO CUCAMONGA. AND DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 18 REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE PER DWG. L-2 OF 14. 'k?�L'F' CONSTRUCTION SAFETY ORDERS'. INSTALL POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE WOVEN FABRIC (MIN. WEIGHT 4 IEA THE CIVIL ENGINEER PRIOR TO PROCEEDING. Apo 19 INSTALL BROOKS PRODUCTS 1218, 12• x 18• CATCH BASIN OR APPROVED EQUIVALENT 8. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB OUNCES PER SQ. YD.) MULLEN BURST STRENGTH EXCEEDING 300 P.S.I. AND ULTROV IOLET (WITH TRAFFIC RATED GRATE) SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL STABILITY EXCEEDING 70%. 24" TO 30" LONG 16" TO 18" WIDE AND 6" TO 8" THICK L.c &- TO 5 L F AND CONSTRUCTION OPERATIONS. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAM APPLY CONTINUOUSLY AND NOT BE LIMITED COARSE SAND AND GRAVEL BAGS 190 TO 125 LBS. EA. 1 SEE DETAIL, SHEET 6 OF G. CONSTRUCT 8' DIA S.D.R. 35 P.V.C. DRAIN PIPE. SEE DETNL,gyeEr•E. 9. PROTECTVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINITY AND HOLD THE lol INSTALL "GRAVEL AND WIRE MESH" FOR CURB INLET PER DETAIL, SHEET 6 OF G. S FA. 21 REFER TO ON-SITE STORM DRAIN PLANS FOR CATCH BASIN AND LOCAL DEPRESSION CONSTRUCTION u/A PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARTS- Apt INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL, SHEET 6 OF 6. 4,60oSF. 22 ADJUST SEWER CLEAN-OUT TO GRADE AFTER PAVING G �'' NOT TO CAUSE ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR ADJACENT ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 23 ADJUST WATER VALVE CAN AND COVER TO GRADE AFTER PAVING 15 EA. PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE 24 ADJUST WATER METER BOX TO GRADE AFTER FINISH GRADING 91A REMOVED IMMEDIATELY, PRoPL=>!TY LI►�EL 10. PRIOR TO START OF ANY PAVING THE CONTRACTOR 25 CLEARING AND GRUBBING SHALL BE PERFORMED TO THE SATISFACTION OF THE SOILS ENGINEER do SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CML CITY INSPECTOR ENGINEER AND SOILS ENGINEER THAT SUB-GRADES ARE 251 WIDE CQA0IQ6j LD/JSTL-IJCTIOW EASEM&iT 26 CONSTRUCT 6• CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 104, A2-6 1$52 L-F. WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. s. 2 ADJUST STORM DRAIN MANHOLE RIM AND COVER TO GRADE AFTER PAVING 3 EA- 11. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT 1; F, FE►JCB -?LA 14 t=nR TY /SAO/ 28 CONSTRUCT CURB AS NOTED, WITH EXTRA WIDTH= I' PER DETAIL, SHEET 4 OF 6. L-6. AND NOTIFYING GRADING INSPECTOR (24) HOURS PRIOR TO THE �•} y22 S Y START OF WORK. 41 IIJIMUM l'/ /.5oI J6WI EXIST -49ADEAT 29 APPLY ASPHALT SEAL COAT PER MANUFACTURER' S SPECIFICATIONS. 12. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO SUPERVISE IJ►SEMEh1T UNE SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY UNE BACKFILL S INCLUDING, BUT NOT LIMITED TO, SEWERS LINES, WATER LINES, STORM DRAINS, tELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. v �� p1L•GPoSBD !1 dEYe1.1D _ 1E G'LAys 5�•G•3ZSoGct`1cLETE til yll 12Apw" 13. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED SAIF &, IS"64. ISA. 1,Ay r s1 c. pAV9WELIT BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF ` I l THE "UNIFORM BUILDING CODE. r( 4.121 D25 f.. LEVE(. L►tJE y 1 N,lt. 1 . 01 1lvl I(D1 X5.001 14. AN AS BUILT GRADING PLAN AND CERTIFICATION OF COMPLIANCE x © � • 11/�1 �;L ,.,;I l, � ✓ � � ' ' '' . ' � WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING 1Jr 2� • ;I s AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND 1l� H b. � � � b i I ) 1 I � • s PRIOR TO FINAL GRADING INSPECTION. �1 ,.111 g $ ? A 15. NO ELEVATION WILL BE CHANGED DURING GRADING FOR BALANCE OF 10 d1 I - J ANY OTHER REASON WITHOUT WRITTEN APPROVAL OF THE BUILDING wit OFFICIAL AND CIVIL ENGINEER OF RECORD. 1 z 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS ,�k �::; ,1 ....• 7th� .. , 8 _, _ 2��p1,� p rill C•A.8 GoMPAc'1•ED ►1ATIvE THAN 0.5% WILL BE WATER TESTED PRIOR TO FINAL FINISH. 17. ALL WALLS REQUIRE SEPARATE PERMITS AND INSPECTION. ?(, ZA -� ?'�- SEGTI�� Z -Z 18. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS - SHEET INDEX ,91 - b �--2,/0 �i ..e'. 4 (go b6 LiZ0 AND INSPECTION ISSUED BY THE ENGINEERING DIVISION. mro yED PL.L. 4ulyme BEY OIJD I - ✓ �- S`1' Z^/.- a: �� i/ �/L � ' I. TITLE SHEET 19. THE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR r vr4pwev hof C.M.I! recti mg /� _1/l. i1� /�� s " // � Q. DIMENSION PLAN PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF r z. STD. VvAq- ►JD• 311. l/�//l "' � lTl ''.v s"// THE UNIFORM BUILDING CODE. Tly/tl�l I /// 3. PLANTER DIMENSION PLAN 4. GRADING PLAN n TEMPoeARY 4.)64-P. G4TC4 0A51r>,1 SECT)ON4 A - A 5. ON-SITE SIGNING AND STRIPING PLAN 1 1� 6. EROSION CONTROL PLAN DAAIEL E. GUERRA R.C.E. 224 DATE SECTION C-C 1 SEE SHEET 4 OF 6 1 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 12.95 SOUTH AT MAIN ENTRANCE 1 E/0 PKG. LOT Z ) INCLUDING , BUT NOT LIMITED TO, ENCROACHMENT PERMITS, DUST CONTROL Ik# 4.95 SOUTH AT MAIN ENTRANCE 1 E/0 PKG. LOT I 1 PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN BERNARDINO COUNTY 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA EDISON TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS I PRIOR TO PAVING I. COMPANY ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. 22. A SOIL DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT. CONTACT SAN BERNARD INO COUNTY DEPARTMENT OF AGRICULTURE AT (9091 387-2111 FOR PERMIT APPLICATION. DOCUMENTATION OF SAID PERMIT SHALL BE SUBMITTED TO THE CITY PRIOR TO ISSUANCE OF ROUGH GRADING PERMIT. GROSS EARTHWORK QUANTITIES 23. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 8300 CUBIC YARDS CUT- - -- -- - -- -2300 CUBIC YARDS FILL CONVENIENCE OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN •LAtI/TS Bf ¢L� j A THE ABOVE NOTED QUANTITIES DO NOT INCLUDE STRIPPING LOSSES, SCARIFICATION DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. /7 OF EXISTING GROUND, OR SHRINKAGE LOSSES DUE TO SCARIFICATION OF ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY EXISTING GROUND, SUBSIDENCE OF EXISTING GROUND, SHRINKAGE DUE TO EXCAVATION, WIND LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED LOSSES, UTILITY TRENCH QUANTITIES, ETC. •A� � IN THE OTHER ITEMS OF WORK. o 13.74 ,y I \ 1 I 1 1 � GaclST61lCT TE.NFboA,a�l C•M.R CA7Z'f/ AVA&V-1 PE,e I / •� qF ",,0440 6LK•gMd✓ L7 1 '1741 ALi/AMBim P /CT ow-4,749 r2ECT>D,tlOjt/ AC ClhT ` G951 1 (4tlTTlrR) MCA/ P/JOW GIS "SG law Z•'T Drawing S Ci AgDVED F4v/Y.I L C; 1 r 5 (rTTI N _ �' /zi 2/ ?y �� •a e o _ DESCRIPTION OF REVISION DATE ApmvzD 3 ' h qhe WEIAEAITS 14,41101--�CAPSTALI.S 27! r il�ll 1= - ) 1 SII ' " • :a o. o ✓✓�� r �, CITY OF RANCHO CUCAMONGA I I-IT v I ✓1,� I% X11' `� /O r,. : •, RANCHO CUCAMONGA ADULT SPORTS PARK 4 - l(: f 1 EXPANDED PARKING LOT ' G Q031 L/PCrLytJf`1EP(S) TYR TITLE SHEET /✓�� � �` ✓ � .� I RECESS a�TTabl OF fDX To NtATGNljyT�K GRADING PLANS p�ICE �rat 7M j /AWSt' - MAW EIJTIZ41.1GE SEDT 101.E e - 8 (SEs 54EET 4 46) ,�- LIAIDIE�•WAC O1ttAJiV DETA/L � SPECT/O�l! D - O +1 APPROVED BY: DATE w .>• 41 ��4�r •.JY�� R.C.E. No. 24953 CONSTRUCTION T.B.M.'S 0'4� 'a�=' CITY ENGINEER° SOILS EIJgI1JEE(�IF•iGj IIJVESTIGjATIO1J 10EPl71ZT BY: �$�`� �. �'(j `��„ D1GN DERBISH dt ASSOCIATES ® A. HILTI NAIL b WASHER IN WEST T.C. �, HILTI NAIL d WASHER I' SIO ECR S.W. w�,'' �� �p G, crm N rOCHESTER AVE. AT NORTH P.L. PROD CURB RETURN ROCHESTER AVE. AND R•M.A. CICOUP �� �� D.G.A. r 3�s4 MWWW 4=0 OA& SPORTS COMPLEX. STREET STA. 46.57 STADIUM PKWY. ON ROCHESTER AVE. t; . ' 4 ( �: m� 83,91 I]= IVEM SURE 150 �- ELEV. • 1187.82 STREET STA. 42.60 10861 EDISo►J GT 11v 7 f \ DRAWN RC., G 91730 (909)9W7-4309 SHIM TEMJ06ZRZ � CAdi C.4reW ON-q U 6?Er.V14 ELEV. 1179.95 �►I.icao cucA. ca. °11'130 D.G.A. I OF 6 v HILT( NAIL d WASHER I' N/0 BCR N.W. )✓�. I�0• 9�~Z4Z-01 � � ,�,d �., lbRB RETURN ROCHESTER AVE. AND HILTI NAIL d WASHER I' N/O BCR N.W. DATED LIU�! I)5 19°J3 �909)989-1?51 Jr \� , lt�= STADIUM PKWY. ON ROCHESTER AVE. RB RETURN ROCHESTER AVE. AND ' 9 `CIVJ'� OQ.t' CHKCI� p IEL E. GUERR E DRAWING NO. STREET STA. 43.95 JACK KENNY DR. ON ROCHESTER AVE. ELEV. • 1182.46 STREET STA. 37.82 LEV. • 171.385 _ CITY_- RC.E. Ko.29224 Ezp. Date 3/31/95 Date 'M ; 1502 PROJECT SHEET No. 2 OF 39 n N89.48'55' E 986.01 ' - _ U �d N89.48'55E 936.01 ---- - .. .. .. N89'48'S5'E 324.67 .. .. .. .. .. .. .. .. .. .. .. .. .. .. 'E .. 6.00' N89'46'15'E 117.00 VARIES, 6.00' IAINItrlUfrl N89'46' 'E 117.00 N89'46'15'E 117.00 N89'46'15'E 117.00 i Z6Go� o 119 120 121 O ^ 10 O T 104 104 104 0 10 110 10 O 18 o _ ISLAND ISLAND I-B ISLAND I-C ISLAND 104 _ `e3 _ 0 17 , _ 17 , , 105 13 9 X 17 STALLS- 117.00 1219 X 17 STALLS- 10>f.00 14.00 13)9 X 17 STALLS 117.00 14.00 13)9 X 17 STALLS= 117.00 $ 116 I_D 107 O .o N 19 ' I 14 9'X 18' STALLS= 126.00' 18.00' 14 9'X 18' STALLS= 126.00' 104 105 �� N 109 16 9 X 18 STALLS= 144.00 1 O 26.00' _ I 1 16 I N II- I N I I L I I I Ill8' 104 0 0 14' 31.00'MI • 26.00' 0� 11 p 6� r7 (VARIES) , •'8'•. o los � s I II , IS D I - < I I5'X 5' TREE WE (TYP.) 17. 50)!'X 18' STALLS 450.00'cn zw 849 9'X 18' STALLS= 441.00' W Q AT+T o W4l7 O ^I �.5' b , 1 .70. 16 16 15 Z o 29 + + + 4- 4- 0 o a g N o ° I I I � IS�T''!A�' TD I - •cd o 0 0 0 11 1 OX I) ^ O. N N N II 3 ^ C I ( I I I I ( I II II II J o �n � 'F�- ' ` < C : off, 49)9'X 18' STALLS= 441.00' N N N N F<-• N N N N •.-. o Q P� u^�" Z ® N (14)9'X 18' STALLS= 126.00' 9' _ 9' (14)9'X 18' STALLS= ' Q� OD CD O O A O ..N I I I I I I I I Ir^�ix � x x x x x x x :` w a' 115 CID In N N , 2s I N I I in I II- I 1 Z SL' o 10.5' +4- T T 10.5' 17' _ fin. I I I • I I I (49)91 18 STALLS= 441.00 b 26' 24' 24' 24' 26' I Z ® N �OIf Sl'RUGT Pc4• SLA& "' x (,VARIES) 18' 18' 18' 18' 18' 18' 18' 18' ' 14' 31'(Mw) I I I (VARIEs) O I I 40 � I I- oo�d 0 50. e'Pi . o < Q .^,� 1 .70 ui �' 3 ' ISLAND m � 7 m . . � � � � 3 ^ o ,s. I r'�. II �3i�' I-E ISLAND I-F ISLAND ISLAND I-H 17' x III I I I 1 1 Fk 1 4 14 Tj I I I ^I I ( I < y 0 _ (9)9'X 17' STALLS= 81.00'13 In (!)!'X 17' STALLS= 81.00' 8)9'X 17' STALLS= 7200 c Z (48)9'X 18 STALLS- 432.00 IL W -F ))�[[ °^ N (49)9'X 18' STALLS= 441.00' C N ® 10t ® l4�l �11)J •46 5'E L00 ® © 46' ® © '15 7 I I I I I I I •46'15 31 6 I l S 10.50 � y�:w � `�' ' o ��%\ �•,.= o II I NJ JI-11 JIS:[4D II - N a �\ N89' 46 15" E. 399.53• ` (14)9'X 18' STALLS= 126.00' 9' 19)9'X 18' STALLS= 171.00'Ln 9$ (14)9'X 18' STALLS=-126.00' - - - - - - - cn �' H DICAP STALL / (i) -� :• b 1K � 49)!'X 18' STALLS= 441.00' a �r fi K 9' IDE STALL .. � � / \ o E-i _ A 46'15'V 72.00 S89' CD 'W 83.00 S89'46'15'V 72.00 1 • T z ci l 3 10. .5 1 ® I L I I IS DI I� v o (6)9'x 17' STALLS--54.00' 10' [7)9'X 17' H.C. STALLS W 4 5' MADE 8 9'X 17' STALLS = 72.00' ' i STALL ISLE = 83.00' - (49)9'X 18' STALLS= 441.00' W .�70 � � .' • � N (50)9'X 18' STALLS 450.00' N 26.00 , ISLAND PARKING LOT IIa I *_ ) - L__ �, 2i' . s' I ( I ( I I I 17 a s II-A $ t7. :$ 17' �_ 6. ! I I _ s' O IS II b _ :� © 12 93' 16.00' 16.00' 15' Z 27 _ 104 Z k' 26' 19 101 S N II K I I - t. 21 C 26.00' - _ I I II'X I I I 100 112 112 6) 9 X 18 STALLS= 144.00 F 019 1 ST�LLS 12600 104 24 )9'X 18' PARKING STALLS = 180.00' ISLAND o 0 o w 113 14 97 18 STALLS= 126.00 18.00 18.00 3 O o ' 36.00' 7's. 38' M��. 4 II-B14 jp $ 8 104 VARIES) 103 N 103 N N 104 (13) 9'X 17' STALLS= 117.00' 1 9'X 17' STALLS= 117.00' 104 (13)9'X 17' STALLS= 117.00' 104 (13)9'X 17' STALLS= 117.00 N 54' ! 9'X 17' STALLS =81.00' !) !'X 17' ALLS = 81.00' A0)9'x 17' STALLS =90.00' N89.46'15'E 89.93 0 --- 25 i. P� 104 11 ^ 10 O 11 ^ 10 O O 10 O 11 � 14 10 Q 10 11 6, 10 11 10 11 in o I - N '46'15'E L00 46 5'E 1.00 6 89 15 46 V 7 0 14 '46 'V 7.00 14 46' 'W 7.00 S '46'1 'V 7.00 Ll w S89'46'15'V 931.58 PROJECT DATA N89.4s'IS"E 985.58' DATA SCHEDULE CURVE SCHEDULEo�D o�Wl�� 'iZZ�GROSS SITE AREA �tg � ( to � street) R E � NET SITE AREA /d.rel AIG ( t O IJ . 1 . ) LAUNDER LENGTH BEARING KMDER LENGTH BEARING NUMBER RADIUS DELTA LENGTH TANGENT NUMDER RADIUS DELTA LENGTH TANGENT DESCRIPTION OF REVISION DATE � N 1 14.03 N89'46'15'E 16 13.30 S89.46'15'W 100 15.00 85'13'11' 22.31 13.80 115 4.50 180'00'00' 1414 2 36.00 No0.13'45'V 17 8.00 N89.46'15'E 101 3Ao 94.46'49' 4.% 3.26 116 8,00 89.39'58' 1252 7.95 CITY OF RANCHO CUCAMONGA 3 17.00 S89.46'15'V 18 23,48 N89.46'15'E 102 5A0 180'00'00' 15.71 117 19.00 90.22'42' 29,97 1913 PARKING SCHEDULE : 4 12.73 N45'13'45'V 19 26.00 S00.11'59V 103 3.00 180'00'00' 118 8.00 89.37'18' 1251 7.95 y RANCHO CUCAMONGA ADULT SPORTS PARK 5 17.00 N00.13'45'W 20 23,29 S89.46'15'W 104 3A0 90.00'00' 4.71 3.00 119 BA 90'20'02' 12.61 8A5 EXPANDED PARKING LOT STD. STALLS H/C STALLS V.A. H/C STALLS TOTALS 6 1200 S00'1345E 21 3.00 S00'13'45E 105 15.00 89.57'20' 2355 14.99 120 100,00 25'3254' 4459 22.67 3 PARKING LOT I 227 - - 227 7 12.00 N00'13'45W 22 14A0 N89'46'15'E 106 3.00 90.07'39' 4.72 3A1 121 80.00 25.35'34' 35.73 1817 Q 8 17.00 S00.1345E 23 14.00 S89.46'15'W 107 17.00 89'55'01' 26.68 16.98 DIMENSION PLAN PARKING LOT II 86 7 1 94 9 14.00 S25'08'52V 24 20.32 N89'46'15'E 108 3.00 92.46'01' 4,86 315 Q PARKING LOT III 850 - _ 850 10 14.00 S00.13'45E 25 2013 S89.46'15'W 109 17.00 78.49'06' 23.39 13.97 11 14.00 N00'13'45W 26 8A0 S89.46'15'V 110 106.00 0'08'24' 0,26 013 SCALE 1" =30' 12 21.98 N89.4855E 27 13.86 S89.46'15'W 111 15.00 98'33'18' 25.80 17.43 TOTAL 1171 , 13 14.00 S21*W15'E 28 1250 N89'46'15'E 1.12 15.00 90'00'00' 2356 15.00 1/�r� - APPROVED BY: DATE - 14 12.73 N44'46'15'E 29 12.50 S89.46'15'V 113 17.00 81'47'12' 2427 14.72 f�IIOQ`r_' „ _ �� 24953 CITY SLAG R.C.E. No. 15 17.00 N9T46'15'E 30 13.98 N89.46'15T 114 3A0 98'1248' 5.14 3.46 tt.�F� �,; DEs[ciN D lSH dt 1'BS IDRD LANDSCAPE AREAS : 31 4A0 SW46'15'W 4'` D.G.A. °� SOFTSCAPE S.F. ti " \ DRAWN RC., Ck 91790 (�)sMt-qot sllel� N 50 91 `. y r ; . 8361 UTICA AVIQ1Ua suns 150 z� HARDSCAPE 19 X70 S.F. 7` D.G.A. 2 of 6 v ��` ` � D LEL E. DR GUERRA• AIUG Ifo- • TOTAL �4,383 S.F. 1.G2 ACRES ti,''llr`�:._' . . ..._J,.• ,•, C -. +�"�• X ,,1 ''y f CITY RC2. No. 29224 hp. D*t*3-31-95,.,.j4j6 1502 i PROJECT SHEET No. 3 OF '� ISLAND III-H ISLAND III-L 8' 18' 15' 603 3z7 503 So3 327 So3 sll PARKING LOT I __ PARKING LOT III 510 o O 509 512 Z 304 N89.48'55'E 29.94 311 509 O 316 315 316 315 324 O 317 0 o O o � i _ 302 504 sOs 506 .o � - 507 508 .o 318 O 318 d 501 O 502 O o 0 0 O O O O328 328 I 303 305 307 306 310 309 o 316 317 18' 18' 510 319 ao 0 500 o O ` 0 503 503 300 300 503 308 0 6' - sTAD i 301 300 O o 0 0 ISLAND III-A ISLAND III-P PARKWAYPQ O O • - U1 18' 18' 18' 18' ISLAND I-C 18 16. 513 p n E Sob a }D ISLAND I-D ILI __ ISLAND I-A ISLAND I-B PARKING LOT II 503 O 503 O 321 503 O O PARKING LOT 1 ,0.5• _ REFERENCE MAP 10.5' 430 600 0 1" =200' cs a c") M 16' 18' 18' 16' ft f c) 312 18' 18' 18' 18' 312 ISLAND III-B ISLAND III-Q iD � o sll 511 OD y Z �, 314 313 313 313 313 313 313 309 503 503 503 503 513 � S89.46'15'W 3000 t° 513 513 �° S89'46'15'W 30.00 322 c° 513 513 O 322 2 TANGENT TABLE - 513 _512 512 308 308 ISLAND III-I ISLAND III-M NUMBER LENGTH BEARING NUMBER LENGTH BEARING 503 321 503 S503'8 503 503 329 503 503 321 503 301 16.00 S89.46'15'W 316 15.00 N00.13'45V000 00 - - 302 18.52 N85'39'49E 317 13.00 S00013'45E ISLAND I E ISLAND I F ISLAND I-G ISLAND I-H 10.5' 10'5' 303 2.06 N00.13'45'W 318 9.00 S89'46'15'W `o 316 315 io 316 315 io 0 304 20.05 N85'39'49E 319 14.99 S00'13'45'E o c 0 305 3.50 S00.13'45'E 320 12.99 N00'11'05'W M ch w 306 14.97 S89.46'15'V 321 4.50 N89'46'14'E 307 14.% S89.46'15'W 322 4.50 S89.46'14'W U-) Ln v 1 318 318 c`o ch 308 13.00 S89.46'15'W 323 9.00 N89'46'15'E Z:' o g' ger0 z N 309 9.00 N00'13'45'W 324 13.00 N00.13'45'W ZY@32 310 14.99 S89'46'15'W 325 12.00 S89.46'15'W 511 511 ISLAND III-C ISLAND III-R O311 12.99 N89'48'55'E 326 18.00 N89'46'15'E 503503 503503 312 13.00 N89.46'15E 33227 12.00 N89*46'15'E 8 1800 89'46'15'WO O 313 15.00 N89 4615E 316 314 9.00 S00'13'45'E 329 3.00 N89'46'15'E 315 a0 0 W 330 3.00 S89'46'15'V PARKING LOT II 514 E� 514 0 323 503 ~ 503 323 503 315 503 O o 0 _ io 316 O ao 15' 7D, vcz z gcs o ISLAND III-D ISLAND III-S M 511 sl' Li s 3 w v G 00 0 0 Z N z CURVE DATA SCHEDULE ISLAND II-A ISLAND II-B r► 1~� 503 503 NUMBER RADIUS DELTA LENGTH TANGENT 503 318 503 318 O 500 2.00 120'26'11' 4.20 3.49 501 t o o o 12.00 6 11.61 6.31 502 7.25 94.06'26' 1.91 7.79 n 503 3.00 90'00'00' 4.71 3.00 504 8.00 85.53'34' 11.99 7.45 0 503 321 S503 . 503 321503 505 8.00 94.06'26' 13.14 8.60 506 3.04 180'02'40' 9.54 ISLAND III-T 10.5 507 3.03 179.57'20' 9.50 7807.68 10.5' 6o 508 3.01 180'02'40' 9.47 0 0 °r0 ISLAND III-E o 0 509 20.00 61.57'10' 21.63 12.01 0 0 M 323 323 " 510 3.00 118.00'11' 6.18 4.99 fh w LO 511 3.00 118.04'21' 6.18 5.00 Lr> to M M 512 20.00 61.55'39' 21.62 12.00 SCALE 1" =20' CD c 316 315 316 315 6o 6p c 513 3.00 180'00'00' =Y32 - "' 514 20.00 123.51'18' 43.23 37.50 503503 503 503 503 330503 s� 503 O O 330 000 O ISLAND III-J ISLAND III-N 321 503 O 603 321 503 O503 10.5' 77 10.5' _ QD ISLAND III-F C �, ISLAND III- w _ � W u') u") M C") M M : .. io O c 60 o - y 503 322 503 503 322 503 DESCRIPTION OF REVISION DATE �m 022 0 CITY OF RANCHO CUCAMONGA 513 RANCHO CUCAMONGA ADULT SPORTS PARK 513 EXPANDED PARKING LOT 2- 6' 18, LAN D III-v �ISLAND III-G ISLAND 316 317 PLANTER ISLAND A 324 315 io io O O O 326 326 O o DIMENSION PLAN 323 323 - _ 324 317 316 315 316 315 is 5124 APPROVED : DATE o O _ � .: 512 ' t`�,4.' = CITY ENGINEBR i R.C.E. No. 24953 14% O 511 ASSOCIATES FdMOUNIDED 511 503 O503 503 o DgGK C1IINGD®5 DGA 1,13, 8331 Ul1C► VIM 90113 150 DR&IM RC., Q 91790 (909) 987-4M SSW M 4 \ ' DGA 3 OF 6 U ISLAND III-K ISLAND III-0 "..� CHECM DqM g. GUERRA D uTmG No. R.C.E. No. 29224 lxp. Date 3/31/96 Date l i 1502 PROJECT SHEET No. 4 OF ^_�.I CONSTRUCTION T.B.M.S EXIST- I � I. qh A. HILTI NAIL d WASHER IN WEST T.C. D. HILTI NAIL d WASHER I' N/0 BCR N.W. ROCHESTER AVE. AT NORTH P.L. PROD CURB RETURN ROCHESTER AVE. AND 0 ` SPORTS COMPLEX. STREET STA. 46.57 JACK BENNY DR. ON ROCHESTER AVE. X gX/ST eoar it J� e, 1 ELEV. ■ 1187.82 STREET STA. 37+82 uti g 1P�oPo51Efl 4Q17912 •UP '18.7 so Lts ELEV. . 1171.385 �h . HILTI NAIL 9 WASHER I' N/0 BCR N.W71 . VARtEy, 0.4L1 io Q 191 CURB RETURN ROCHESTER AVE. AND 11 STADIUM PKWY. ON ROCHESTER AVE. �J M. . ,�1 y STREET 582.463.95 BENCH MARK Z x..._I Its o� CaJsf 4 Cowt¢EtE. Z 1 � � '� �• �`�' � 1'1 �� r ; Bob' � � ,..:: L C. HILTI NAIL d WASHER I' S/0 ECR S.W. HILTI NAIL d WASHER I' E/0 EAST RADIUS v V E -1 4 I§ l5 CURB RETURN ROCHESTER AVE. AND T.C. DRIVEWAY APPROACH SOUTH SIDE ' Qo >` z P=te STADIUM PKWY. ON ROCHESTER AVE. ARROW RTE. 70 FEET E/0 WEST PROPERTY I I� ,z v �i I STREET STA. 42.60 LINE PROD OF SPORTS COMPLEX. LEV 7 ELEV. = 1158.455 II} 4 cA per. 4 �S Val DBAl1J uTTE0 DL A JL C.F.vASA4, eEFER TO f`V6,JEGT 5?F%61Fl4ATLO1.i5 APP6sODI)C D -BID ALTEOATOR 2 N K c Fog P.L•L. ROtL$L' 1•}GGKSY SLA.& 4L'TE94aATE WV '�° A � p _.J �.. _ I�cr�cT �,c1sr. elae�.► w P a� rYF ej edLISTC40 TWAS11, SWC-L. f0C PLAWC. ` 17 0� E AYE it`rtt.A 1 -_ 40 1 R L Q �j O ETCI 1. 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G01J5TZUcT 6rl cum -DAILY PER• L'.AI.IGFIO G�1GAv✓1O►.IG,A STV. t7W�. 1.10 IG¢ A1-6 4 S2 r V ft' 7 1 / 1` d 8�.,� �1� �,49sp. doss or asr� �9y i g�sdl`4 o A �*•` I , r 1 C,►1TTer FVZ IEAQ6I.0 GUCAMOW4AA STQ oW4*. Wo. ASL41�10 ' N w.n + 3C-L ev �J' g• ,� �' /�1-Lo1JSTtc UGT >3l GtAcB W top +v',� �1Sv Z 10♦, AZ-8. J a• n .m � c \ u /5 P rj bb• u to �I.00 • w _ t ,,t° `e` ��� �fbA rj. eAa l4 SL I} I a� eu tv -GOMSTrucT 44 ASP4IALT C.0WCRETE MNEME1•!T &9e 66164MCT NATIVEO Q -* • r s l� „ t 'sop` ��b 43 ¢, - �' ��t `� �2 Mo,v ►1s TeUGS IAA►JV"ly GGESS DAMP reg 9AI16NO GUCAM0 ` slrz C 1 U •� �•. �W �ti !�� t� �u u �'�u . n bu�o' �uD GG11ST�llI IGT 4e 1`�a14 STY7• DV.II.I- 1�0 102. 23 ts.rl�zt �Y ,, >' P f�" b TEMPoe Y c.M.P. 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DETAIL ___-_ _� 1D ate att� + I.} ` ` MOW CAJF-B f3E`fONID �n ti 5 1-4 oF T '� �` , * k` �`' no ^tu ,r► y . �, y b �u '� ;r. �'�• ♦r d� . ��,� �• �� �^s' � � A�" d� •' �'•� •a � • � e� fi�ryti� �' �`� `�a 4 I I ':;•-,,,,.�`� :4��' rr� 11 - 19 11 n 1`/ 18 ,,1 �.r v11/1r S EG T I O 1.1 X _x 1 �a ?7 To TSE 75.71 1? i 1 5 Q � f =-1 a � UODU a'• � � I' ' 1 0 o 19 4 r/S7 I CIIAkk4W I 1 ��• z F. �g (PEt S.R M/W ,p a �ol'ES: lzawr l Drowln �i - WE TE d.M.Al t *IMV rT^A* T4E G MdIJ/MUM L.�E. l� res 1 " k V �� DESCRIPTION OF REVISION DATE arx N G scr/ /t , ?Mv 414Y gE eA41r1Wv /� .I tc 14 q "mom r alcl r 14 4 / ,� r� � /s t,wo aw u./ves>•1it�v •SIA . ,� p�• 1"d. 3 ���� o • ' a : . :l 1 ► � Q _ �, , >. s>�», o CITY OF RANCHO CUCAMONGA !1 1 I•rad 1 ,. z r O CGaJf. ) Y V C1.4lAa �G' Ae V V I - Wir PVC PIPE SA"W Ae aar f I � 4 I � ej � � � e 7Eo so nvvT •vo �1rr� nrE 1 �� s99� T RANCHO CUCAMONGA ADULT SPORTS PARK G ,I >r^ �/lela. CrS ~Jr rAdf� go" EXPANDED PARKING LOT 29e t,t Q :I .I a Q o e •• atW 8 f,AdOVEW W4M MWL1 1 I �s a. CW Vee16, v-tv it- Ilk t GRADING PLANQL v •`• . o.• n ; " � 1�,. I' p. - Er�Csr/�Y �IA'� , o . •.• 2�cc.e + .•:r�`�..� . � AIR II!<I oW IJ Ir1ocTAt • ' l T.o0f0 I 4 C-F OW" - - Y R SWIMAT P/PE �4CGEosS TLE.cAC�! K/ �D�C y 1 o , �- 9, • ; : I" 3 �' I t, ' l �I ccwtlrErir "exAAcc .6s tc 60406,4�� c APPROVED BY: DATE o p. CITY IItiG]NA/� R.C.E. No.24953 `\y ;c N 1 / . fo D� DES= DMWMH A ASSOCIATBS RECOMMED STEP-DUT DET�7/Ly oJrcta yuTr,�a �era1c ,�,� % , an n 14 (�,"r 9 -D.G.A. 14 �-1 /�/rte¢ -1- LNa sr•A�� t i l`1 83,91 UTICA AVENGE 901'!8 150 - -- S EGT I 1.1 E - E �-FEQCF_ P05T F40T tlsy 1G �p I!�!r/Itl PIPE OETA/L �'/PE CD�c%cIECT�G/c! DRAIN RC., CA 91790 (IN) 987-4900 Ski W A 7wMOM dt / (PEC [vAUOli"A9E AQCr/�S PtAc1L� � I 1 Ip I ,i ►k D.C.A. - 4 -- O>R 6 U MQVJ - 4LICO FETA I l._ CHI= DJNIEL E. GUERRA N DRAt1II1T(i No. t�•�f f�OLL�{z GJATE A¢EA l7E1AJJ, 5f�1,IT� CITY R.c.E. xa.29224 . Date3/3;/DL DateLs461502 ° PROJECT SHEET NO 5 OF 58 52 LJ I I I I I . 53 64 55 5 I � S10P I I i T1 z4f I ,Is' Is' O ! Aj 95 I • s+ 51 � SI I I ( W to I I I I I I I I I I I I I �o I � �Im I • j 55 I I• I I I I I• I I I C0t1 s*acr F26.6- SLAB 1 0 - I32. low I I I I I I %L fT j W + STADIUM PARKWAY 0 PA, 4f 00 510 ® . 1P I As SlpwwJ S 0 AN ACCESSJBLE STAT I I- is. �F ,� I �� v 54 -Cj W 53 I I I IR• b' �„ , • W cr I n n I � � � 53 •°°� 53 55 ' 53 I .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. A 9' TYPICAL I CONSTRUCTION NOTES 51 6.00' INSTALL WHEEL STOP PER DETAIL HERE-ON INSTALLft '7 R-I "STOP" SIGN, STOP BAR, AND LEGEND /I '_ Oeeord Praw 1 n 9 /�/ op 9ZMIN y 0 9"MIN PAINT 4" DOUBLE WHITE �— PER CAL-TRANS SPECIFICATIONS. � 3/4' DIA. HOLE(S) 1 MAX STANDARDD STIALLS CAL AT ALL C117 N A— PPLY RED PAINT TO FACE AND TOP OF CURB DESCRIPTION OF REVISION DATE WHITEY OFl3O' APART ON FRE LANE7, 4! IGH ACE LETTERS URBS W BRUSHWIDTH (GREATER THAN '. �� ~ 51 ' '° _ CITY OF RANCHO CUCAMONGA 5' X 5' a— APPLY 4" SKIP YELLOW CENTERLINE WITH V MARKERS PER \,nr- RANCHO CUCAMONGA STD. DWG. NO. 133. RANCHO CUCAMONGA ADULT SPORTS PARK ? o-- APPLY STANDARD PARKING STALL DOUBLE WHITE STRIPING PER DETAIL HERE-ON EXPANDED PARKING LOT 3 UWLM • _ WTCENTERLINE OF #5 BAR (2) 13 B�SEE SECTION BELOW - APPLY/ INSTALL HANDICAP STALL SIGNAGE do MARKINGS PER RANCHO CUCAMONGA,�YM M �— DEVELOPMENT CODE ON — SITE S BE,�AMY A �A CONCRETE FILL TO SMOOTH 01"'°� °M f. TOP FINISH 24 57 FURNISH AND INSTALL H-2(b) HANDICAP PARKING SIGN AND POST SEE DETAIL AT LEFT SEE SIGN DETAIL HERE-ON wY FOR WHEEL STOP ( ) .. AND STRIPING ON'f THEMOMIN& ::,: INSTALLATION / EPDXY . ' ::.:i:•:STOPP TO V.*.,.::' t;(U.N.O.) 58 FURNISH AND INStALI R60-20.1 SIGN APPROVED BY: _ DATE — OG ASPHALT PAVING : : I) �pf ESS/0 •• CITY ENGINBffii R.C.B. No. 24953 . PER MIWUF. SPEC. �::'�::�::::: ::=:i:::•:• (2)#3 BARS old •. PAINT TRAFFIC ARROW MARKINGS PER CALTRANS STD. A-24A ' Q E. PROVIDE ROLLER HOCKEY RINK STRIPING 1 WIDTH i COLOR NOTED) ,`,`� �`�,�. G�,�� F�� D1i:R(ilti CI►II. D & ASSOQTZS H-2(b) "HANDICAP _ DGA PARKING SIGNtrawl 57 5 BAR, 1 C LONG ;T,, Lc' 91 �vDtOJi svaE lao 294 z; DR/tlni RC., Ci Y1790 I i� SECTION A—A x�� DGA (�) U WHEEL STOP DETAIL STANDARD PARKING STALL STRIPING l9r c)VI� ��Q 5 °� 6 C1 tc +, CfIUMA IEL E. GUERRA DRUG ]Ilo. CITY ]ICE. xo.29224 Date 3/31/9544 15 0 2 PROJECT SHEET No. 6• -OF 38 INSTALL P.V.C. OVERFLOW DRAIN PIPE PER DETAIL BELOW 07 85� in IFN. 0 an AI .AI I1 100 100 7 77 '7I < < 100 1 w 1 100 I I I F I I = -1 FF1 I I I u W W 1 Q d IO � I w l ' z 1 N x CONSTRUCTION NOTES W 1 100 INSTALL POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE WOVEN FABRIC (MIN. 10 WEIGHT-4 OUNCES/S0. YARD, MULLEN BURST STRENGTH EXCEEDING 300 P.S.I., ULTRAVIOLET STABILITY EXCEEDING 70%, 24" TO 30" LONG, 16" TO 18" WIDE, 6" TO B" THICK COARSE SAND AND GRAVEL BAGS l90 TO 125 LBS. EACH). SEE DETAIL HERE-ON. IDI 101 INSTALL "GRAVEL d WIRE MESH" FILTER FOR CURB INLET PER DETAIL HERE-ON. 1 10 INSTALL STABALIZED CONSTRUCTION ENTRANCE PER DETAIL HERE-ON. 1 i00 _ OI CONSTRUCT PERIMETER SAND-BAG BERM/ DRAIN PIPE. PER DETAIL BELOW lfl "s Li ,pl ' t� � 100 � g Z X00 r& 711 W • O X ;� • ,X . . . . . . . . . 100 INSTALL DRAIN I ' 101 Ipl DETAIL BELOW) IN CATCH BASINPIPES PER AREA]FOR OVERFLOW. ►00 0 �o0 too 100 100 I . Ulm 1 1 ) INSTALL DRAIN PIPES (PER DETAIL BELOW) WIF IN CATCH BASIN AREA, FOR OVERFLOW. GENERAL NOTES SAND BAG I3ERM PER DETAIL RIGHT INSTALL DRAIN PIPES (PER DETAIL BELOW) GRAVEL FILTER IN CATCH BASIN AREA. FOR OVERFLOW. I. ALL EROSION CONTROL (DESILTING FACIUJTIES) SHOWN ON THIS PLAN SWILL BE IN PLACE & INSPECTED WHEN THE 5 DAY ��• (3/4. TO r RAIN FORECAST EXCEEDS 40% 100 GRAVEL) 18• MIN. 2. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING OPERATIONS. crff WIRE MESH WITH 1/2' DESCRIPTION OF REVISION DATE APPROVED N 4 OPENINGS 3. ROUGH GRADING OF PERIMETER AREAS SHALL BE UNDERTAKEN & PERIMETER SAND BAG BERMS/ DRAIN PIPES, SHALL BE INSTALLED IMMEDIATELY 00 "SEEPON COMPLETION OF SITE CLEAR AND GRUBBING OPERATIONS. P.V.C.PS FOR CITY OF ECHO CUCAMONGA . FlL ERED WATER 4. CATCH BASIN SANDBAGS DRAIN PIPES GRAVEL & WIRE MESH SWILL BE INSTALLED IMMEDIATELY UPON COMPLETION OF MAINLINE STORM DRAIN O O O 1 TO 3' COARSE ! : LOCATIONS %D AND CATCH BASIN INSTALLATION. / 4";a 000000000000 AGGREGETE — i — RANCHO CUCAMONGA ADULT SPORTS PARK O�} O O O O O — —� 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ON TO EXPANDED PARKING LOT 00000000000000 0 0 0 :' I I PUBLIC OR ADJACENT PROPERTY AT ALL TIMES OF CONSTRUCTION. DUST SWILL BE CONTROLLED BY WATERING, OR OTHER APPROVED METHODS O O O O . • — I y 4�' MINIMUM y 1. 0 0 0 0 0 0 0 0 0 0 0 0 0 G' MIN, v o THROUGHOUT THE GRADING & CONSTRUCTION OPERATIONS. 3 .00000.c>O O O O O 000 O 06,080 O l WOVEN FABRIC SANDBAG FILLED 6. A STAND BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASONS. NECESSARY MATERIALS SWILL BE EROSION CONTROL PLAN i O O O O O O O O O O O O .�'.�'• EXIST] EDGE OF O O O O O O O O O O O '• AVAILABLE ON-SITE AND BE STOCKPILED AT CONVEINIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS PA NT 9 000000000000000000 — EMINENT. y 0000000000000 T �::::.,P :::.. O O O O O I 7. DEVICES SHALL NOT BE REMOVED OR MODIFIED WITH OUT THE APPROVAL OF THE CITY INSPECTOR. Q 0 0 0 0 0 0 0 0 CURB INLET 000 8. AFTER A RAINSTORM, ALL DEBRIS SHALL BE REMOVED FROM ALL CHECK BERMS AND DESILTING BASINS. �PRO� BY: DSTB �pL/ GRAVEL AND TIRE MESA FILTER FOR CURB INLET 9. THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE THE CITY OF RANCHO CUCAMONGA WITH THE NAME OR NAMES OF PERSONS TO BE ACITYPP Ej1jGj�jZ Com' R.C.E. N0. ?4953 �[ l01 O CONTACTED IN G1SE OF AN EMERGENCY, AND A TELEPHONE NUMBER TO CONTACT SAID PERSONS. /����"`"ted s ��IIO�R��`-- a GN SCALE 1" =30' D= DERBISH G RA & ASSOCIATES ��DBD 4' P.V.C. PIPE FOR DRAINAGE `1�� F. ',�a � SEE PLM] FOR LOCATIONS OF �� �, �,� ✓� - D.G.A. CIVIL ENGINEERS /� S OVERFLOW PIPES. 8331 Z`� �9 r :� 8331 UTICA AVE. SUITE 150 DRA11N R.C., CA. 81730 (909) 987-4306 DRAIN PIPE DETAIL oz STABILIZED CONSTRUCTION ENTRANCE DETAIL loo SAND BAG BERM, w �9�24 ` D.G.A. s OF s v WIDTH SHALL BE 44' AT SOUTH ENTRANCE, & 35' "�`rl. C1Vt\. �`� ��` �® DA IEL RRA DA4,111) D o. AT NORTH ENTRANCE. �"?F CIN 1502 R.C.E. NO. 28224 EXP. 3-31-95 PROJECT SHEET No. 7 OF_ 38 WATER SYSTEM GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, THE CUCAMONGA COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS, AND THE l STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT11" VRA 1991 ED. WITH '92 & '93 SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE NCI-IO C UCA AION (;A A D U_L T P T TO THESE STANDARDS AND SPECIFICATIONS. S OR S PARK 2. ALL WATER MAINS SHALL BE INSTALLED WITH 36' MINIMUM COVER. 3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM IS 9 P.S.I. /03 P.S.I„ RESPECTIVELY. EA KIN LOT 4, FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF PA A DED PAR G THE RANCHO CUCAMONGA FIRE PROTECTION DISTRICT STANDARDS AND SPECIFICATIONS. 5, WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF PAVING. 6, ALL 6' WATER LINES SHALL BE 12 GAGE] ALL 8, 10', 12' AND 16' WATER LINES SHALL BE 10 GAGE STEEL,, CEMENT MORTAR LINED AND WRAPPED ACCORDING TO A.W.W,A. SPECIFICATION C203-86, TVATJ_; J:? IAj_z"j�? 0V_EA1_EA1TTS (205-85. 7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. 8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA CONSTRUCTION NOTES &c COUNTY WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS ESTIMATE OF QUANTITIES FOR CORRECT INSTALLATION OF THE PROPOSED WATER-SYSTEM. SYSTEM. 9. WATER METER SIZES TO BE ---I!---- CDOM.> ��__ SEWER SYSTEM GENERAL NOTES (LDSCPE.). sm FLW W LOCA-1 10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE o- CONSTRUCT S C.M.L. & W. WATER MAIN ZZ33 l..F. SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL CITY OF RANCHO CUCAMONGA STANDARDS, THE CUCAMONGA COUNTY n•,�.n� vA�ve sox ` cmc; aaTc�o •Q�� WATER DISTRICT STANDARD SPECIFICATIONS, AND THE CUsso,� es gaviYs�ENT•1 i STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION CONSTRUCT 6' DIA. STANDARD STEEL EXTENDED FIRE HYDRANT LATERAL NOTED. HEALTH CODE, TITLE 22, SECTION 64630-C, 991 ED. WITH '92 NL '93 SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR _CONSTRUCT 2• DIA WATER SEVICE FOR r DOMESTIC METER PER C.C.W.D. STD. DWG. N0. 2 4C 2A t E 11. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE, A. PERFORMED WITH AND SHAH BE RESPONSIBLE FOR ADHERENCE RMED TO COMPLY WITH (CUCAMONGA COUNTY WATER DISTRICT TO INSTALL METER) THE PROVISIONS IN SECTION 5 OF CUCAMONGA TESTING AND STERILIZATION SHALL BE PERFO COUNTY WATER TO THESE STANDARDS AND SPECIFICATIONS. OKorasia cswoE wPLA"Tee N N 2. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF 'AS- I ll�ll % t F. ;•a .. 4o-- INSTALL DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY PER C.C.W.D. STD. DWG. NO. 2A I S4• DISTRICT STANDARD SPECIFICATIONS. BUILT' DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. 12. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL Q5 -- INSTALL FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO. 3. WITH EXTENDED LATERAL EA FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 3. ALL SEWER LINES SHALL BE V.C.P. (VITRIFIED CLAY PIPE) AND % 1j1 . . °. SHOWN. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA WATER : °`R` `�+"" +'"� DISTRICT. w1 �' t I I 6a-- INSTALL 'QUICK-COUPLING' VALVE A PROTECTIVE BOX PER DETAIL. SHEET 1 OF 2(PRIVATE) 2 EA DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT 3 SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 1 � ' ": �- 13. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY �' ROAD DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET 9 STA�►tt.E.53 STEED xLE�N C�AwK RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING al Hw�*,awt (s) RACF-A ►.• : _ ;'. e :.:: o-- REMOVE AND RELOCATE EXISTING FIRE HYDRANT I F�4. robrosim C41114RIGHT-OF-WAY. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT �- REMOVE REMAINING PORTION OF EXISTING FIRE HYDRANT LATERAL L.S. 14. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET ❑F 'AS- BUILT' DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. ' SUCH FACILITIES ARE SHOWN ON THESE PLANS. :: III 5. A PERMIT VILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA a Ir 1 1 l I ' II ROAD DEPARTMENT PRIOR TO ANY CUNSTRUCTMIN WITHIN STREET w�` ° 'K'4Fo`'°TE t ) , -�� `�11i�% 10 HOT TAP EXISTING WATER MAIN PER C.C.W.D. STD. DWG N0. 11A 3 SA 15. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING stcufuxa 40 4AW.OrM. wMa CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER RIGHT-OF-WAY. Ib 11 CONSTRUCT G' 1V G•P SEWER LITERAL PER C.C.W.D. STD. DWG. N0. )5. (�eVi►'(E) 4�}.} L.1= 6. CONTRACTOR SHALL HAVE THE ENGINEER VERIFY MANHOLE ELEVATIONS DISTRICT AND THE CITY OF RANCHO CUCAMONGA. PRIOR TO PAVEMENT OF STREETS TO ALLOW FOR CHANGES IN nravtM njA AT WO of �- CONSTRUCT CLEAN-OUT PER C.C.W.D. STD. DWG. NO. 21. G NEA. 16. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT CONSTRUCTION OF THE MANHOLE, IF NECESSARY. AT LEAST 48 �"��� 13 SAW-CUT AND REMOVE NOTED PORTION OF EXISTING A.C. PAVEMENT. /'1Z5 s'F 17, APPROVAL ff' HOURSPRIOR BY TOSTART C�UCAI�NGA SCOUNTY�ATER DISTRICT 7. ANY CHANGES RESULTING IN A CHANGE OF MANHOLE DEPTH DR CHANGES CONCERNING SEVER CONSTRUCTION SHALL BE REPORTED TO qut�Ic aun„ay Vawe '�aTntaxi Ir, ' TRENCHING PER C.C.W.D. STD. DWG. NO. 30. L.�. DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE ?� U 09 SC"0LkE 40 4µm I4 azEai,R f.TAlc�, Z4 Ia►ay, EXISTENCE OF ANY UNDERGROUND FACILITY. • V� THE CUCAMONGA COUNTY WATER DISTRICT. ova (Tyr) 15 TRENCH REPAIR PER C.C.W.D. STD. DWG. NO. 31 & RANCHO CUCAMONGA STD. DWG. NO. 120. L S 18. ALL METERED SERVICES SHALL HAVE AN APPROVED REDUCED PRESSURE SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED W PRINCIPLE ASSEMBLY INSTALLED AS THE MINIMUM BACKFLOW UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE �Q�11 L IL GOUPL 11J!,1_ V4 LY E bO X D.ETAII. 16 INSTAR 2' DIA 90' BEND (PRIVATE) 2 VA. REQUIREMENT. DISTRICT. 6 11 INSTALL 2' DIA 4S BEND (PRIVATE) 3 &A, 19. THE WATER LINE CONTRACTOR SHALL BE RESPONSIBLE FOR 9. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA DySTALLATION OF DISTRICT FURNISHED METER BOXES. COUNTY WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS 1N1 INSTALL S DIA. C.M.L. dt: W. 45' WELD BEND `I VA' 20 CONTRACTOR SHALL INSTALL FIRE HYDRANT ASSEMBLIES AFTER FOR THE INSTALLATION OF THE PROPOSED SEWER SYSTEM. INSTALL � 90' WELD BEND. 3 � IF FIRE HYDRANT ASSEMBLIES ARE INSTALLED BEFORE ADJACENT �- INSTALLATION OF ADJACENT HARDSCAPE (I.E. CURB) HARDSCAPE CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE v 10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEVER LINES (PRIVATE) SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL �- INSTALL Z' DUl TEE (PRIVATE) 1 SA. FOR ADJUSTING HYDRANTS TO GRADE, BOTH VERTICAL AND HEALTH CODE, TITLE 22, SECTION 64630-C. PECIAL HORIZONTAL IF REQUIRED AT NO EXTRA COST k� 11. CONTRACTOR SHALL NOTIFY THE CUCAMDNGA CDUNTY WATER DISTRICT NOTE: �- CONSTRUCT 2' DUI. IRRIGATION SERVICE FOR 1 11:r LANDSCAPE METER PER C.C.W.D. STD. I EA IJ r AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. REFER TO DRAWING LIoOF 14 FOR MARKING OF DWG. NO. 2 do 2A. (CUCAMONGA COUNTY WATER DISTRICT TO INSTALL METER) el. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR Q^�� PONTABLE WATER SYSTEMS. 1 -- CONSTRUCT IRRIGATION REDUCED PRESSURE BACKFLOW ASSEMBLY PER C.C.W.D. STD. DWG. NO. 2A.� 1 >Sp THE CONVIENIENCE OF THE OWNER. THE CONTRACTOR SHALL MAKE 12. APPROVAL THIS PLAN BY THE CUCAMDNGA COUNTY WATER DISTRICT GIN pF QAJ(,H0 "CA"aMgJ4 SIR VVJ4.517• HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE V fAND THE CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 4 Q*% REPRESENTATION OF THE ACCURACY DR THE EXISTANCE OF ANY 15 - REMOVE APPROX. If DIA. WATER UNE COMPLETELY FROM SITE LIMITS. (LOCATION ON PLAN APPROX.) •I.•F. THAT IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE UNDERGROUND FACILITY. INSTALL 1' AIR A VACUUM RELEASE VALVE PER C.C.W.D. STD NO 7. ► EA OTHER ITEMS OF WORK. 13. ESTIMATE OF QUANTITIES PROVIDED BY THE ENGINEER ONLY FOR �- ill SCH. 40 GALVANIZED STEEL WATER PIPE.CpltnrATE) 6610L.F. THE CONVIENIENCE OF THE OWNER. THE CONTRACTOR SHALL MAKE CONSTRUCT r D HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE o-- CONSTRUCT S V.C.P. WYE SADDLE PER C.C.W.D. STD 17.(pyt,/A7E) 1 EA• n 1Xj SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS THAT IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK INSTALL 13' GATE VALVE PER C.C.W.D. STD DWG. 4. 3 EA- �-INSTALL 22.50', 6" DIAMETER BEND. I 6A• ,�;A hRE VICINITY MAPR 1 0T AYproval is gra..'ed for underground water mains and hyd.'an=s only. Approval does not include any sprinkler piping or appurtenances. RANCHO CUCAMONGA NOTICE TO CONTRACTOR BENCH MARK SOUTH T.C. ARROW RTE. 70 FEET E/O FOOTHILL BLVD. ( ROUTE 66) WEST P.L. PROD OF SPORTS COMPLEX THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 1' E/0 EAST DRIVEWAY APPROACH. > ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO HILTI NAIL & WASHER. tvICOJ E4 T DATA EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW ELEV• - 1158.455 PROJECT LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SWILL TAKE DUE eirylor AwliCNo c ptmA4.o7 orcarvoz4°11�mir ~Ajey CITY OF RANCHO CUCA ONGA LOCATION PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS �o �, ela/aroe. 4 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS ,1'-wea0 Cc/�l�D,u�s2, C,4. 9i?.910 S SPORTS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND CONSTRUCTION T.B.M.,SIJEt PKo�F� SIrE : 1,041 qGe EXPANDED PARKING LOT RANCHO CUCAMONGA ADULT SPORTS PARK cV N COMPLEX THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE ST T.C. ROCHESTER AVE. AT NORTH LA►1DSGA1°r: I!Z'EA I.21 41,09-5WE : �. -� "OCCUPATIONAL SAM FAND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR. AND WITH THE A. P.L. PROD OF SPORTS COMPLEX. NATE OF CALIFORNIALIFoA DEPARTMENT OF INDUSTRIAL REU1T10NS' 'CONSTRUCTION oN SAFoRDERs. ARROW ROUTE � W EER ON-SITE SEWER & WATER STA. 46+57. HILTI NAIL do PL A �TTHE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE COPITRACTORS' AND SUBCON- ELEV. - 1187.82 �l� TRACTORS' COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. TIT � DEPARTMENT OF LIBOR OR WITH THE STATE OF CALIFORNIA DEPART" OF INDUSTRIAL RELATIONS' B. WEST T.C. ROCHESTER AVE. AT STADIUM LE SHEET 12 'CONSTRIK.'TION SAFETY ORDERS. PKWY. N.W. CURB RETURN V N/o B.C.R. APPROVED BY: DATB - STREET STA. 43+95. HILTI NAIL & WASHER. _ � w ACE, CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB ELEV. - 1182.46 +��.re.- � � W SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL C. WEST T.C. ROCHESTER AVE. AT STADIUM x°1 CITY ENGINEER R.C.E. No. 24953 �1;: 39 = o PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHILL APPLY CONTINUOUSLY AND NOT BE LIMITED PKWY. S.W. CURB RETURN t' s/o B.C.R. NOTE: y�P e� ,, h'-' U :3 o TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINTTY AND HOLD THE STREET STA. 42+60. HILTI NAIL dt: WASHER. �1�t�"`V ; C y�F=- DESIGN D ISH RA �C ASSOCIATES x800lo®IDSD THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS �/ may_ FOURTH STREET OWNER AND THE ENGINEER HARMLESS FROM ANY AND M1 LU16ItlTY, REAL OR ALLEGED, IN ELEV. 1178.95 1`.; k F c CN INCLUDING, BUT NOT LIMITED TO, ENCROACHMENT PERMITS, DUST CONTROL �' DGA CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARTS- D. WEST T.C. ROCHESTER AVE. AT JACK PERMITS STORM DRAIN CONNECTION PERMITS FROM SAN BERNARDINO ��' `r 'I�11 9 � ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. BENNY DR. N.W. CURB RETURN 1' N 0 a a ILC, i 9� 30)11106 SfnTB 150 / COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA i No. 292 4 '� D1�1n1 RC. C1 61750 (1106) N9�-4606 �L' S B.C.R./ STREET STA 37+82. HILTI NAIL dt EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. DGA 1 2 CITY OF ONTARIOlk ElJ:1/. - 1171.385 ' � t Q tt DUM L DRLTI NG No. 01 41 of CITY RCJL Ib =W >�. lam. a/ai/� Date �,. 1502 1 BENCH MARK FIRE PROTECTION SYSTEM APPROVED BY: PLANS PREPARED UNDER THE SUPERVISION OF DATE APPROVED i' DESIGNED BY DRAWN BY CHECKED BY c•�N/Q DRI►wIIdG No. HILTI NAS AND WASHER IN SOUTH T.C. DERBISH, CVERRA & ASSOCIATES DATE CUCAMONGA COUNTY WATER DISTRICT ARROW ROUTE, 70' EAST OF WEST P.L. PROD. 8331 UTICA NIRA SUITE 150 RANCHO CUCA. CL 917'30 EN ERING SUPERV DGA DGA L0 OF THE SPORTS COMPLEX AND 1 EAST OF 0011) 1147-1306 RANCHO CUCAMONGA ADULT SPORTS PARK - DRIVE APPROACH W I ( 1 I KEVIN ALTON RANCHO CUCAMONGA FIRE PROTECTION DISTRICT .93 % CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER No. EXPANDED PARKING LOT U DESCRIPTION OF REVISION DATE APP'D ELEVATION= 1158.455 DATE (t Ilo lg3 ENGINEERING DEPARTMENT ON-SITE SEW 9641 SAN BERNARDINO ROAD CUCAMONGA, CA. 91730 ER & WATER PLAN DA EL E. GLIERRA R.C.E. 29224 EXP. 3/31/95 (714) 987-2591 SAT. 1 OF 2 PROJECT SHEET N0. 16 OF 56 I ,- �GN0. W .. .. .. to .. '� .. .. .. N. 89'48'55 E. 936.01' .. .. .. .. .. .. .. CONSTRUCTION NO I ' Ito 9 bIII III I 26.5 ,C> H T I I I I I I LJ � TES I fl TJ T I I I I I I T w I I 5 x� G>-- CONSTRUCT 6' CAL do W. WATER MAIN i ` C ���p� �}- CONSTRUCT Cr DIA. STANDARD STEEL EXTENDED FIRE HYDRANT LATERAL NOTED. I fit' NW461SE ,x 9.00' Q-CONSTRUCT Z• DIA. WATER SEVICE FOR f DOMESTIC METER PER C.C.W.D. STD. DWG. NO. 2 do 2A F� XhgT ��{S� (CUCAMONGA COUNTY WATER DISTRICT To INSTALL METER) I �, I �T�0.0 ' ° `� Q4 -- INSEAM DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY PER C.C.W.D. STD. DWG. NO. 2A Sa- INSTALFIRE HYDRANT ASSEMBLY PER C.C.W.D. SID. DWG. NO. 3. WITH EXTENDED LATERAL SHOW IA NOT13'45W 19.50 x,�.,�pkpo,`0 r iwu g �IZ/�l! 2 . . �-- INSTALL •QUICK-COUPLING' VALVE & PROTECTIVE BOX PER DETAIL, SHEET 1 OF 2(PRNATE) :4�1 E 0. OX 20 .7 N8T46 1 -+ 0.8471: N89'46 �--I y 6. ' TYP A 0' WIDE WATER EASEM NT TO UCAMONGA G \N 51 4 W 21 1 ©--- REIAOVE AND RELOCATE EXISTING FIRE HYDRANT 4 ,�; COUNTY ATER DISTRICT ,h\ �. TI A< �b`t'' • G• Qf -- REMOVE REMAINING PORTION of OgSi1NG FERE HYDRANT LATERAL. ,+ o a -1ke x \ C14 �°' cP x �. e Q�c HOT TAP EXISTING WATER MAW PER C.C.w.D. STD. DWG NO. 11A. I , x�,�ti \ o° • t t CONSTRUCT 6' V.G.P. SEWER LATERAL PER C.C.W.D. STD. DWG. NO. 15.erF1,109) IL� fir' !\�aJ 3 12 CONSTRU(.'T CLEAN-OUT PER C.C.W.D. STD. DWG. No. 21. Cn U3 177' N �- SAW-CUT AND REMOVE NOTED PORTION OF EXISTING A.C. PAVEMENT. E-4 I Z o b C/D I o c 14 TRENCHING PER C.C.W.D. STD. M. No. 30. TRENCH REPAIR PER C.C.W.D. STD. DWG. No. 31 d: RANCHO CUCAMONGA SM. DWG. No. 120. I x� INSTALL Y DIA. 90' BEND W � 1i (PRIVATE) � I 'b v 4= ' ' _ 6 • 0 17 INSTALL f DIA 46 BEND (PRIVATE) O I -- �,; ,� 14 to INSTALL 6' DIA. CAL d: W. 4S WELD BEND h Z 3 ®--- INSTALL 6' 9Q WELD BEND. (PRIVATE) 0 I �, ��' INSTALL f DIA. TEE (PRIVATE) '7cCON�- DWG.NNO. 2 & 2A. (CUCAMONGA COUNTYUCT f DLk IRRIGATION FOR 1 WATERI DISTRICT METERr LANDSCAPE Mme) C.C.W.D. STD. �p N / 'VIII c ti ; • ( E ) CONSTRUCT IRRIGATION REDUCED PRESSURE BACKFLOW ASSEMBLY PER C.C.W.D. STD. DWG. NO. 2A.4 » �'� v� ��0 gw X, �- G'REMm APPROX. it DIA, WATER uNE SM DCOMPLETELY FROM SITE LIMTTS. (LOGTION ON PLAN APPROX.) W INSTALL 1• AIR d: VACUUM RELEASE VALVE PER C.C.W.D. STD NO 7. Y _ _ z� 4` v . �' �+ fid, �� o' \G �- CONSTRUCT Y DIA. SM. 40 GALVANIZED STEEL WATER PIPE tMeWS) 1L z - 101-- '�Q Ill tih �' - - 12 - �' �+ g`1' v' � 5 3'� 1 U I L 00 CONSTRUCT 0' V.C.P. WYE SADDLE PER C.C.W.D. STD 17. LKWAt o N89'46'1 E 144.50' ) ,�1��11 _� ►�M W i ti� << �,�P� 5�`• \S1. \���7rO�. 12 ry"O° A x w N89'46'1 T E 6.00' 2q z �- INSTALL 5 GATE VALVE PER C.C.W.D. STD DWG. 4. W ~ �Wm pE►�+ a_-_ �+ �' .per ,.-1 O° \8 -Ail ed I INSTALL 22.50', 6" DIAMETER BEND. U h I t �. !, j ai h W • , !! ^ T-L �ri U11-0. !I I z w • 00. 7 7.4 3' �k1 1 0 NOM: g ' �• 10' WIDE WATER EASEMENT TO CUCAMONGA COUNTY WATER DIST. c�i 4 *0.30% --� 416. 3' _ N0913'45W 41.25' +0.30X ---- 4 a X 26 .�Ox xcA�J o�' N89' 46' 15 E '. . 5 x � ON-SITE FIRE HYDRANTS ARE TO BE PRIVATE I 0.168X- 295.50 -N89'4615W-170.00 � 0. eX p`� • - 00' NOT 13'4 W 9.00' - L Y - BACKWATER VALVE SWILL BE INSTALLED AT TIME OF FUTURE RESTROOM k •= I ,� ,� 9qd CONSTRUCTION. ,1►< ® ' 1' P �o �' �c IN13 5' Q� - MAINTAIN A 10' MINIMUM SEPERATION BETWEEN THE CENTERLINE OF ANY WATER OR 10 © 50' xk9 �, k1 �` ob SEWER MAIN AND 5' MINIMUM FOR WATER AND SEWER LATERALS. A ROOT BOX IS 4 6 4i{ �• 1 ,�° ,� , b 1� REQUIRED FOR ANY TREE PLANTING INSTALLATIONS WITH THE MINIMUM SEPERA11ONS !; I �„ _ z x • ,� ,>��5 ' (i c AS APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT. I71► r $ � I E.P. ; o 8 46'15E THE SEWER LATERAL SHOWN ON THIS PLAN (FROM THE SEWER MAIN TO THE as Z�� A/ _ , 9.00' 1'y"�,� ►� END • STA. 4+43.93) WILL BE TREATED AS A PRIVATE LATERAL AND v' - - !� o-� SHALL BE COMPLETELY MAINTAINED BY THE PROPERTY OWNER I I i I 1 11 1111 F! I I I I I I I I I I I .. 0 him.. .. .. .. .. .. .. .. .. .. .. .. .. S. 80'46'15' W. 931.58' zW o NOTE: O W=_ * CONTRACTOR TO VERIFY PRIOR TO BEGINNING OF CONSTRUCTION o E__4aE � o540 UZ� o a�" 4S.f Z/o.,5 t InJr 0X.4E51W . �n ,pll�l •Q MID STAu►uM MKWAY SYADIUM PAR WAY , KH0,GnG CLJCAMGi� uA FIRE ti �' DISTRICT col�1 t0� s1�u,�. sci Exrsf vu, PROTECTION DISTR C IS RAT31.E To r T1SAcT)o1,1 of AS EEQcJ P.F-a pCK f LA-116-94- A royal it TFaE �I(4A GaJ Y WArf� DISfRIc ' 9 moe-A7E TO s-m pp :ranted or Mater maim and hydraleKs only. Approval does �2t�6.23 3(x.17 not include nay wrioltMr piping or -- appurtenaam �XISt 10"Ail � 8 r.an' 37.5 + 45+of srr l:xlsr ro"s. z T CITY OF RANCHO CUCAMONGA � IST. EXIST FN. La AL � � 1.5d 40.60' -r R ESTrA 8 RANCHO CUCAMONGA ADULT SPORTS PARK W ' EXPANDED PARKING LOT � I - ProPoSED 'Wes ZOt 22.50 ± u�.+ - aunol j '*# C ON-SITE SEWER & WATER PLAN N "ISnJJ4 FlBER o?ric-S CASLS: 1` 'ib 86 t�G-� NJ PLX.aa APPROVED BY: - - DATE 11 - �� +`4� PKu Giy ;=_- CITY ENGINEE R.C.E. No. 24953 - FW gY00jJ-r TEAL TAIL e STA 42+% 23 ,���, /�,� ` � _ DMCWx>,comNnaD 3 MEWGIJURA do ASSOCIATES DGA wD. ' s N 3 *211912T4 8331 U71Q AVIM SM 150 C1 PLAN SCALE nI�T� RC DGA ., ca 917MQ (714) Y67-4= MW 1»:40, J - " 2 0)! 2 CISCIOZD E. GUMM I DRAMIIiG No. CITY XCI. No. 29224 Exp. Date 3/slZO D,c• 1502 BENCH MARK FIRE PROTECTION SYSTEM APPROVED BY: PUNS PREPARED UNDER THE SUPERVISION OF DATE APPROVED DESIGNED BY DRAWN BY CHECKED BY C.ew.R DRAWING No. NAIL AND WASHER IN SOUTH T.C. ARROW DERBI SH, G UERRA & ASSOCIATES DATE CUCAMONGA COUNTY WA TER DIS TRIC T OF THE SPORT ARROW ROUTET S COMPLEX AND 1' EAST OF 70' EAST of WEST P.L. PROD. 8881 UTICA AVZNVI SUITE 150 RANCHO CUCL Cr. 91780 E ERING SUPERVI DGA DGA CITY1CCWD co DRIVE APPROACH - (00) 1107-ON RANCHO CUCAMONGA ADULT SPORTS PARK - 0 KEVIN ALTON RANCHO CUCAMONGA FIRE PROTECITON DISTRICT CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER No. EXPANDED PARKING LOT 93 W17- 2 ' U REV. DESCRIPTION OF REVISION DATE App•p ELEVATION- 1158'455 DATE ( DA - ,,, ENGINEERING DEPARTMENT �„ -40 ON-SITE SEWER & WATER PLAN ' 9841 SAN BERNARDENO ROAD CUCAMONGA, CA. 91730 � LEL E. GUERRA R.C.E. 29224 EXP. 3/31 /95 1909) 483-7440 SAT. 2 OF 2 PROJECT SHEET NO. 17 _0 F 'e i y RANC-11HO EXPANDED PARKING LOT /—,A I VsD S CA _�PZ I _ZVS OF RANCHO .CITY CUCAMONGA 10500 CIVIC CENTER DRIVE P.O. BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 VICINITY MAP. GENERAL NOTES SHEET INDEX L-1 TITLE SHEET IT L-2 CONSTRUCTION PLAN PROJECT S E 1. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK, L-3 CONSTRUCTION DETAILS cc - z � w Y = < 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT L-4 CONSTRUCTION DETAILS DOCUMENTS/SPECIFICATIONS, CITY OF RANCHO CUCAMONGA STANDARDS, AND THE �p STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 ED. WITH 192 L-5 CONSTRUCTION DETAILS a J p �" Q �, '93 SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE w FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. L-6 CONSTRUCTION DETAILS . FOOTHILL 3. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SOIL L-7 IRRIGATION PLAN & LEGEND SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TEST RESULTS SHALL BE PROVIDED BY L-8 IRRIGATION REVISIONS AT SPORTS PARK ENTRY 1 THE CITY. .01 %0viTH ARROW L-9 IRRIGATION DETAILS SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THESE PLANS t I AND/OR SPECIFICATIONS ARE FOR BID PURPOSES ONLY. FINAL SOIL ANALYSIS L-10 IRRIGATION NOTES �4 s RECOMMENDATIONS SHALL SUPERSEDE. a xzLLCONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THE L-11 PLANTING PLAN-TREES, VINES & GROUNDCOVERS Q — _ SOILS REPORT RECOMMENDATIONS. L-12 PLANTING PLAN-SHRUBS 7-117 €' 4. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER r� CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW AND SHALL L-13 PLANTING DETAILS & NOTES + SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE EVENT THE L-14 PLANTING DEMOLITION & ENTRY PAVING PLANS CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN REDUCED. THE CHART SHALL BE A CONSULTANTS BLACKLINE PRINT, AND A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF Oen ST. COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED BY THE CITY INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF I PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL ACCEPTANCE OF WORK BY THE CITY. DERBISH, GUERRA & ASSOCIATES TOBY MERTENS; 5. 8" WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL CIVIL ENGINEERS (gog) 987-4306 LANDPLANNERS IRRIGATION CONSULTANT SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED BENEATH ALL PERIMETER PROPERTY LINE FENCING AS INDICATED ON DRAWINGS. SEE 3332 UTICA AVENUE, SUITE 150 333 AVE ADOBE DETAIL FOR MOW STRIP DIMENSION. RANCHO CUCAMONGA, CALIFORNIA 11730 QUANTITIES- SAN CLEMENTE, CA 92672. 6. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT 714 498-4483 SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS NON-TURF AREA (S.F. AS APPROVED BY THE CITY INSPECTOR AND THE PLANNING DIVISION (R.O.W. PORTION) 45,780 7. PRIOR TO FINAL CONSTRUCTION. TURF AREA (S.F.) 59133 APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. DESIGN GROUP, INC. r '8. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS, OR OTHER POTENTIALLY ROOT- PLANNING AND LANDSCAPE ARCHTI'ECTURE �HARDSCAPE .AREA (S.F.) 4279602 DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. IN ADDITION, 2LAS."A"'L"LSUM 30.WNW"VIM CA."M1764Ml''+~ ALL LIQUIDAMBAR STYRACIFLUAS SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. BAIROR TO BACKFILLING RIER INSTALLATION REE(S) PLANTINGS, CONTRACTOR SHALL HAVE CITY INSPECT ROOT TOTAL S.F. 4789515 TOTAL ACRES 10.98 9. NO TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. l CA A4 ALL TREES ARE TO BE LOCATED TEN FEET FROM ANY STREET LIGHT, POWER POLE, OR G�CAMO REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE APPROACH, FIRE HYDRANT, O � N UNDERGROUND STRUCTURE(I.E.,CATCH BASINS,VAULTS),SEWER LATERAL OR CLEAN-OUT, V ORNAMENTAL FENCING (L.F.) 2220 WATER METER OR SEWER LINE. 9 CHAIN LINK FENCING (� .F. 11. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: � /� a IWC A5 ��+5$l,Jsl�.r. ��t_"N�5 1011719 (L ) 1495 SIDEWALK MAXIMUM 8.3% l , +�+!�'�+V'1� • MAXIMUM SLOPES IN TURF AREAS 5:1 (rff • MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 2% C,r, DESCRIPTION OF REVISION DATE APP20M • MAXIMUM SLOPES IN GROUNDCOVER AREAS BEHIND SIDEWALK 3:1 AND 2:1 SLOPES 1 TREES- IN PLANS.)I D AREAS. USING EROSION PROTECTION PROCEDURES. (SEE TREE PLANTING („LO ->h CITY OF RANCHO CUCAMONGA '� O , O RANCHO CUCAMONGA ADULT SPORTS PARK BRACHYCHITON P. (15 GAL.) 174 `p,0s "4 E� EXPANDED PARKING LOT �Q�c�Q %YAk N�qc, fZD DF WING EUCALYPTUS M. (5 GAL.) 71 h �. �s �, -.. o `fT-1g5� f�-GDIZD DWI N GAS CA S-�SU I LT DFS W Il�t C-�S) TITLE SHEET LIQUIDAMSAR S. (15 GAL. 56 � kAVF- �rN hR�� R4�b oN INrOF- ATION U `'�S - I I-T �t Wl NGG��s" SJ5MIT� IN PST 0-T DTH�5. -WHII.� '11415 LANDSCAPE/ IRR IGAT ION/HA(�DSCAPE PLANS P'HOEMX D. (20' HT.) 7 * , II���T-l0N-1 S eZL t? To 2, tfua�L�, �c �PaYAN i sc,4pF � s, ,P RJ M I�sIGN GI F�aU P, LNG-, 4JA5 NC 'T" �IHt!p-N5 �Q �Q �0 9� APPROVED BY. - UTZ - - PLATANUS A. 15 GAL. 36 4lf OF �AUF Pa �Q �� 24953 ( ) IN 1roRh1�T1 ot`f .�N a Is No-r 1 SI�oN� ? ITS 1f c Y o MY erre R.c.E. No. 01P_ A�Ql,IftGl', Nott ANY Vvt OMISSI vNS � D=CN RJoO�ND� TOTAL TREES 344 WHICH P'lAY .HA\vt— OWI IN _ Tf,:t:> INTI s 5 311 RJM tXxUMr-:NT5 AS M%LT. I ,. DliAlrll RJM sEmt sr Date �P RJM DESIGN GROUP, INC. 4lf OF CALWO' rLAMMM.AND. LAN°:.mow MRl -J CHI= DUMO Na CITY 1502 - L PROJECT SHEET NO 10 18 20 Irt'l, W/ 2710 16 1 19 20 21 22 • 6 27 13 --� -, • ` 2 0 I 20 7 , I . TYP. I 2 �� I 9 I 8 - _ I TYP. 3 W I TYP. 9 9 --r- I 2 IF 11 1 11 1 15 i D TYP. YP I ' I TYP. lu I 13 _ I 15 TYP w ' --- I ,I 27 5 28 3 1 j 3 28 23 24 14 15 2 9 2 23 /—@1 YP 23 4 _ 15 N r p. 15 W I TYP 28Boll r y w 5 323K 4 �' S oil r c re4 a g 3 �� - - 14 23 WI IT 1- !:;L 4 — — — -- 15 • _ _ YP 3 - 3 . W 23 24 15 23 1 YP 2 15 23 9 15 6 28 23 I 3 15 I 9 • • 14 C) 3 I = �y 5 27 15' > I 28 2 0 16 • vui Q - I 16 22 a _ 10 7 8 10 11 �� 13 20 21 2 TYP. TYP _ 10 0 1 20 5 , 27 ---� � _ 12 18 ��.� >A!N I o U I �• •s %% s� •� - -�CONSI17RUCTION LAEN_ +* +* 13. C41NC '7 PER CIVIL DRAWINGS QI 24 FURNISH AND INSTALL STEEL BENCH BY LANDSCAPE FORMS MODEL NO. 1O. CONSTRUCT 35' DOUBLE DRIVE ACCESS GATE PER DETAIL A SHEET "THE PETOSKEY GROUP - PK3005 BS72, XD-E SUPPORT. COLOR: WHITEVEHICULA , �� • �, �,, 14. CONSTRUCT R Y DRIVE PAVING PER DETAIL , SHEET -�j INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2O. CONSTRUCT PEDESTRIAN WALKWAY PER DETAIL SHEET �� •3 25. CONSTRUCT MOW CURB PER DETAIL b , SHEETQyl as �►s-�ul�T�tWIH4 I�h�l 15. CONSTRUCT DEEP TOOL SCORE JOINT PER DETAIL $ , SHEET �-�j O HANDICAP RAMP PER CIVIL DRAWINGS. 26. CONSTRUCT 44' DOUBLE DRIVE ACCESS GATE DETAIL A, SHEET L-6. DESC$IP1'ION OF REVISION DATE �� 16. CONSTRUCT 26' DOUBLE DRIVE ACCESS GATES PER DETAIL 14 , SHEET L•G 4O. 12" WIDE CURB/CURB a GUTTER PER CIVIL DRAWINGS. 27. CONSTRUCT GATE BOLLARD PER DETAIL A, SHEET L-6. CITY OF RANCHO CUCAMONGA G ELECTRICAL TRANSFORMER BY OTHERS. O CONSTRUCT PLAZA PAVING PER DETAIL fe , SHEET �: G 28. NSTRUCT 12" WIDE CONCRE ND PER DETAIL E, SHEET L-3. p,NDSCgp tl►M /P 18. CONSTRUCT ORNAMENTAL DOUBLE ACCESS GATES PER DETAIL �Q L �� F 99 Qtr ��� E 49 RANCHO EXPANDED PARKING LOT AMONGA ADULT TS PARK O6. CONSTRUCT INTERLOCKING PAVER CROSSWALK WITH ADJACENT SHEET L.- IT ZaI CON 5'T�GT G m(,r•{ or�lA wrA, I�G� ��S!5 4gAivrtj O QyQ � �� CONCRETE BANDS PER DETAIL SHEET �• `I� p' � �-'S• 4's --+ -3 19. CONSTRUCT TRASH ENCLOSURE PER DETAIL , SHEET L�6 / T w `�' `" CONSTRUCTION PLAN 7O. CURBED PLANTER ISLAND PER CIVIL DRAWINGS. NOTA: 6W *itWfi L'I+ FC. ADDi-r-IDN4t_ TO La+A-nobs. CURBED TREE WELL PER CIVIL DRAWINGS. �• • 20. CONSTRUCT CHAIN LINK FENCE PER DETAIL o , SHEET L"4 O * * I I # O 21 . CONSTRUCT CHAIN LINK FENCE ACCESS GATE PER DETAIL C �l4lf OF 1F0 P �r4lE OF CAI�� \P LPPRO� BY: 9. CONSTRUCT 42" ORNAMENTAL FENCING PER DETAIL , SHEET - �j O SHEET ''4' 24953 O a L L CITY BNGINEHR R.C.E. No. 10. CONSTRUCT 72" ORNAMENTAL FENCING ON RETAINING CONCRETE MOW22. CONSTRUCT CHAIN LINK ROLLING ACCESS GATE PER DETAIL p NOTE: SCALE 1" -30' DWW STRIP PER DETAILAtGSHEET �-� SHEET V+ �- NOTE: THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND RELOCATION OF THE RJM CONTRACTOR TO FURNISH AND LOCATE ON-SITE EXISTING CHAIN LINK FENCE ON THE PROJECTS EASTERLY PROPERTY LINE D T PER DIRECTION BY CITY STAFF 12-TRASH WITH THE ADJACENT PROPERTY OWNER TO MAINTAIN ADEQUATE SAFETY AND DMIN RJM s�st 23. CONSTRUCT EXPANSION JOINT PER DETAIL , SHEET L�'� SECURITY OF THE ADJACENT PROPERTY DURING ALL CONSTRUCTION PRIOR TO DESIGN GROUP, INC. CV 11. EDISON TRANSFORMER PAD BY OTHERS. ECEPTACLES BY DURA-ART STONE. MODEL NO. PROFENCE O PERTY LINE. THE CONTRACT R SHALL THEN REMOVEAND SALVAGE THEERLY P RJM „�AM, ,��,�,�, ,� L-2 14 J !rW W MI"Y•ARIL N►NNNOM MiMCA.NM11M41N•NN 12. FURNISH AND INSTALL IRRIGATION CONTROLLER AS SHOWN. SEE 'r -D, ROUND LSB. FINISH: SILICA WHITE, RELOCATED FENCE AND POSTS TO THE ADJACENT PROPERTY OWNER. CHECK DUV= So. IRRIGATION PLAN AND DETAILS FOR TYPE, MAKE AND MODEL. ATURAL LID. (909) 350-9000. CITY 1502 -L PROJECT SHEET NO.20 OF 38 1 Y8'x I �Lu _al-I Cc;t� JOINT oe kWt4. VINESW/ �, a4c+f 61t7� �'f'I.r'�l• I A +, Sof:-P7N SFigF•f7C7Eb 0ame- My:G�{ LONG. PAVING G1<ca,INcxOvE(t F"..1.rITlu6 R.AN. Y1�R�TH�4N� JoIN•t' ��=AJ.r4�'NT CGI�'1-'Y� 4'� MIN. 1'1HK. GANG. �,1g1.1C f�,`i,�� �Z j1 ` ►� CDNGI�ET� Mob►lLL.1f'� 1 u tzlrGl S MINIG�1. [3AGKER- t AvAILA '-:7 ' ' c,U 'r�`; - Z y _ � -r�+tu�tv�� . sure - ��l� `i - / FRaM: , Co, Atp CALl.-Ope, (:� I r„a,�, =-�-� r_woc_-plv F-WEs WI L7: �M • P NvN A9I716 P1cPHP 7W MATTJaL N 1l N 15 H W I>�W I� ((I t�TAL kT / •�' _ ' ' . • • _ �; : a�' v- hLc(-+ 0 FvA{I YL kr I;LWWINGg _ O D� ' o• I/41,LL arltl L..oc.4TI vi OL �� - _ I � � _ ^• ��� 71 I i✓=��f��I�N �loitJ'1��} (T(�) L Mme, BRGbM F N H W tl STI. --t �,: ,, i � ,M. .�•: CPTH�Rhtis� INsTtzllGT'��) ' ..r_ Lill I 1 J^441 `•'►..cv*���,.Jt7iL•`� !'1f�c.F-T ,'_�...i:�-jt� --,'•':1 c �e ., . 11'vIVF�L Ir✓ t•lwlv�t AMr t. - ccr't - 11+•*� � ; NOTE: PDGF-6 .Jo1N75 SGo�LIN�S I Nv'f1 pfzovltaL �.�oR� Jollv'Tg all��. - ili .� �+fY 4��t-rr - - 1 AT Io 1-pl aG, AN9 / � ITS _ �� - ''D 8 MI N05 L .: .I;`--• . �: ;« �-�Mr1�+-�T� �W-+- N�-� r 1=iNlsl•f �I�f�lt7l�L�t.�•• F"�-T �7�Phhlsfol�i JoIhTS�a.vl-p�o.G. To VIfW-T II cr TSAWr. Ic�1•�aL JviNT I•�/�T1oN�-� �►"v 1 1� 1 fir/ �� FW '"4I`1rD1' J . NOTE: l✓�1 I��'���r���- ��^�' .� V CONTRACTOR TO PROVIDE SAMPLE CONCRETE �X�I LSi • Sa CONST 1 AN POUR FOR REVIEW AND APPROVAL BY CITY STAFF PRIOR TO CONSTRUCTION (SEE SPECS). N CONTRACTOR TO REVIEW AND COMPLY WITH !'�r\) MOST CURRENT SOIL REPORT AVAILABLE AT ; ,, TIME OF CONSTRUCTION VIA CONTACT WITH -,s �=� `'� _ CITY STAFF:CIVIL ENGINEER OR SOILS ENGINEER. ' PAVEMENT SECTIONS .AND SUBGRADE PREPARATION SHALL BE COMPLIED WITH IN FULL h y� PER SOILS REPORTWITH ANY DISCREPANCIES �Or `f { T•.Jli ONS IT �r BETWEEN DETAILS ON CONSTRUCTIONDOCUMENTS AND SOILS REPORT I `../w �� BROUGHT TO THE ATTENTION OF CITY STAFF 7 DAYS PRIOR TO CONSTRUCTION. B CONCRETE WALK SCALE1/4"= EXPANSION JOINT SCALE: N.T.S. A CONTROL JOINT SCALE: , 11/2"=V-0- .- M )� : 1/4 -, o C 6 WIDE CONCRETE MOWCURB SCALE: N.T.S. D Is tt• A '� '�." r ' / I " N �'IG• �Nt7 W I MEt7 pSRu�M N ISH . ql1 f W Her JTvNO- V� IuJL� > _ Liv NG SONG wzw E74v -oxr,, JvINT CTY P) 5 b ►t>✓A NA po N-rr �l r � �' '� 9`9� -�•• �r • Nr4l/ �`'(`QI`{^ , F� 2101 1^•1ooW��M•rx �tvty .1oIMT !S 4 D Q _ }• ...r y,.�.-'� �.... �F-70 _ �.. l' ._i'� 24 caNc. &t'b W LT 6Rcr H FIN*H I yg t°1aX v1Af�Ik�'Io N �. •! �t.�:�: {{ t .:-ter ,. .� ,I� �,`., # •• � ---�xP ,�oINT�'>�'�') t��tictL_�., f � v � COMp�� �� -�o/ or co o,. . � -y� a� -. o .� 1 1�� � (�- • ��'1t"1a•�°�1aNS bW�•�-•- ��- .. � � � �.�. -µ•ms � � _ �'� ' � s� . �'' - I''��•�' ' �'' � , ` � r�� NOTE: j t YV ONOTE: CONTRACTOR TO PROVIDE SAMPLE CONCRETE CONTRACTOR TO PROVIDE SAMPLE CONCRETE J POUR FOR REVIEW AND APPROVAL PE CITY POUR FOR REVIEW AND APPROVAL BY CITY STAFF PRIOR TO CONSTRUCTION (SEE SPECSI. STAFF PRIOR TO CONSTRUCTION (SEE SPECS). caM � D S Nus A FINISH TO MATCH EXPOSED AGGREGATE PAVING f FINISH TO MATCH EXPOSED AGGREGATE PAVING AT SPORTS PARK FACILITY. SPECIFIC LOCATION 1� AT SPORTS PARK FACILITY. SPECIFIC LOCATION C 4� PER CITY STAFF. PER CITY STAFF. �Q� JQ AY CONTRACTOR TO REVIEW AND COMPLY WITH Q• • MOST CURRENT SOIL REPORT AVAILABLE AT CONTRACTOR TO REVIEW AND COMPLY WITH ,. {- +, .^•'� h Q• L_,_y �cW�I ro `MCH TIME OF CONSTRUCTION VIA CONTACT WITH MOST CURRENT SOIL REPORT AVAILABLE AT _ -. _. t�/i 1(�KF J 0 ' �/! ui m 1 TIME OF CONSTRUCTION VIA CONTACT WITH G �/ cc CITY STAFF,CIVIL ENGINEER OR SOILS ENGINEER. CITY STAFF,CIVIL ENGINEER OR SOILS ENGINEER. ---+ T J Commrx ' PAVEMENT SECTIONS AND SUBGRADE _ PREPARATION SHALL BE COMPLIED WITH IN FULL PAVEMENT PREPARATION,SHALLONS AND COMPLIED WITH IN BETWEEN DETAILS tiOPWO VAAL.L1k.T, CA. * L PER SOILS REPORTWITH ANY DISCREPANCIES PER SOILS REPORT, WITH ANY DISCREPANCIES LS ON CONSTRUCTION � DOCUMENTS AND SOILS REPORT SPECIFICATIONS BETWEEN DETAILS ON CONSTRUCTION BROUGHT DOCUMENTS AND SOILS REPORT SPECIFICATIONS f DAYS PRIORR TO CONSTRUCTION.THE ATTENTION OF CITY STAFF 7 BROUGHT TO THE ATTENTION OF CITY STAFF 7 7lOF CA��� DAYS PRIOR TO CONSTRUCTION. Q 1 PEDESTRIAN RETARDANT PAVING W/ CONC. BAND SCALE: N.T.S. E VEHICULAR RETARDANT PAVING @ ENTRY STREETj, , ,� , INTERLOCKING PAVER W/ CONC. BAND !``T` G H tpNDSC4 pF n ' S E J'I Dale P 4lf OF CAUFO�N\ 1 O ftVI5W A5 lk5 N I IIIIIIIPAWIN 6VA 1011 44 DESCRIPTION OF REVISION DATEcan IPPROvo CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA ADULT SPORTS PARK EXPANDED PARKING LOT CONSTRUCTION DETAILS �A5-13U LT t�)R�I N45 APMVIM BY: DATE CM ENGiNSBR RC•B. No. 24953 DZ%= Rim i RJM Din' DESIGN GROUP, INC. � C9 RJM MAINIMM AM�» L 3 �, 14 ■�W aY�r�/•M.��A1�41a...Y�� CHI= DUTM Nw CI fY 1502 - L PROJECT SHEET NO. 21 OF M IIS - I I • --+- GATS SME X 2 X 6 PLATES p� J� t;KM 6d 121A. WHO-EL- Q �N[��- P_ MTS--1.1tLr-> WEL.MP TO fnzt� czt Ie rr , 10 5 �`'D GI�i V ( , L Z x 2 xY, f - In �Q SND Not. . ;i' ,I � �Jl�f�l'rfil�vc17• I t M\Y- ' � / --'rte:'• .:rxr::.c-•nerr ����II IA It II III SCALE: 1"=1'-0" S�H'�O I GAc>� moi% pEVICI� . =�✓,L O.Al 12 I O I� C4FMqZ5 -- II POST LEGEND t Q I? 1. POURED-IN-PLACE CONCRETE FOOTING AS DIMENSIONED. SLOPE TO rtr� LEGEND. s o _ _ _ �. DRAIN AT 1%. k(carnx4uous�� NO. 4 B�f,'S O a prki. caw � !+-rbw M, � � _ 1O COMPACTED SUBGRADE C� t7 PI/) M / 4-O O.C. 2. COMPACTED SUBGRADE PER SOILS REPORT.C� �) ` �_ NI A ` ` 3• 115V2 11 D L _ ',� �1 � rH�N�serawrr' O2 POURED-IN-PLACE CONCRETE FOOTING AS DWIENSIOIED y . Q t su�r►�ss " 3. U -LATCH WITH CITY APPROVED KEY LOCK. 4. 4- #4 REBARS SPACED EQUALLY. JJ. ' -�- O HOOK THESE POST CAP N 2 BARS ARND. 5. #t3 REBAR @ 12" O.C. � j. o `1 I OTF - 70 . EPOS TS •+rows xo,r► �I __ O POST CAP __ 5. 1 5/8" TOP, MID AND BOTTOM RAIL. _ 2" X 2" 9 GAUGE FENCING FABRIC,%4LVVj0F 4- Ft"r- WITH BARB O FENCING FABRIC PER DETAIL B , SHEET L-3 ` L 1 �--- O -� ,� Yk �.- ►�trRavi� asT.a,ca+cx�rar+ 3 N0. 4 BARS CONT. SELVAGE AT TOP, KNUCKLED SELVAGE AT BOTTOM. (CLASS 1). 5fw-6;. cuMAro"A mw 7• 4-#E4 RE-BAR, SPACED EQUALLY. O8 1 5/8" DIAMETER TOP RAIL. (CLASS 1). - - - -- -- -- _. 8. #f3 RE-BAR (!-g 12" O.C. 2 3/8" DIAMETER TERM NAL DLINESTR POSTS,SCHEDULE 40. (CLASS 1). POST TO MOWSTRIP �jow cjf.�F:�, 112 rat..5w 1. GATE LOCK DEVICE & IRON RAIL SCALE: N.T.S. q Q 6' HT, MESH CHAINLINK SCALE: , 2"=,'-o" (��7CHAIN FENCE S � B LINK FENCE , GATE SCALE: l'-0" C It . • � �. ' 1 —�f I1pz f � I N� 1 f f Q RYAAr tioti` �` 15 1 OF CALIFeA�. 611 U - W h �� _ I �� �,p►N DSCq I. I � , I i ) it I� Q.a .,,,► ��� - �- o Q <GL .55 I ) I I o� � INS _ I I 606w, �p - ! (i Dldn C.ADJ 09 -- — - --- •- _ ______ -.T (v7SD H ,lf oma* OF CAL* - rl I Rll5V,bAS ;;NS-PUILT t. W4INC, 011719 ' MIT �1 DESCRIPTION OF REVISION DATE Appsom �c1Rp, N� — " wo - c ,�,a,,, �, CITY OF RANCHO CUCAMONGA L, c • tVaWNC3S, RANCHO CUCAMONGA ADULT SPORTS PARK EXPANDED PARKING LOT ej;7P 1 1I _ CONSTRUCTION DETAILS (FENCING) ---- --- - — V�1.� `' I�• � �N��I� - -- _ 1 C G wJ APPROVED BY: DATE - p CITY ENGINBER R.C.E. No. 24953 nMCA r�oo�om� • RJM MIAMI RJM , sum RJM DESIGN GROUP, INC. 14 �M AM AM" RZ or J 4�AWT4 nrawn.narffawrr<. a.,+r .cwr"m"w►»w DING METAL GATESSLI , „ � DUWMG ft SCALE: 1/2"=1 -0 D CITY 1502 - L PROJECT SHEET NO.22 OF 38 i LEGEND LEGEND I 05/8" X 2" WROUGHT IRON MID-RAIL. CENTER PUNCH TO RECEIVE 5/8" / SQUARE STEEL PICKETS. 1. HEAVY DUTY UNIVERSAL GATE LATCH WITH APPROVED LOCK AND KEY. 3 � ' I 2. 1/2" X 1/2" SQUARE WROUGHT IRON DECORATIVE RINGS. II 2. 5/8" X 2" WROUGHT IRON MID-RAIL. CENTER PUNCH TO RECEIVE PICKETS. i I " " 3. 3" HEAVY DUTY GATE �1� (3 TOTAL EACH SIDE). t — 3. 2 X 2" SQUARE TOP AND BOTTOM WROUGHT IRON RAILS. — - -� 4. 2" X 2" SQUARE WROUGHT IRON FRAME AS DIMENSIONED. I 4. 5/8"X 5/8"WROUGHT IRON PICKETS. CENTER PUNCH THROUGH MID-RAIL. _441 _ 5. 2" X 2" WROUGHT IRON POST 6' O.C. AND AT ALL ENDS AND CORNERS. - I O O �J - 5. 1/2" X 1/2" WROUGHT IRON ORNAMENTAL RINGS. 1 6. 5/8" X 5/8" SQUARE WROUGHT IRON PICKETS. PLACE AS SHOWN. MOW CURB. CENTER BENEATH FENCING. SEE DETAIL C , SHEET L-_5_ r � n O O O oni "_'V, C O AND CIVIL DRAWINGS FOR CLARIFICATION. oi O �- 7. ADJACENT MOW CURB FINISH SURFACE. �) z 7. POURE -IN-PLACE CONCRETE FOOTING AS DIMENSIONED. t "` r'� (i A: 4 ` 3.r' , 1 J� ��1 '���t l F� ' ,i�IVJ`�7 -� , B. 1/2" DIAMETER PIN DROP WITH PER ID SLEEVE. SECURE SLEEVE WITH 9 I� � CONTINUOUS POR-ROK. APPLY PER MANUFACTURER'S SPECIFICATIONS. \ 8. COMPACTED SUBGRAD���' �' � •.► 9. 444 REBARI SPACED EQUALLY, J �1 �I ✓ s f 10 #3 REBAR TIES @ 12" O.C. n( �, jt-,r;V• �f~ 144Ck;— V J LI-L 101 IV tk%T- - CLAfqT r CIA LV. I I , I N - - . _ �Ig Mg��Rb •� f� tl f" r� I II � I � - I� W �A�i�l V�••+ ��"'F'�►��►� r ��4 ._�"... "'"% I-�' �,i' NOTE: _ NOT I I �! X'3'��C' O.�ZG ���/ �� i • Q ALL METAL TO BE SANDBLASTED, GALVANIZED, PRIMED AND POWDER '� 11 • ALL METAL TO BE SANDBLASTED, GALVANIZED, PRIMED AND POWDER I ; COATED. COLOR: HARTFIELD GREEN TO MATCH SPORTS PARK ' COATED. COLOR: HARTFIELD GREEN TO MATCH SPORTS PARK I }• G�_,I - ARCHITECTURE. SUBMIT FINISH AND POWDER COATING SAMPLES TO CITY ARCHITECTURE. SUBMIT FINISH AND POWDER COATING SAMPLES TO CITY I i PRIOR TO FABRICATING. PRIOR TO FABRICATING. 1 • ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. • ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. SII 1 M II w 4211/72"ORNAMENTAL FENCING 0 SCALE: 3/4"=1 -� q 72 ORNAMENTAL FENCE ACCESS GATE O SCALE: s/a"=�1-0• g 1O. ADJACENT CURB. SEE DRAWINGS. c� 9 FINISH GRADE, SEE CIVIL DRAWINGS. U3. CONSTRUCT POURED-IN-PLACE CONCRETE MOW CURB, (RETAINING),FORM ` AS DIMENSIONED. OGATE POSTS, (ORNAMENTAL OR CHAIN LINK), SEE PLAN FOR LOCATION OF EACH FENCE TYPE. COMPACTED SUBGRADE PER SOILS REPORT. �6 FOOTING OF GATE POSTS, BEYOND. ALL FOOTING DIMENSIONS FOR FENCE AND GUARDRAIL POSTS ARE TO BE MEASURED FROM LOWEST ADJACENT FINISH GRADE, TYPICAL. C L 3 - II `Pl141 0 AIR AY�N X0991' cc i , 0 Fr--V15Pp A5 X6-oUjL_T"C. .A.WUN4 loll-I" crff DESCRIPTION OF REVISION DATE Appoom _ - :� -t-o CITY OF RANCHO CUCAMONGA - r -rte �� �� � .. .,��y. ��G�- RANCHO CUCAMONGA ADULT SPORTS PARK '��11 11 ( EXPANDED PARKING LOT CONSTRUCTION DETAILS . . �.5—BUILT DR�►W 1NG5 `AND • ,`�Q�C.A 'RYA '�p 1�Z APPROVED BY: DATE — w m CITY ENGINEER R.C.E. No. 24953 DZX9K RzOOI lull RJM * M D SIGN GROUP, INC. s T � E � RJM rLAN"PIGAM AM __L-5 op 14 J ,111 W W�.�MR�.�Iw A1.4A1",IHIr.M" CHI= DfL11D10 IMS. RETAINING MOW CURB AT PROPERTY LINES SCALE: 1"=l'-O" C CITY 1502—L_ PROJECT SHEET NO.23 OF V 16 -ibuc c.Mc-0 p AT aes — _ '550)1-O�'G 1,�Gt� /111. '•m nll�7 ..� + "� I Q' ', _._ ',SPv6T5 GoMP6EY F4G IUTI ��Y-Sv „s �R'CG'l1eH� IN \ 111 n /v! +( cevelIAL III LA NMT+► 4MCCc.) IWO r> '! / �rDs La,C.WI•�CE L G W�v �Li�f GI �11 p.z pnaC�e't� •.�llp M - - � G D �' �}O.G+xHCAILE'�o o r p 1-m v`t- rr iT_w ,� - -- � - f�OHT �1..���TID� rte: r�_� � �->oww� ,. ­_ ]c -- - (I I 6i Co". X,1D p+l� ,1�,PIS . • 0 ' J - � eA -tV A F. PE7AIL5 44 STREET SPAN UG'T1t4cR h'il1l�E w • 6rA'T'�5 V� B5 -tout) v16w �'t'� �-�-� C�-r>I �° CO A car�N ua�s �GISS . e • rtjc L& +.*.�5 SHALL. BE Lz4A— 6-t> hA� ,4r �e�.� -ra -TP�►SFt V�t►�uEs . TRASH ENCLOSURE SCALE: N.T.S. B a � 1 - p I, -- -- _ � Or 0 � � I � � _ = - f4 ---- Nil I 1 ,i 017 �i- x ���' 35' STREET SPAN � � i l ip GATE BOLLARD ���lo - - - -- -� r,;. r ' / oSTEEL, ks LEGEND k�7 r1f'� gwy&q ;SER 1. ADJACENT FINISH SURFACE - SEE PLAN ry �I �lI I � 4'+ G4la/ '31�'• PIP�i � CD�IC' �. 2. ENTRY DRIVE CURB FACE - SEE CIVIL DRAWINGS LEGEND 3 WELD KATF- W_ ON Vpc f-4'rI PF. 1. 3"X 2" X 3/16"THICK GALVANIZED STEEL CONTINUOUS CHANNEL FRAME. 3. ENTRY DRIVE PAVING - SEE PLAN 'L ��. ,. �r r'�HF ' Tb r90VIt7� SMOOTH Tor°SgFF&a 2. HINGE POST, �1�.Q 'A� vrl I '�. ��r!��T I �/ V I MOK -V C-AWANIzING. HPAML 4. 5" DIAMETER GALVANIZED STEEL PIPE SLEEVED OVER 4" DIAMETER STEEL MA {- 1`�t-oSlJ��, , I t�,,Y PIPE WITH CONCRETE FOOTING. WELD STEEL PLATE ON TOP OF 4" 3. HINGE ASSEMBLY . {�� WII, ,'�F;`> ?; �'Fp�/1 ?� 4I��j FFK �. I���+ Fbtof SL.F. V&JV r��pe. INTERIOR PIPE TO PROVIDE SMOOTH TOP SURFACE PRIOR TO �N(j� P1957. GALVANIZING. HEAVILY GREASE POST SLEEVE TO PROVIDE SMOOTH 4. PERIMETER BLOCK WALL ENCLOSURE PER CITY STANDARD DRAWING NO. N �N 901. FINISH: STUCCO TO MATCH COLOR AND TEXTURE OF SPORTS I�//f►��;l�-�1 q e OPERATION. 1 s ` COMPLEX FACILITY. (4 9-5p COYSTPL WHITE LA NASCA sTilue.) 7p R�8/z TfP O 2 1/2" GALVANIZED STEEL HORIZONTAL MEMBERS WITH SMOOTH RADIUS t BENDS. O 1/8"THICK CORRUGATED GALVANIZED STEEL TRASH ENCLOSURE ACCESS '�► � —'ZJ�i #G�u�/ STL. HAWZoNThL M�1'18�Fs DOORS. W� '�)l lug lb�� 6. POURED IN PLACE CONCRETE FOOTING AS DIMENSIONED. - , I O 1/2" DIAMETER X 2' LONG STEEL PIN DROP WITH 3/4" 1.0 12" LONG cm i.; ONVIN� ! 7. 3/4" CRUSHED AGGREGATE. (4" COURSE) SLEEVE. SECURE SLEEVE WITH CONTINUOUS POR-KOK. APPLY PER DESCRIPTION OF REVISION DATE MANUFACTURER'S SPECIFICATIONS. APPROVID 8. COMPACTED SUBGRADE PER SOILS REPORT. 7. GALVANIZED STEEL DROP LATCH WITH KEY LOCK. CONTRACTOR TO RANCHO9. 1/4" THICK GALVANIZED STEEL PLATE WITH 3/4" DIAMETER HOLE BOXED SUBMIT SHOP D AWING FOR REVIEW AND APPROVAL BY CITY PRIOR TOCITYOF CUCAMONGA TO RECEIVE 3/8" X 4" GATE LOCK. CONTRACTOR TO SUBMIT GATE LOCK FABRICATION. �;; Lh'I �5 W�1, RANCHO CUCAMONGA ADULT SPORTS PARK FOR CITY REVIEW AND APPROVAL PRIOR TO FINISHING. EXPANDED PARKING LOT ' O8 POURED PLACE CONCRETE FOOTING AS DIMENSIONED. 10. 445 13EBAR CONTINOUS I I O COMPACTED SUBGRADE PER SOILS REPORT.�� D f�� � +Q.pr� 7� CONSTRUCTION DETAILS 11. #F3 REBAR TIES @ 12" O.C. AS SHOWN. � � ,� _ 6 e, ° 7 26' STREET SPAN NOTE: NOTE: - - �`S l�'� INKS 2 I1 • PIPE TO BE SANDBLASTED, GALVANIZED, PRIMED AND POWDER COATED. • ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. COLOR: HARTFIELD GREEN TO MATCH SPORTS PARK ARCHITECTURE. SUBMIT FINISH AND POWDER COATING SAMPLES TO CITY PRIOR TO GATE DOORS TO BE SANDBLASTED, GALVANIZED, PRIMED AND POWDER. t APPROVED BY: DATE — FABRICATING. COLOR: HARTFIELD GREEN TO MATCH SPORTS PARK ARCHITECTURE. CIT'Y ENGINEER R.C.E. No. 24953 SUBMIT FINISH AND POWDER COAT SAMPLES TO CITY PRIOR TO 7jE • ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. FABRICATION. �y Oi (',A0 DENG111 �f POST BASE TO RECIEVE CONTINUOUS EXPANSION JOINT PER DETAIL A, + + �� c�'•1IF.+�- RJM SHEET L-3. DUW)f RJM RJM DESIGN GROUP, INC. 6 _ _ 4 (o DOUBLE SCALE: 3 8"=1'-0" ��������` � , OU E DRIVE ACCESS GATE � J A TRASH ENCLOSURE ACCESS GATE C CITY 1502 wo L PROJECT SHEET NO. 24 OF 99 INSTALL SPRINKLER HEADS ALONG CURB ao+ 4 SPRAYING AWAY FROM PARKING LOT. ' Alf Ov so r 81z 70 • . . ■ ■ ■ ■ ■ 1 " ` %a )141 'P/` I 3,-ou �" WIRE �r/rv►InLUNe C?YPtca�-� ' b,i� a1 wa �l� 2 y 2 t4L01- No A15 ii At6 ,417 ' 47 ( Nis , , i I AIR W11� THIS Q3 I� � A22 GI-{c w+p�-• �4 A� r �u� Q �� �4 2 INSTALL ALL PIPES UNDER PAVING IN SLEEVES - i Z , a I � I 2 TIMES THE SIZE OF THE IRRIGATION PIPE.TYP HTs r I ' -o I 0 01, All 14 11 r 2+ O I< . 15-0 0 ld i t I I 0 �►up VfIP - Iy4 �4 wlFbr �... � ItuNS I" Nk1 � JvWc.'114•I a I g I' � �.� A21 Ua A 12 -O INSTALL ALL PIPES UNDER PAVING IN SLEEVES Ila I 1 3/s 2 TIMES THE SIZE OF THE IRRIGATION PIPE.T'(P h �4 4 L1351 117, � 2 • OuIVTs w A I l �l/6 ', '�ij I' I 121 urs Ik I Ato ,pry + ISI• 1 3 %( rz o z p I dt AS X , �2 ►�N IRRIGATION SYSTEM IS BASED UPON A MAX. OF 3" OF WATER PE « 1 = ° N WEEK FOR TURF AND 2" FOR SHRUB/GROUND COVER AREAS. K1 J v v I �c 11 1'1 ( WATER SHALL BE APPLIED FOR A MAX. OF 8 HOURS PER NIGHT/5 DAYS 1 ¢ � w 2 2' A WEEK, BETWEEN THE HOURS OF 9 PM AND 5 AM. ONLY ONE VALVE PER m SIH u �, / C NT OLL R rHAL OP RATE T A IM 1- ¢ } 0 m . �' is A27 O w U w =' w4 �9 0 -10 J - I - - - - - - W W p uj 0 ¢ p m 2� INSTALL ALL PIPES UNDER PAVING IN SLEEVES u � g 2 j 2 TIMES THE SIZE OF THE IRRIGATION PIPE.T� - e► ,/► a o > 1 �4 L 0 I m W w I t2 4 2-o" Q/ 74 VA A 32 N � � 5, ' �Q 1 1''� X41'/� I lya _0 0 p � X X -, I hn A7 11 A33 /� � w o _ THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN N 00 Q ' Ih �, 4 3�4 4 III - PAVING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE 1� ' J Z J Ay#A � �a INSTALLED WITHIN PLANTING AREAS WHENEVER POSSIBLE. r_I ¢ F. W w d Z D 14Ic 2-O } INSTALL ALL PIPES UNDER PAVING IN SLEEVES lArZ I 1 �� 31 '°`I I A34 A31 �/ 2 TIMES THE SIZE OF THE IRRIGATION PIPE.TYP. A30 �a ,e,Q9 �' IkPtA 34 -o 4 49 4"s�vt� A la 98 2" ! � u T1o• I�`4� li 4 � � �► � tk 3✓s a/6 � �q k 4 SI•£1rv� 2 � I t Q° /K I -4-H 1 3=ff _Or i 2� els �� wa �,, . 2' f ' � I Q" I% I� � I/.r �► gn � ■ . . t. ■ _ 46 . �'. (YL l• dboff' 14 /„' J� ■ , / /N ■ , �G INSTALL SPRINKLER HEADS ALONG CURB SPRAYING AWAY FROM PARKING LOT. ACTUAL LOCATION OF CONTROLLER SHALL BE AS DIRECTED ON IRRIGATION LEGEND INSTALL SPRINKLER HEADS ALONG CURB SITE BY A REPRESENTATIVE OF THE CITY OF RANCHO CUCAMONGA- KAX SPRAYING AWAY FROM PARKING LOT. SYMBOLS MANUFACTURER ITEM CPM-MAx PATTERN R PSI INSTALL A IRRI-TROL REMOTE RECEIVER WITH ANTENNA PORT AND Y RAINBIRD # 1806-SAM-PRS-15 6"POP UP 0.6 1.3 1.8 3.6 90 VAN ISo 36o 15' 30 © �� - Tv 1011711 IRRI-TROL PIGTAIL AND TELEPHONE CABLE CONDUIT FOR MODEM CONTROLLER'A' IN ENCLOSURE 4 4 V' 0 RAINBIRD # 1806-SAM-PRS-12 6"POP UP 0.6 0.9 1.3 2.6 90 VAN 180 360 12' 30 1 v (- o✓ � � l�l +T^y � v1 I 1 ^T INSIDE ENCLOSURE. PHONE LINE CONDUIT TO BE CONNECTED TO THE CALSENSE 'ET-1 40 STATIONS d 0 bR RAINBIRD # 1806-SAM-PRS-IOLA 6"POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 TAT + • RAINBIRD # 1812-SAM-PRS-8 12"POP UP 0!} 0.f 90 ISO 10' 30 DESCRE TION OF RMSION DATE C7 NEAREST APPROVED TELEPHONE SOURCE AND BE OPERABLE PRIOR INSTALL(1) ORANGE SPARE WIRE IN EACH DIRECTION ALONG THE ePpgp� TO ACCEPTANCE BY THE CITY. PROPERTY LINES TO THE FURTHERMOST POINT. 1� RAINBIRD # 1812-SAM-PRS-►5T-Frsoto 12"POP UP .2 90 15' 30 U O RAINBIRD # 1912-SAM-PRS-101A 12"POP UP 0.4 0.6 0.8 1,& 90 VAN 180 360 IV'- 30 b V 0 RAINBIRD # 1812-SAM-PRS-12 12"POP UP 0.6 0.9 1.3 2.6 90 VAN 180 360 IT 30 CITY OF RANCHO CUCAMONGAPOINT OF CONNECTION TO BEA 1-1/2M WATER METER PROVIDEb'BY THE CCWD. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING CONTRACTOR SHALL APPLY AND PAY FOR THE INSTALLATION RAINBIRD # 1812-SAM-PRS-I5 12"POP UP ,.o 1.3 t.0 4. 90 VAN 180 360 15' 30 STATIC PRESSURE 97.8 PSI. WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACT OF AN INDIVIDUAL TELEPHONE LINE TO THE CONTROLLER. r_LAYRANCHO CUCAMONGA ADULT SPORTS PARK MAXIMUM DEMAND 52.0 GPM. CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE AND FURNISH (1)2400 BAUD MODEM FOR INSTALLATION AT THE CENTRAL RAIYs LRD # 13B- P-PRS ICL MASTER VALVE, VALVE r, glZ1*D Ta CLOSE EXPANDED PARKING LOT ` RAINBIRD # EFI3-CI'-PRS RE MOTE CONTROL VALVE • CALSENSE AT: � COMPUTER. VERIFY EXACT REQUIREMENTS OF MODEM WITH CALSENSE. 4D WNWBIRD # 313 DUP QUICKCOUPLING VALVE. RECLAM ED WATTR ✓ 2075 CORTE NOGAL, SUITE P. ►� WtBCO # 00 PRESSURE vALVE , VALVE IRRIGATION PLAN & LEGEND '• . CARLSBAD, CA. 92009 � L0 wH•KINs # soo PRESSURE REDUCI1r'G VALVE TEL. (619) 438-0525 ELECTRIC SERVICE TO ELECTRIC METER ® CALSENSE # 2100-R .CONTROLLER IN MEYERS MELiGi-I-H 296 ejcLo4&u" M � l ., ' TO BE PROVIDED BY S. CALIF. EDISON. DATA W"TRWL It 220 C' FLOW METER(F30L44T-T14rwi Ac•,H cAL&w.1GC' L�1" � W 1 e FEBCO # i26Y Av REDUCED PRESSURE BACKFLOW PREVENTER CONTRACTOR SHALL INSTALL RECLAIMED WATER WARNING PADSC D MATERIALS AND MARKINGS AS NOTED ON SHEET L-10 �p Rr ,9 PF q At CONTROLLER AND STATION NUMBER APPROVED BY: VALVE SIZE/GPM FLOW DATE ?Lrr CITY ENGINEER CGc i R.C.E. No. 24953 Q I PVC SCHEDULE 40 SPRINKLER LATERAL SCALE 1"-301 DES�t;7l�l �•�� ALERTLINE PVC SCHEDUI1.40 IRRIGATION MAIN, 3/4"TO 1-1/2"SIZE T.M. TOBY MERTENS �� �� ALERTLINE PVC CLASS 31 S IRRIGATION MAIN,2"AND 2-1/2" THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER IRRIGATION CONSULTANT ••••••••••••• BRA" SERVICE LINE DUTI SfiEE? HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY R b � * * , -i-- PVC SCHEDULE WIRE 333 AVE ADOBE , ONTO WALKS, STREETS, WALLS ETC. THIS SHALL INCLUDE THE SELECTION T•M- SAN CLEMENTE, CA 82672. L-7 � �4 ' OF THE DEGREE OF ARC AND I OR PRESSURE COMPENSATING SCREEN TO ��4 �° art �' NOT$: CONTRACTOR SHALL INSTALL PRESSURECORIPENSATINGNOZZLLSCIMENSINALLSPRINKLERH ADS WlT4} 0�� SA 498-4483 J FIT ALL EXISTING SITE CONDITIONS. lt` Of cjokk ° OF CAt.* IWT't�.l_ 164STAL%.ATt0W. exGEJ°r 1u LAwN Aw"A9. DRAWIM NO. CITY 1502 -- L . PROJECT SHEET NO. 25 OF M SIT 1 ACL 0� y c? 1�I I r2 r` a lye �q l TI ;g 00' �rti' ARE •� ?�Z 1�- {yy t� 1 1 0 0 l 1 � fy y a i I r RELOCATE VALVES As REQUIRED. ; \ti 1 f' SERE � � ZII I ' ;a•�_a;4'� ,�► gel , ,� ��. y21 y -- 1 , W \ RR M RE y ; 1, 11 ADJUST HEAD LOCATION 'TR°LL. 2 oo� CL°gV T� ` '?� �! { yv I I I �° AS REQUIRED. aSST1S� Zt� E�,9SATZ° P,,�� � 1 I G`b i z �; i ;����' GIE7 ' �` 11 i LLR oo,M 1 , r ! IY 2co a -� �a i t.�-� T IS � 1 IRRIGATION LEGEND ALS -� \ y1 < + y 4' W \ \ \ 4 Z4' I lyv2 s 1 RELOCATE MAIN LINE AND WIRING AS REQUIRED. FpMI: 1a•rracl•r•et Ila: flu tetteea: W pSl " ' �•�t tr \ 3 ' ""- IV T� y III I [J E) lalatir/11-70-120 M. ta••tutor 11.0 ADJ.ADJ• FUl1. 66' 60 G , kU � t w r' t Z: - 1.•r 'Ll' !(' �d �� ��?/ ..._ D O 6iatied 1 170 118 M. law 76 toter .0 AN.In 68' 60 Gb Ratalir/11-70-113 1. law tutor 0.0 ADJ. 61 60 y Z Y_ bliBitd 11-70-110 1. taw Rotor 6.3 IN. 45' W (,I?. ,, ?. Rat•Bird 1 1-50-0-U-2.0 1. taw Rotor 3.3 ADJ. 34' 60 1 , ` ./�� y� �,.. T-~ 1 V TIM 61a6tr/t t-50-C-U-3.0, � �� "c � � •�.._....._......_ 6.01. law Rotor 1.7 i.S T.0 IDI. FURL 30' a 1 \ , s T� Y II ; a """ I e 0 .taidird 11806-sm-PRS-lou 6 pop Up .4 .6 .t 1.6 00 13S 180 360 t0 30 1 1 p Q V t7 RaiaBtrd 1 1806-SAN-PRS-12 V pop U .6 .0 1.3 2.6 00 135 180 360 - 12' 30 ♦ d ♦ O tataBtrl( 1606-5111-PRS-15 6•top Up .! 1:3 1.8 3.6 so 135 180 360 IS' 30 , �.}� ` � .;'.s-'1..._ �'••.••ts` ' i....;la,:.........:-.-... .. tainBir/1 1812 sAN PRS-i5E5T,155ST t•pop Up .6 1.3 4' 115' /' s 30' 30 �T /��/1 -� v- 1 I 11 7 .-�'f ,1\ :r I�Y �w7f 4 --- - ' INSTALL 2 IRROMETERS AT EACH PALM TREE CLOSE TO ROOT BALL. G b tala8lyd 1 1812-SAN-PIIS-ISM.1591 12•for Up .6 1.3 4' I IS, 4' 130' 30 `, �_ - l ' • - '•ri i 'Z USE (1) MODEL R-24"LENGTH AND (1) MODEL R-48"LENGTHS AT EACH 6 8 o Ti RaiaBtrl 1 1812-SWI-pRS-l0U lr pop Up ./ .i t 1.6 10 135 Seo 360 !0' 30 - - tS v o talaBird t 1812-SAX-PIS-12 tz•top up .6 .1 t.s 2.6 so 135 tee 360 tr 30 'Q. �Y I'f ` ._., :T I I g13r1 �..'' ` . Kr BtBtM Irt1t.�.■I■ TREE. INSTALL IRROMETERS IN A VALVE BOX AS DIRECTED BY THE CITY. ♦ �► O o ht•Bird 11812-SAN-PRS-lS 12 P Up A 1.3 Li 3.6 00 IN 180 360 1 >D �,-� � !�\` '• i!�' 1 t f ,' � 1_...._,: .ter,,.• �Q w taleltrd 11812-SAN-PRS-2255 12•Po,Up .81 1.61 . t0 110 ,Al•• 30 _ ' I TYPICAL AT SIX LOCATIONS. + 0alalird 1 1812-SAN-PRS-16W-?C=12'Pop Up .3 to 3' 30 • 0aia8ird 1 1812-59-PRS-I UN-PCS010 12'Pop Up ./ IAO 3' 30 a�•, �'� 41r ' 't7 a f • hlaBtrd 11412 butetch Sat-i tr Pop up .S mlP f' 30 2 1K lalallr/t 1104 (2-each will Tree Yell tubbier 1.0 30 (11 Ton IP 1 -3001P-0RELOCATE MAIN LINE AND T 1r pop Up tutor Lu LOS 5.7 10 180 360 36' 35 �Y' 1 WIRING AS REQUIRED. v - C7 ® Tore t 2-3oolv-0s tr top up Rets 1.01 2.02 4.04 so tee iso 2e' 35 0 j$( Toe• t tt-3oot-07 taw Rotor Lu LOS 5.7 10 180 360 36' 35 Odo 02 ba m Iardle 1 1ster Valve, Morally Open. r 0 hiallyd 1 ffA-CP-PRS fente Calrol Valve. �`r p$ / e rti Zi I / r` ADJUST HEAD LOCATION htalltd 1 33-MX-3//9 0ulctempilal Valve rot Crowd Cover Yeas, lastall to Val"Us. � � �1 � `� �a �� �, /ry � 4 � '✓ � 3 � � _ � AS REQUIRED, Ialdird 1 S IP-10 loldwglln Valve for Tutt Fields, iasWl to Law Areas. Cbaapl••1200 Raoul Aalle Valve, Lim Size. / Q r p �° / I O •Ir{ Q►/ ttbce 1 T-113 Cate Valve-Lim Stu. r �a Y "� � 1,4 /�� pl REPLACE EXISTING 1-1/2" VALVE Calsase 1 toxo-C Caatroller to Nepets b4+1 21S tael•wee. ,, D -N- Calmon I Flt Floc Sensor. 1, 0 s Iyy 28 , (, O WITH NEW 1" VALVE . [let I- 1 to-S Serle: Spring!meed Cket Val". dY Id a e Febca 1 825T D feduad hessure!noeve• lle•Prter. . 1 I � pI�In � • CMANI F-82-10 Iress•re Relief Valve, ISO PSI. I11 b 15 top I Sm Dra•lats hap by Souther•Calif.plop Sales. 714 1611-1005 ,1� 1' 1 �3 3 6 0 m M t ? 7o V In Vtittns ISM Pressure Regulator,Liao Size. O ;�4 ,I ,� v ILA ru 1 u-0t Facrte•cy Shut Off Val"-Normlly Ope••ttesswe Willow • 1 7a ti RELOCATE VALVES AS REQUIRED.] V' AI Catreller and Statim Wee 6 G I( 0 p�' I 7 ��y �l{ N q Val"Siff J CPI �J 3 , I �L �g �• N 1 /1 I, 'A f _ `be PVC SCII a Sptlatler Lateral. S• Mh 3 Dt I RELOCATE EXISTING ROTORS Ivc sa 40 6 ciaa 3a tettlatia Ani., SCR a a for 3/1• 1-1/r,Cl.315 fora r r PVC Class 200 Itrilatlw Ealy 4'a•d tarter �y4 'i ?R q �--- PVC SCI1140� SI•aee. ro 2� 13 << I fJ /it �L �g AS REQUIRED. �� -}- ------- top start Yirlat 1 1� ,r W - �•-- (aster Valve virlal �-• - comalatia Cable hill 17171-0. Dirdct Wrial 9 9 - :N n Zf� ilk r/ fill S EXISTING CONDITIONS SCALE 1 " = 40' IRRIGATION REVISIONS SCALE 1 " = 30' IRRIGATION REVISIONS AT SPORTS PARK ENTRY. • ' RAIN BIRD 33 DLRC WITH RED RUBBER CAP - SUPPLY ONE KEY PER 12 OCV S INCLUDING HOSE SWIVELS. STRUCTURE OR -'g, FINISH GRADE - INSTALL INA HARDSCAPING I CLIO= RENDITION OI' TYPICAL PLANTER BED ONLY 115- MAXIMUM CONTROLLER INSTALLATION SCH 40 BRASS NIPPLE 122- _{-I I=IIIIII IIF SCH 40 BRASS 9C/' ELL , 1 { SCH 40 BRASS 90- STREET ELL STAINLESS STEEL M SCH 40 BRASS NIPPLE - SCREW CLAMP VALVES 24" LONG MINIMUM (3) PLACES �Y DESCRIPTION OF REVISION DATE APMM is SCH 80 PVC 90 STREET ELL 124-R LONG) E COMMON WERE - CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA ADULT SPORTS PARK EXPANDED PARKING LOT " CAISIRRIGATION REVISIONS AT PRESSURE SUPPLY CONTROL SPORTS PARK ENTRY LINE FITTING PRESSURE SUPPLY LINE �I _ I r • ' e I ' •��'' a y e (f r WAM FIAT( IN APPROVED BY: - DATE �- z CITY ENGINEER R.C.E. No. 24953 CITY OF RANCHO CUCAMONGA, CALIFORNIA MAS'T'ER FLOW PRESSURE BACK Low WATER "..ROVED n' QUICK COUPLING VALVE WITH METAL sTM•M•KM VALVE )DIETER REDUCING PREVEN'IER b1EtER D1S'$IGK ��� L STAKE - FOR NON-TURF AREAS 530 VALVE �M TOBY MERTENS ,jltjCITY [1,G11EER •ATC UK MRM STAIIMRO SPECOICAT10"S►011 ►U•UC MgRI1S CO"•TRUCTW" S1[Ei 1 Q 1 CA' IOC • 1 DRAWN IRRIGATION CONSULTANT mw •rM 333 AVE ADOBE L_814 00 SAN CLEMENTE, CA 92672. - OF-- J CH1= (714) 498-4483 DRAWNG No. CITY 1502 - PROJECT 502 -PROJECT SHEET NO. 26 OF 56 BACKFLOW PREVENTER A g ASSEMBLY v` SLIP BASE SOCKET OVER =N o END OF WIRES S m SCH 60 PVC UNION g w `BASS NIPPLE - TYPICAL \ z ROUND PLASTIC VALVE BOX & CD 4 PLACES V STRIP WIRES APPROX. 5/8" 41 s COVER ETCHED 'PRESSURE REGULATOR' ROUND PLASTIC VALVE BOX & FROM ENDS (CARSON OR EOUAI) M a BRASS 90' ELL - TYPICAL WHITE COVER ETCHED 'IRRIGATION GATE STEP 1 '�_ FINISH GRADE a (CARSON OR EQUAL) LINE SIZED BRASS ��) (2) PLACES BLUE n U z BALL VALVE I BRASS NIPPLE a 7 FINISH GRADE 6- THICK X 12" WIDE RED '--____ i CONCRETE PAD (LENGTH VARIES BLACK. BRASS WYE STRAINER PER SIZE/MANUFACTURER) WITH 60 MESH z SLOPE TO DRAIN AT MINIMUM IRRIGATION CONTROLLER PUT CRIMP SLEEVE OVER I I -��I I MONEL SCREEN 2% WIRE ENDS - CRIMP SLEEVE z I I 1UNION------- WATERPROOF ALL PRESSURE REGULATOR T I BRASS FINISH GRADE STEP 2 b I- I I WIRE CONNECTIONS I - SII�I I _L - `'..4-;; ..: - 1�.a5T►c VA1.vE r�ox AS PER STD. ,._I_ �.,:�:•!• '.••:' �`- _ LCi�R501J OR ECDLIAL � DETAIL 320 PIPE TO 2 �r� T t=� KVALVE _I - _-_ - •• - -_•'I I I I' ��//F'1 A5'i lC 111T1 '/RATEO IPE FROM r r i I �Si M �I� �V I-_- �� � I I m -� BRASS NIPPLE - TYPICAL `,per(u LID x 10 I�I -I I I- S BAC( ftk),1-I I FROM WATER SOURCE I I I -� (2) PLACES " x WH TE APPLY SEALER TO INSIDE 1 r I� I - -� SCH 40 PVC MALE (COMMON) OF SEALING PLUG ROw �� I •- - - _ �- I - 3" 3 10 907. COMPACTION ".. ADAPTORS TYPICAL BLUE - -I -�I- -111-1 REQUIRED s: (2) PLACES WIRE$ FILL BASE SOCKET WITH SEALER - I -� °,. ►.. ••: - I TO METER '2': I I F N+ RED MASTER CONTRQb'- � • • , b I.STEP 3 s ° v° v b' b' a I �' - UNE TO SYSTEMS BLACK VALVE z _ I e, �F 12- X 12" X 12" CONCRETE BRASS 90' ELL - FLOW METER v p v �(Z: ao: . v -I THRUST BLOCK TYPICAL (2) PLACES SITE ASF OWE METER SIZE �.' e.' e.' I BRASS PIPE WHERE BACKFLOW DEVICE IS 2 1 2. OR SMALLER. DIAMETER SAME SIZE 3/a WASHED CRUSHED _I II I • • .' a • a • a I I GALVANIZED PIPE WHERE BACKFLOW IS 3 OR LARGER. DI FLOW METER SIZE ?PUSH SEALING PLUG INTO AGGREGATE BASE BASE SOCKET UNTIL IT LOCKS I rf�l1 I C • NOTES: MINIMUM DISTANCE DOWNSTREAM STEP 4 3/4' WASHED CRUSHED 1. INSTALL PER LOCAL CODES. 3X DIAMETER OF FLOW METER SIZE NOTES: AGGREGATE BASE 2, EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 247 FROM ANY r 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPiNG. NOTES: STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE UPSTREAM 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. IOX DIAMETER OF FLOW PUSH WIRES TO END OF BASE 3• PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3. WHEN UNIT 15 NEXT TO A STRUCTURE (IE. WALL BUILDING, ETC.) METER SIZE SOCKET TO ASSURE COMPLETE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. SEALING OF CONNECTION 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. VALVE NUMBER. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RAINBiRD SNAP-TRE WIRE 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVER POSSIBLE. CONNECTOR VALVE NUMBER, CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA P►' E"Y' REDUCED PRESSURE APPROVED BY, APnmvca DY. !APPROVED BY• - APPROVED DY. WArt-K VALVE o FLOW METER INSTALLATION . WIRE CONNECTOR N PRESSURE REGULATOR VALVE - 3" or smaller C BACKFLOW PREVENTER E CITY ENWNEER y� CITY ENGINEER DAT[ u M1111 fTAMOARD f►ECIiKATKNIS FOR ►UDLK WORKS CONSTRUCTION CIIY IIKIIIILLk IMiL LISP MfTN STANDAkO SI'LCpICA110Nt ►OR ►UDUC WOMiS cONSTRUCTpN CITT CNGINEER DATE USE MRN STANDARD SIECKIGTNNA FOR►UDLIC YYORKf CpKTRIKTION w CITY ENGINEER PATE USE wrtN STANDARD S►ECVTCATKNK FOR ►{ALIO WORKS COIKTRUCTION R.CE. 24953 DATC USE WITH fTANOARD f►CC1►iCAT10NS i0R PUBLIC wOkXs WIISTRUCTION 0: R.CE. 2a953 a.cE. 24953 RCE 24953 IXR.C.C. 24953 TO SPRINKLF_R - ANGLC PIPC TO NOP-UN 1UI?F HEAD SES 10 � PIF'11 c; 111..IPE1Z P^VEMEiJT sU6cF_PTI8LE SPECIFIED DEPTH WITH 45' ELLS MFc•s GRADE SPECS. TO TRAFFIC LOADS REFER TO SCI( 40 PVC MALE ADAPTOR FINISH GRADE SCH 80 PVC UNION PLASTIC VALVE BOX do COVER: STRUCTURE OR CiTY 5TD * M0 w SNAP-TIT CONNECTORS a ELECTRIC CONTROL VALVE --,.ETCHED 'QC' (CARSON OR EQUAL HARDSCAPING BRASS OR PVC NIPPLE ' - HARDSCAPING 4 ' FINISH GRADE w PLASTIC VALVE BOX -III=1 I I=1 I I-1 11=1 I I- 11=1 I I-I I IT �- -M'"-� >v TI-TI I ISI I��I III I III_-1 I I 1�' MAX. : - g _ AT GRADE IN LAWN AREAS s:T� a` '� ,•.. ;�t' .�<: Z ? ICARSONRKED OR'IRRIGATION EQUAL)RCY IIT-III- I I-I 11-I - - - - _ = 0. 0 AND VALVE SEQUENCE I I=III III=1 I � •'••��y�:ir _ -__ _ - -- 5 W DED WITH CONTROLLER - - I-III I I-III-_III_ �k I-III I1=1I 1=_III: 6- MIN I i - . r FINISH GRADE �- � I_ I-III �-I I S I-III n a M g 33 DNP OUICK rI11 T I 11l �I I II III III (III III III I SIDEWALK MOISTURE COUPLING VALVE _ 11- =III = CLEAN BACKFILL - SEE 1 01- ' _III _ CLEAN BACKFILL - SEE Z Ell, W 1 Wlft*kE RUBBER SCH 80 PVC NIPPLE .II II SPECS. FOR MATERIAL SPECS FOR MATERIAL ,� SENSOR (MINIMUM 2- LONG) STAINLESS STEEL _ 90% COMPACTION REQUIRED _ 90% COMPACTION REQUIRED I=I WHERE SCREW CLAMP le I b I-I I I i`+ REQUIRED MINIMUM (3) PLACES =1I I III N -) I 11= =I II I I- PIC SCH 80 NIPPLE - 6' LONG SCH 40 PVC K I I- I=I I I �D I-I _ NON-PRESSURE LATERAL LMIE: s - 3" III= LOOP(MIN. 247 LONG) T X T 90' ELL 3/4" WASHED -III - -III f ti �,�:. ;,�.� SCH. 40 SNAKE PIPE B! z ( BRASS ANGLE CLOSE m CRUSHED y.:i:; i.::..:i.•:: 't:�: _ . . . . . . . . . . . . . . . . . . . . . . . MARLFaC 90r STREET ELL AGGREGATE BASE .':'�.', :� �, :� : ''A:• b I-I . . . . . . I I I-I TRENCH g FLOW III / ..:..:�.... b- :..:. = V �..:•.i. }•....1' :Y::;:.:,. I I ALVE W UNION :.::e::•.:•..: •..•..,. ::'::' :� _ 10 %=11 3/4• WASHED :::'• •: _ _ _ III I I I _ III L �+- PRESSURE SUPPLY UNE. t- , v-" SCH 40 BRASS NIPPLE I - . _ SCH. 40/CL. 315 SNAKE Y ? ..•, yCRUSHED AGGREGATE III- 11- III" -1 I I-I ' ' ' '.'.'.'. .'.'.'.'.'.' • • 111= -III-I 'r -III- PIPE IN TRENCH _ SCH 40 BRASS NIPPLE _ CONTROL WIRE SLEEVE - _ _ v •v b' - v' ;v -III _ -III i I-I I °•'' ' ..• . . .. . _ SIZE PER PLAN INSTALL •' '' 1 MARL.EX 90' ELL 24 LONG - ADJACENT TO PRESSURE I I SCH 80 PVC NIPPLE �. -III-I . . ..,. .' ' ' ' ' .'. , . ' ' III LIT t -III-I _= CONTROL WIRES - BUNDLE 14FL ~ - SUPPLY UNE - -N - - - TAPE AT 15' I1 NON-PRESSURE - INSTALL ADJACENT D.C. LATERAL FITTING I II I II -- - - - I I I 1111 D CONTROL COMMON WIRES J I PRESSURE SUPPLY LINE I -1 PRESSURE SUPPLY UNE y NON-PRESSURE LATERAL LINE SCH 40 BRASS 9d' ELL I I=III= I I 1-) I I III=I I I_- SLEEVE - SIZE TWICE -III=III=III-III-III-III-I I _ DIAMETER OF PRESSURE -I SCH 80 PVC 90' , I I-I I B• TMP SUPPLY UNE I I-I� TMP PBEDDING ROVIDE C OF SAND STREET ELL SCH 40 BRASS 90' BRASS NIPPLE L NOTE: STREET ELL NON-PRESSURE LATERAL SCH 40 PVC SXSXT TEE 1. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE PRESSURE SUPPLY UNE HEADER BOARDS, AND EDGES OF LAWN. LINE FITTING DIAMETER OF NON-PRESSURE 4 REBAR STAKE NOTES: 24 LONG) NOTES: LATERAL LINE NOTE. 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING. 2. USE TEFLON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY LINE 1. ALL SLEEVES TO BE SCH 40 PVC. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90• CHANGES IN DIRECTION. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. L. VWX06 1R,E MAIIJ LiME 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. „ 1� 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. Q)j. >t sh1ALLER - ($ 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY, 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3N 1? 1qe" le4" VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA A►PRovEs DY. API•RDVCD Dn APPROVED By. APPROVED TAY• 1 'APPROVED BY.QUICK COUPLING VALVE REMOTE CONTROL VALVE WITH POP-UP TURF SPRAY HEAD y FOR ALL TURF AREAS G TYPICAL SLEEVING TYPICAL TRENCHING ' SHUT-OFF VALVE & UNION CITY ENGINECR DATE UK MRI STANDARD SPECIi1CAT10IK FOR►UDUC WORKS COIISIRIICTION Willi LINIt11LLR SAI USI MAIN ITANYMN WECS"11IONS FOR MAUC WORKS CONSTRUCTION CITY ENGINEER DATE UK WITN STAMOARD f►ECOVATONf FDR►{AUC 1001aCt COIATRINC710N GIY ENGI/EER DA USE MRN sTANWRO s►ECIfl0A1NINS FOR Fwm MONLf COIA7RIK'iION W CITY CNWNEER DATEUSE WITH STANDARD S►ECIi1CATN)Mf f011 ►UDUC WORKS CONSTRUCTION RLE. 4 a R.G.E. 4 5 R.L.E. 24953 RrE. 4 R,C.E. 24953 TOBY MERTENS•iRRIGATION CONSULTANT 333 AVENIDA ADOBE -SAN CLEMENTE, CA, 92672 (71!)498-4483 24' NeYEes Euc STAND ALONE CONTROLLER WITH PHONE LINE CITY PRESSURE CALCUL ATI.ONS 111-POP SHRUG HEAD SET TO MFG'S GRADE SPECS. WATER METER 1 Ag 1-lex FINISH GRADE ELEVATION -1179' a NOTE: i STATICPRESSUAE HIGH LOW ENCLOSURE TO BE CROUNOEO PER J�- iii CALSENSE CONTROLLER FaNFORMATION Mr. J. Cline MVD LOLL CODE. GROUND ROD TO BE - MODEL NO. PER PLANS SOURCEO INSTALLED INSIDE ENCLOSURE. ON - _ _ _ PHONE NUMBER 1 7-2591 CONTROLLER SIDE. 11 E E SHEET L-8 F O R DATE OF INFORMATION 9 / 26 / 90' 0r 1=III=1 1 I-I I I III-1 11= - � -IL=III=III_ 11=III=11 ail=lil=III Ail="'- DDITIONAL DETAILS 120 VOLT DUPLEX • 01 a CALSENSE HARNESS N.rA.L MUNELEVATION 1405' (REQUIRED W STATIC PRESSURE UNKNOWN � FINISH • OUTLET (GFCI) GRADE jj 21 TERMINAL STRIPS TO WATER METER II I I z -111=11 I Ii 1X >� 1 MATCH CONTROLLER 3'-D' X 3'-D' X Ir CONCRETE �] w ELEVATION (•) 1179' MIN, I1 1 I FOOTING INSTALL A MINIMUM OF -111 _ YAN �z SIZE. ATTACH IRRIGATION rT- 2' 3' ABOVE GRADE AND SLOPE 1 RJ•11 PHONE JACK REMOTE PIGTAIL. MFG. -1- 6 x A33 97.8_ "' i b -III 111 I II I I Of ``A`�0 PER PLANS r �� L' 1 �' ;'� TOP TO DRAIN AT MINIMUM OF 2X. REMOTE CONTROL VALVE A-23 SIZE ': :!I 1 ;• I ,,: •`•; 2' SCM 40 PHONE FiELD WIRES MAXIMUM DEMAND 1- Q• .M. NEO � I III-I'•I I III- _I CONDUIT FOR PHONE I ELEVATION OF 1-�-� -�-III-� COMMON WIRE/CONTROL WIRES IN MODEM HOOKUP 1184 Ill rl l 1 TTT-TTT-T11- 3' SCK40 PVC CONDUIT. HIGHEST READ PRESSURE O RCM. P.S.I. 120 VOLT WERE IN RiGtD STEEL � CITY. L S.I.LOSS CONDUIT (PER LOCAL CODE) 9o• SWEEP ELL DESCRIPTION OF REVISION DATE AMOM ENCLOSURE MOUNT 1_1/2„ WATER METER 62 GPI! �.B TO POWER SIDE OF CABINET (TYP.) ' R.P. BACKFLOW DEVICE 6 2 8.7 L 10 1 AiLITE-MNA FOn ` GATE VALVES 4 I ELECTRIC METER PER SCE CITY OF RANCHO CUCAMONGA NOTES: 7_1/2„ MASYERVALVF �'.D HEAVY DUTY WEATHER - RESISTANT PHOTO ELECTRIC SwrICH FOR SECURITY 1_1/2" PRESS. REG.(?ALLTIF`�' 2 GPM 6.0 LIGHT CONTROL AS REOWRED PER 1. CODES. CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL PLANS.. ® I SCH 40 PVC RANCHO CUCAMONGA ADULT SPORTS PARK CODES. LOCATION TO BE APPROVED ar FIELD BY THE CITY INSPECTOR IA00L . 2' MAINTUR 2fr(P1l ( IIJCP) $.L2 I.I MARLEX 90' STREET ELL 90• STREET ELL PRIOR TO CONSTRUCTION. mm LINE r r EXPANDED PARKING LOT Z. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN 1 REMOTE CONTROL VALVE 4.1 I NON-PRESSURE MARLFJC 90' STREET ELL �- /2 ` CALSENSE CONTROLLER MODEL NO.. I LATERAL FITTING SEOVENCE OF REMOTE CONTROL VALVES. 35' 1/2" LATERAL LWE LOSS 3.6 GPM ••7 PER PUNS. -. I NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE 3. RUN ONE EXTRA WIRE [COLOR: ORANGE) TO FARTHEST RCV ON EACH REFER TO CONTROLLER ` 10' 3/4" LATEMLLINELO53 6.5 GPM A. REFER TO STD. 160: � q TYPICAL (z) PLACES BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE __330r _ �� LATERAL LINE LOSS 16.0 CPId � r=�� IRRIGATION DETAILS SECURITY L1CHT ' ANTI-DRAIN VALVE AS REQUIRED WIRE AT THE ENCLOSURE. - .9 TIMER REOUIRED 1 AV FlTT11tG5 LOSS(TIDY.) M iRRITRoL MM&TV FINISH I AS-PU L_r NW41 H G S 4. COMMON WERE TO BE WHITE AND CONTROL WIRE TO BE REO pi COLOR. ELEVATION CHANGE(, q' � S.9 _ Ric�1VE� GRADE t' GROUND ROD NOTE: 1. LOCATE HEAD 2" TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1. NO SPLICES SMALL BE MADE BETWEEN CONTROLLER AND REMOTE Y SCH 40 CONDUIT I I[III III HEADER BOARDS. AND EDGES OF LAWN. RRRR CONTROL VALVES. TOTAL 9YSTEMLOSSES: 43•Q FOR SECURITY LIGHT MIN. � 0 yRRI,,IG I I i I I I 1 1 29 120 VOLT WIRE 1N RIGiD 2. USE TEFLON TAPE ON ALL MALE THREADS. N�PPRUVED $Y' - DN�TF/�' Ile S. PHONE UNE CONDUIT TO BE CONNECTED TO NEAREST APPROVED PRESSURE TO OPERATE HEAD; STEEL CONDUIT (PER s:' LOCAL CODE) 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 24953 TELEPHONE SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE. 2' SCH 40 CONDUIT "•:} COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. ('� ENGINEER R.C.E. NO. THE CONTRACTOR IS RESPONSIBLE FOR OBTAMRNG ALL PHONE COMPANY T FOR PHONE MODEM --li•., APPROVALS PERMITS AND INSPECTIONS. TOTAL PRESSUREREOUIRED: �- HOOK-UP. - 1 4. HEAD CONNECTION AT BOTTOM INLET ONLY. LOWEST STATIC PRESSURE AVAILABLE, I - - - D=GN RECOMMMM PRE-SET REGULATED PRESSURE(IFREOUREO): T.M. TOBY MERTENS RESIDUALWATERPRESSURE: CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA � ATPD CITY OF RANCHO CUCAMONGA, CALIFORNIA axs�N IRRIGATION CONSULTANT AP►IgVCa aT• T CITY REOUIRED PFC, AL WATER PRESSURE: PSI APPROVED BY.CONTROLLER ASSEMBLY CONTROLLER ENCLOSURE J - � INSTALLATION - TYPE A K ,gft5A dscp* L - TYPE A M HI-POP SHRUB SPRAY N T.M. 333 AVE ADOBE L-9 - or CITY ENGINEER DATE USE WITN STANDARD WECKICAYI NS FOR ►YOLK WORKS CONSTRUCTION Asvisod 3�0 ,CITY ENGINEER CITY ENGINEER DATE use WITN suNDAm s►cor"TIONf FOR ►uDLIC wms cDNsTRumww SAN CLEMENTE, CA 92672• RLL.- 24g�- RCE 4 DAT USE WITN STAN0IRO S►CCIFICATIONs fOR HVWC WORXf CONSTRUCTION RGE 24953 CI�Ci� (714) 498-4483 DRAwIIdG No. CITY 1502 - L PROJECT SHEET NO. V OF '• 0a QSPECIFICATIONS FOR RECLAIMED WATER FACILITIES 1 CUCAMONGA COUNTY WATER DISTRICT. G. Quick-Coupling Valves SPECIAL ONSITE RECLAIMED WATER NOTES . PART 1 - Generdl 1. In order to prevent unauthorized use, all 1 . The installation of the reclaimed water system shall reclaimed water quick-coupling valves shall be conform to the regulations for the construction of A. Description operated only with a special coupler key with reclaimed water systems within the Cucamonga County an acme thread for opening and closing the Water District . This section describes special materials and thoir valve. 2. The Cucamonga County Water District shall be notified installation for reclaimed water facilities two days prior to the start of construction at identification. 2. Quick-coupling valves used in potable water 714 987-2591 and each workday thereafter until the systems shall be operated with a coupler key completion of the project . B. Related Work Specified Elsewhere not using an acme thread for opening and 3 . All onsite constant pressure reclaimed and potable closing the valve, and with a brass or yellow water main line piping installed on this project shall 1. PVC Pressure Distribution Pipe cover. be identified in accordance with the District ' s C. Approved Manufacturers regulations and the irrigation specifications . 3 . A warning sign shall be attached to each (a) All constant 1. Warning Tape: reclaimed water valve as specified herein. pressure reclaimed irrigation water F piping shall be 'Alertline ' color coded pipe as manufactured by ' Brownline ' Inc . a. Griffolyn Company, Inc. H. Potable Water Piping (b) Warning tapes shall be used on all constant pressure main line carrying 10020 Mykawa Road y g potable water . 1. All potable water piping installed within the (c) Warning tapes shall be a minimum of 3 inches wide PO Box 33248 same project limits as the onsite reclaimed and shall run continuously for the entire length Houston, TX 77033 water piping shall be installed with potable of all constant pressure main line piping. The tape Phone: (713) 943-0070 or (800) 231-6074 1 water identification. shall be attached to the top of the pipe with l plastic tape banded around the warning tape and the b. Terra Tape, Division of Reef Industries pipe every 5 feet on center. (d) Warning tape for constant pressure potable water Houston, TX 77233 piping shall be blue in color with the words Phone: (800) 231-2417 " CAUTION BURIED WATERLINE BELOW" imprinted in min. 1-inch high letters black in color . Imprinting shall 2. Warning Labels and Signs be continuous and permanent. 3 . Blue warning tape identifying it as a potable (a) Warning tape for constant pressure reclaimed water In 'all cases the warning labels or signs must waterline and stating "CAUTION: WATERLINE pipe sleeves shall be red in color with the words be approved prior to installation. Failure to BURIED BELOW" may be used. " CAUTION RECLAIMED WATER" imprinted in minimum receive prior approval may result in the Owner, The tape shall run 1-inch high letters black in color. Imprinting shall Applicant, or customer removing such sign(s) continuously for the entire length of the main be continuous and permanent . and providing approved replacement(s) . All The tape shall be attached to the to 4. All piping. P P pressure main line piping from the reclaimed water costs will be at the Applicant' s, Owner's or of the pipe with plastic tape banded around system shall be installed to maintain 10-foot minimum customer's expense. Failure to comply with the warning tape and pipe every 5 feet on horizontal separation from all potable water piping. these requirements as set forth herein will center. Where reclaimed and result in termination of service as provided potable water main piping cross , the reclaimed water piping shall be installed below the for in the District ' s Rules and Regulations 4 . Where a potable and reclaimed line cross within potable water piping in a PVC schedule 40 pipe sleeve Section 700 and 800. 3 feet vertically, the reclaimed line shall be which extends a minimum of 5 feet on either side of the installed within a Class 200 PVC protective potable water piping. Provide a minimum vertical 3. Reclaimed Water Quick-Coupling Valve sleeve. The sleeve shall extend 5 feet either clearance of 6-inches . Warning tape shall be used on al-1 side of the potable line of a total of 10 feet. constant pressure main line pipe sleeves . . KA(klID*D it 33 Ut4P A minimum of 6-inch vertical separation between 5. All reclaimed water sprinkler control valves , gate utilities must be maintained at all times. The valves, quick couplers and other valves shall be tagged potable line must be installed above the with identification tags . 4 . Stenciled Pipe reclaimed lines. A 10-foot horizontal Stenciled PVC irrigation piping shall be purple separation must be maintained at all times. (a) Tags shall be weatherproof plastic , 3"x4" , purple in with black stenciling. The stenciling shall PART 2 - MATERIALS color with the words "WARNING-RECLAIMED WATER-DO NOT DRZNR" imprinted on one side , and "AVISO- AGUA • appear on both sides of the pipe with the marking "RECLAIMED WATER" in 5/8-inch letters A. Buried Piping IMPURA - NO TOMAR. " on the other side . Imprinting Warning Tape shall be permanent and black in color . Use tags as .'� repeated every 12-inchen. Pipe shall be manufactured by T.Christie Enterprises or approved "Alertline" as manufact;,red by "Brownline, The plastic warning tape shall be an inert plastic film equal . Inc. ". specifically formulated for prolonged underground use and (b) One tag shall be attached to each valve as follows: shall be prepared with black printing on a white field having the works, "CAUTION: RECLAIMED WATERLINE" . 1) Attach to valve stem directly or with plastic Warning tape for potable water pipeline shall be blue tie-wrap or 2) Attach to solenoid wire directly or with plastic ` with black printing having the words, "CAUTION: WATERLINE tie-wrap or BURIED BELOW" . The minimum thicknetis shall be 4 mils and 3) Attach to valve cover with valve cover bolt . - the overall width of the tape shall be 12-inches (for 8- inch pipe) and 6-inches for 6-inch or smaller E. Restriction of Public Access P P ) ( pipe) . 6 . All automatic controllers must be set to operate between B. warning Labels the hours of 9 : 00 p.m. and 5: 00 a.m. unless otherwise 1. All onsite reclaimed water facilities shall be directed by the District Engineer . r +�� restricted from public access so that the Labels shall be inert plasti.-- film specifically 7. Adjust spray heads to eliminate overspray onto sidewalks p general public cannot draw water from the formulated for prolonged exposure and shall be prepared and streets . V p 8. Contact the District Engineering Office two days prior system. Facilities such 3s washdown hydrants with black printing on a white field having the words: to the irrigation system coverage test at 714 987-2491 (typically found at tennis courts) , blowoff CAUTION: RECLAIMED WATER FACI:,ITY . The minimum and arrange for a walk through for the system. hydrants, blowoffs on strainers, and other such thickness shall be 4 mils for adhesive backed labels and 9. Failure to comply with any or all of the above facilities, shall be re-:tricted from public 10 mils for tag type labels. Tag :ype labels shall have �.x l� access. reinforced tie holes and shall be attached with heavy- guidelines puts the system in violation of the Districts duty nylon fasteners. The size, type of label and Rules and Regulations , and will result in termination of 2 . Reclaimed water facilities, both above and location will be dictated by each individual application service until the appropriate corrective steps have been below grade, shall be housed in an approved and subject to acceptance by the District ' s taken. lockable container colored green. A sign Representative. The minimum size shall be 1/2-inch high reading "CAUTION: RECLAIMED WATER" shall be letters. installed, its size approved by the District Representative. An alternative acceptable C. Quick-Coupling Valves weans of restricting purlic access is the use of valves that operate by means of a recessed Quick-coupling valves used in reclaimed water systems key slot or by means of hexagonal heads (such shall conform to the following: as those typically found on fire hydrants) . Other means of restricting public access may 1. Quick-coupling valves shall be 3/4- or 1-inch be approved by the District Representative. nominal size, it 33 r 1.JP or approved equal , with brass construction and a F. Warning Signs and Labels normal working pressure of 150 psi. 1. The District requires warning labels to be 2. In order to prevent unauthorized use, the valve installed on all appurtenances in vaults, such shall be operated only with i special coupler as, but not limited to, air release valves, key with an acme thread for opening and closing blowoffs and meters, and on designated the thread. facilities, such as, but not limited to, controller panels and washdown or blowoff 3 . The cover shall be permanently attached to the hydrants on water trucks and temporary quick-coupling valve. It shall be green rubber construction services. or vinyl . 4 . Special or locking covers are required by CCWD and shall be noted on plans during the plan check review. D. Stenciled Pipe Stenciled color coded pipe shall meet tall IAPMO and NSF standards for PVC type I, grade I pipe. CM DESCRIPTION OF REVISION DATE APPitov® PART 3 - EXECUTION CITY OF RANCHO CUCAMONGA I A. Installation of Pipe Warning Tape RANCHO CUCAMONGA ADULT SPORTS PARK j EXPANDED PARKING LOT Warning tapes shall be installed directly on the top of the pipe longitudinally and shall be centered. The warning tape shall be installed continuously for the RECLAIMED WATER NOTES entire length of the pipe and shall be fastened to each pipe length by plastic adhesive tape banded around the f %%AL S-NUL"T pipe and warning tape at no more than 5-foot intervals. Taping attached to the sections of pipe before laying in ANS the trench shall have 5-foot minimum overlap for �� `.�W APPROVED BY: DATE 4 - continuous covera e. all risers between the main line and control valves shall be installed with warning tape. h � �y CITY ENGINEER _ _ _ R.C.E. No. 24953 DgSIGN T.M. [DRAWING coWooQtD® B. Installation of Warning Labels TOBY MERTENS; Warning labels shall be firmly attached to all * ' DRAWN IRRIGATION CONSULTANT = O appurtenances using heavy-duty nylon fasteners. �, * T.M. 333 AVE ADOBE -10 14 T CAi� � SAN CLEMENTE, CA 92672.OF No.�(714) 498-4483END OF SECTIONCITYQQ - L PROJECT SHEET NO. 20 OF 38 y i . �- 0 • • • • ' o 4- --- 0 + + I + 1 + + .� + 54 • O Q + 1 + 1 R O O + T +� , `77) O O 1100-1) 1 , O + + , 1 • O + 1 O + /100, I) �� Gun ^NIS W =1� �S 1N- 1CA - + - .•1" ►�.... �- M N 6j� 1 I�-" Hl[,.j 6 14111 Mel -05-6�t > + ' D . O • 0 . + 1 rAL M IF*W IMLOCAM L3j puIE 'Ta L40s N PII 0 0 . I + � © o 0 0 - 1 O o n A110, i O 1 0 TREE-FREE UTILITY ZONE - SEE CIVIL ENGMER'S 1 rPA •_ SEWER & WATER PLAN. 15g. 1 1 ; • • lie ,• o O + . • I O L�j I + BP '- G3 EM G2 LS G4 C4 G4 G 1 5g• 5g. TYP. T Y P. 1 ' P.+ + '�- PLANT I EEND ' TREES GROUNDCOVER G �, EP AS SYM KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS SPACING - SYM KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS SPACING PLANT KEY DESCRIPTION OF REVISION DATE e>�� G1 Sob 'Ryeblue- BP Brachychiton populneus Bottle Tree 15 pal Plant per Detail-2-- 15' D.C. � PC CITY OF RANCHO CUCAMONGA Sheet �►-/5 Matched Standards 24� SIZE OF PLANTS- RANCHO CUCAMONGA ADULT SPORTS PARK • EM Eucalyptus microtheca Coolibah 5 pal Plant per Detail B G2 Gazania 'Mitsuwa White' Flats Plant per Detail H 12" o.c. EXPANDED PARKING LOT Sheet L-/� Sheet L-�f Matched standards � � �aYS�ApF 9 TREE, VINE AND GROUNDCOVER LS Liquidamber styraciflus 'Festival' Sweet Gum 15 pal Fall Color 25' o.c. ��Q' �Q A � Plant per Detail-.9- ® G3 Ghunia Utsuwa White' Flats All 5'x 5' Parking 12"o.c. ` Q s PLANTING PLAN Sheet L_/S Area Planters m a py T KAW \p,11DSCq Matched Standards Plant per Detail H A�j' ✓`���"I . � N s Q RYAN q9 PD Phoenix dactylifera Date Palm 20' ht Brown Trunk 20 D.C. Sheet �, ,� �► Plant per Detail APPROVBD BY: DATE 754 Sheet 4.-/# G4 Fiber Mulch 4" depth 'Coarse Grind' CITY ENGINEER R.C.E. No24953 Matched Trunks Plant per Detail D w •, PN Platanus acerifolia _.London Pram Tree 15 pal Plant per Detail G E'ER PLAN Sheet L-/3 QlF OF CAl►E��N SCALE 1" —30' DCRGK • Sheet V•-h Manufacturer: Rim Malched Standards NOTE: FIBER MULCH TO BE APPLIED TO ALL Blue Ribbon Nurseries NOTE: CONTRACTOR SHALL SUBMIT A SEPARATE PROPOSAL FOR THE R I f APPROVED INSTALLATIONS'CO DAY MAINTENANCE PERIOD. SUCHRJM T Orange, CA 1714) 633-3666 SUBMITTAL SHALL 13Epp,E IDENTIFIED IN D* PROPOSAL AS AM , DRAB DESIGN GROUP, INC. SFi�? r .ty VIAS NON-NON -GROUNDCOVER PLANTING ALTERNATE NO--1. Rim p•ANNm AND LA14WAPC ARCMTrEcr Ja L 11 �F 14 ,. SYM KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS ;SPACING Q J 07F CAO° USE OF THE PARKING FACILITIES,THE PROPOSAL SHALL ASSUME CHECi�D DRAWING No. PER DETAIL D, SHEET L-13 DUE TO THE PROJECTS SCHEDULE AND ANTICIPATED IMMEDIATE PT parthenocissus tncuspidata Boston Ivy 5 gal Remove from stake, 10 O.C. ! .wrwwr+wwwu".�wr•ruowlw"rr" attach LO WBII THE FREQUENT USE BY THE PUBLIC DURING THE e0 DAY CITY 1502 - L Plant per Detail b Sheet �— MAINTENANCE PERIOD. 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Y a r x .\ °° •• i ♦ Y • rr ♦ Y y ■ • ■ rr r r r♦ ♦x♦+ar arr \"\ • Y • Y r ( r • xya ♦ Yy Yrr ryryY ■ a • ■( • Y a I ' �;; ■ •x rY r■r Y r Y r ♦ Yxrxrrr YY■y+■■rr ♦y �•'i;� ■i `\'`�'rari ■ Y a r a a r a ■ ■ rRB PT XC ND g. ■ eo 0 Or r r Y Y r Y YrYxrr Yri yrr ■♦ ♦ Y Y r. y Y Y rr♦ l Y l \ O° YYr Y ► Y ♦ Y f + 3 Y r j r a r O O o e 0 r r Y Y Y Y Y Y r Y Y ♦ r Y r ♦ Y Y Y 3 Y Y Y + ■ Y ♦ a Y ■ °OOO O + Y r Y Y YrY ♦` • � �. ■ Y ♦ • ■ • r • r 3 ■ O ♦ Y a • •o O s • r r ♦ Y Y Y Y e: Y r r Y ♦ r a + ■ r ■ r Y ■ oee a°e • r•• rrr • • 3 rya • a ■ Y Y . a • Y■ r . r ■r oo°e a°e os- ; •• ; ••u • •• ° • r a a + r r a r r Y rr Yr u� •• • • • • • • • 9:e- -7.7- THIS • • • • • • • • u • • • • • • • • • • • •• •• • •• •• • • • •• •• •• •• •• • • • • • • • • • • • • • • • • • • • • • I ' THIS PLANTING AREA TO RECIEVE 5 GALLON SHRUBS PLANT LEGEND SHRUBS NOTE: FIBER MULCH TO BE APPLIED TO ALL 0 RMsEP A5 ",AS-13UILT�DK44jNC, 1OIr7194 SYM KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS SPACING NON-TURF/NON-GROUNDCOVER DESCRIPTION OF RKMON DATE �vn PLANTING AREAS PER DETAIL D, SHEET L- 3 CITY OF RANCHO CUCAMONGA ND Nandina domestica'Harbow Dwarf' Dwarf Heavenly 5 Bal Plant per Detail H 3' o.c. RANCHO CUCAMONGA ADULT SPORTS PARK Baraboo Sheet 445 • F EXPANDED PARKING LOT . : PT Pittosporum tobirs 'Voriegata' Tobira 1981 Plant per Detail H 3' o.c. PLANT KEY Sheet �-��; SHRUB PLANTING PLAN 15 PC ® PW Pittosporum 'Wheeler's Dwarf' Dwarf Pittosporum 5991 Plant per a ail H 4' o.c. NDSCq p� Nb ,� . . Sheet a VA 24 SIZE OF PLANTS- , Qti RYAN �9 • y ' y • 1 R@ Rhaphiolepis Salerina' India Hawthorn`s- 1 pal Pink Flower 4' ox. h yQ �S ����•ib �y APPROVO BY: _ DATE — _ r 5 gal Plant per Detail H s to �� Cr NOTE: CONTRACTOR SHALL SUBMIT A SEPARATE PROPOSAL FOR TW CITY ENG R.C.B. No. 24953 Sheet L-13 ac yr APPROVED INSTALLATIONS 60 DAY MAINTENANCE PERIOD. SUCH D=G C SUBMITTAL SHALL BE IDENTIFIED IN THE PROPOSAL AS AQQ SCALE 1"=30' • XC ALTERNATE NO. 1. � RJM XYlosn►a compacta Xylosma 1 pal Plant per Detail H 4' o.c. � - 5 Sheet L !3 ,.� \' * DUE TO THE PROJECTS SCHEDULE AND ANTICIPATED IMMEDIATE a I'Z'hu * DRAWN DESIGN GROUP, INC. t r �`,� SNP USE OF THE PARKING FACILITIES, THE PROPOSAL SHALL ASSUME Rim L-12 14 J I n 1 1 1 1 1 1 n 'lf Oi CAI�Fowr0 \ THE FREQUENT USE BY THE PUBLIC DURING THE 00 DAY •. •�'�+.►. «.'...'� MAINTENANCE PERIOD. CHC= DRAWING No. CITY 1502 - L• PROJECT SHEET No. OF 3s • 1 EYEBOLTS: 5/fe' DIA. EYEBOLTS R LEAD sMI LDS INTO 1/:r DRILL HOLES. N 12 GA. GALVANIZED WIRE SECUREL (^� * LOP AS 7 0 BE PLACED ONTHE GENERAL PLANTING NOTES J VINE TO WIRE WITH NURSERYMAN'S TAPE. W :3 TRUNK TO ALLOW FOR WIND V 1 FLEXING OF THE TREE. BUT S . ����\� ^ NOT OSEAD TO SO LDR ALLOW THEOW AS TO E PLANT TABLET SCHEIDULE /\ MEAD TO DROP. 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL PLANTING INFORMATION. • ' U rRO-POM(ER PLANtING TATS FOR CONTAINER-GROWPLANTS- - BLEN 2. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING DETAILS, REFER TO TOP OF STAKES BELOW MEAD OF it TREE SPECIES GROWTH 1' GALLON CONTAINER nECE1VE5............. 2-3 TABLETS THE PLANTING DETAILS, THIS SHEET. mom TRUNK W • •*sd *i S GALLON CONTA114ER RECEIVES........... ....... 3-6 TABLEIS 3. LANDSCAPE ARCHITECT/CITY SHALL APPROVE ALL PLANT MATERIALS AND THEIR PLACEMENT PRIOR TO INSTALLATION. CONTACT LANDSCAPE ARCHITECT/CITY (2) CINCH TIES SPACED 2+• T f MAXIMUM AT LEAST 48 HOURS PRIOR TO REVIEW. er APART ATTACH WITH GALVANIZED 5 GALLON CONTAINER RECEIVES................................. SCREWS TO LODGE POLES. PLACE STAKE TO THE 6-� TABLETS NORTHWEST OFTREE. 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATION FOR ALL TREES Y DIA. LODGE POLE PINE STAKE WITH 7 GALLON CONTAINER RECEIVES................................. 8-10 TABLETS THEN CONTACT CITY FOR APPROVAL PRIOR TO DIGGING PLANT WOOD PRESERVATIVE SINN DRIVE A ANN. OF Ii' INTO UNDISTURBED SOIL AND PIT. SO GALLON CONTA314EA AECFIVES.....:. ..:........... 9=12 TABLETS --- ---- PosrraN STAKE OUTSIDE of ROOT W.L _.,,-.� ...:... w PBELACE TTo LTLY COMPT TEDD SL EINACONDITIONS L ) 5. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE �1 BASMI. IS GALLON- CONTAINER RECEIVES................................. 12-15 TABLETS AND QUALITY. EYEBOLTS ;OR FUTURE U%SE !r X r CONCRETE VINE COLLARS - I I IN TURF AREAS ONLY. _ - TN►ALL I I ANGLE BACK TO WALL, TRUNK OF E- III -III-I i20" - 24" BOX RECE1VES............................................. 14-16 TABLETS 6. ALL SHRUBS SHALL EQUAL OR SURPASS "HINES" STANDARDS FOR SIZE AND L------ - VINE• AND REMOVE STAKE WHILEI I -1 = I=1 I t = QUALITY. FINISH GRADE SECURING VINE TO WIRES. - - NATIVE BACKFILL WITH 30" s O X RECEIVES............................................. 16.18 TABLETS ; -I I ROOT BALL NODIAMETER ROCKS GREATER THAN J REFER TO DETAIL E, SHEET V-1 I� PLAur 2, 7. PRIOR TO PLANTING, CONTRACTOR SHALL FOLLOW WEED ERADICATION ELEVATION FOR PLANTING REGI ISMS. _ // /�(I,\ TIMES THE WIDTH OF 36" BOX RECEIVES............................................. 18.20 TABLETS PROCEDURES AS OUTLINED IN THE SPECIFICATIONS. APPLICATION OF ANY THE "OOT BALL. CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL AND SHALL HAVE A FERTILIZER TABS PER MAINJF. �- I I I-III SIII I II_II IIECONI1ENwTIONS. 42" BQX RECEIVES............................................. 20-22 TABLETS P.C.A. RECOMMENDATION TO DIRECT THE APPLICATION. FIT I- I�_ I Tt� umumniam NAW4 sOl� 46- BOx RECEIVES...................... .......... .22.24 TABLETS 8. ALL TREES SHALL BE PLANTED A MINIMUM OF 31 FROM ALL PAVING, UNLESS ............. I I II I,I I I OTHERWISE NOTED. WALL II LI_ 60" BOX RECEIVES............................................. 32-36 TABLETS ' x r CONCRETE VINE COLLARS I 9. TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN 3, TO EDGE OF Mr TURF. TNOTES URF AREAS ONLY. I.: REMOVE NURSERY STAKES LARGER SIZES ••- F011 EACH 1/2" CALIPER USE:................ 3.4 TABLETS ANGLE TRUNK OF VINE BACK TO WALL 2. STAKES TO BE PLUMB AND PARALLEL. AND REMOVE STAKE WHILE SECURING 3. STAKE TREE PETIPENOICULAR TO PREVAILING WM . 10. ALL SHRUB PLANTING AREAS SHALL INTERSECT HOROSCOPE AREAS AT 90 VOW TO WIRES. 4. PLACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER PLAN VIEW NbOR TO PLANTING FOR OSSERVAnoN PURPOSES. TYPICAL. 11. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS OF 3' TYPICAL. • VINE PLANTING A SINGLE STAKED TREE (5 GAL. EUCALYPTUS ONLY) LB PLANT TABLET SCHEDULE C 12. SPECIFIED LANDSCAPE AREAS (EXCLUDING TURF) ARE TO BE MULCHED WITH A 4" DEEP LAYER OF MULCH AT THE CONCLUSION OF PLANTING OPERATIONS, BASED ON THE GROUNDCOVER PLANTING PLANS, SHEET L-10. 4" OF COMPACTED COARSE GRIND 13. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM WOOD FIBER MULCH. TIGHTLY COMPACTED r BERM TO FORM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE HARDSCAPING/ CONCRETE DEPRESSED WATERING BASIN. SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC HEADER FINISH GRADE u CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT C COARSE GRM10 SHREDDED GROWTH. SOIL TEST RESULTS SHALL BE SUBMITTED TO CITY FOR APPROVAL u MULCH. PRIOR TO SOIL PLACEMENT. I ,r 14. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THESE PLANS AND/OR SPECIFICATIONS ARE FOR BID PURPOSES ONLY. FINAL SOIL ANALYSIS RECOMMENDATIONS SHALL SUPERSEDE. W M .� 15. AFTER FINISH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, s� I---I�I CONTRACTOR SHALL HAVE A MINIMUM OF 4 SOIL SAMPLES TAKEN. LOCATIONS OF SOIL SAMPLES TO BE DETERMINED BY THE CITY. THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB ' ) FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY, AND SOILPREPARATION RECOMMENDATIONS.AT ONS TWO ROOT BALL SAMPLES SHALL BE TAKEN AT EACH LOCATION: 1. GROUND LEVEL TO 1' DEEP, 2. 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART e SHOVEL CUT EDGE COMPACTED - - -� PLANT PIT TO BE (2) TIMES THE OF SOIL AND BE LABELED PER LOCATION AND DEPTH. Y NATIVE SOIL 8w I I � ��I- {- I I MOTH OF THE HOOT Mu. = • 9' 16. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE CITY AND THE � LANDSCAPE ARCHITECT PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR FER IUZER TABS PER WMWF. SHALL NOTIFY THE LANDSCAPE ARCHITECT/CITY OF ANY SOIL PROBLEMS THAT RECOMMENDATIONS. ALIGHT AFFECT PLANT GROWTH. NATIVE BACKFILL WITH NO 17. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM ROCKS GREATER THAN r TO THE SOILS REPORT RECOMMENDATIONS. $ NOTES: °''wa rER• n 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL UNDISTURBED NATIVE SOIL. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. . 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. OF ROOT BALL Do NOT CRACK ROOT BALL_ 4. PLACE NO MULCH WITHIN A Ir RADIUS OF THE CROWN OF A WOODY PLANTER. 2. PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. MULCH INSTALLATION D CONTAINER PLANTING E F "D ONE HALF OF SPACING ^ t. REMOVE NURSERY 1/ SII *y l� :. STAKES To KPLUMB ANo LIMIT OF PLANTER AREA REQUIREMENT PARALLEL. l 1 STAKE TREE PERPENWUAR ^-L 1° -��IL��L"11ts I41 'To DE If`1�7�P�P{•�GT 7 PL PE FERTILIZER NG WIND. � pu Rc��E � 1 k4A Rte. t - 4. PLACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION v PUIRPOSEs. N w E I I ly6 TOP TIE TO BE PLACED AS ��� CSeT G '1- pa W.4 60,44�_) TLOW � AAS POSSIBLE OpNR THE A - RE.M TO F TREE.9lR TOP OF STAKES BELOW S NOT SO LOW AS TO LOSE HEAD OF TREE WHERE I SUPPORT OR ALLOW SPECIES GROWTH ww PERnwTS. L 1)IE NEAR TO DROP. � MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24' VVI PTiL� APART, ATTACH WITH GALVANIZED J� SCREWS TO B• LODGE POLES. 0 2' DIA. LODGE POLE PINE STAKE'S WITH WOOD PRESERVATIVE STNV. _ � ��� �� �'�� DESCRIPTION OF REVISION DATE �m * W4EIJ CALLED Ou-r OIJ DRIVE A MINIMUM of r INTO EQUAL M C 0 SSTTAK IDES RODISTUMED SOIL OT BALL ND N>N ' T J �. I �� T P ARBOR OLAARD IN � All" AND _ = L , t'' CITY OF RANCHO CUCAMONGA FRONT YARDS. } I _ Me HO&HT RANCHO CUCAMONGA ADULT SPORTS PARK 5. OR LESS WATERING BASIN BRAS N ORrRESSIDENTI L FORM __ -~ �M TMy 01467r, T�t� 1. 1��T EXPANDXb PARKING LOT QUIRES ROOT GROUND COVER INSTALLATIONS. LOCATE _ OUTSIDE OF PLANT PIT. BERMS IN TURF 1 -_ r DEPTH w►TLAIE AREAS TO BE REMOVED PRIOR TO CITY t , Vt,/ � i "+i7T'1Yy &�'1'NdP e�� NOTE: ,I ; ,_. -I HST A10:441PLANTING DETAILS & NOTES 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL `- T SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON �1 �- �---+: f �I Tb A"Folvor�_ W4nR-P -MIS s-NILT PING PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.GRAVEL "�_ / Y �, , `pNDSCq N•. 4 WASHED _ ROOT BALL I' DEEP ROOT CONTROL BARRIER 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR -_ QAC If- Q.I% '49 APPROVED BY: - - DA1'B/- 00 APPROVED EOUAL SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER A< '�'p L NATIVE BACKFILL WITH NO SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING �M � R�r4hL� To �G R.C.S. No. 24953 ROCKS GREATER THAN r DIA. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 1 �++ � D11=111DI 48"ta�trT>�.M 1 IAL f� 1�e- -r °C RJM LN NATIVE SOIL Dayumm 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES Te SITE. R00Ter*t,L_ Tb 00, ufe TM�u RooT BAu WIDTH OF PLANT MATERIALS. PUNT QUANTITIES INDICATED ON THE „ * M M TR•I MM5V lb � DIA. MW-MLIOIZ- 'Tb WWII RJM GROUP, INC. . '� LEGEND ARE ESTIMATES ONLY. E, tJri Ur`1 R DIRa;G ICJI'1 4=G APl o«. r `` J 0 4j NSP RJM R.ANMNG AND L.AND6CAPfL ARCNIT6C'IURt �-1� � 14 EOF CAL1f0� ...W.........R..�...... ....,.,,..,.. DOUBLE STAKED TREE 15 GAL. G SHRUB & GROUNDCOVER SPACING H PALM TREE PLANTING I ` CITY 150 PROJECT SHEET NO. 31 OF 38 00 O.T --tO4�� T45; LEGEND LEGEND 1. EXISTING TURF, CONTRACTOR TO PROTECT IN PLACE. Cl EXISTING TURF TO BE REMOVED. lO O1 CONCRETE CURB PER CIVIL DRAWINGS. — •e' O2. y O EXISTING CONCRETE WALKWAY TO REMAIN. j ' O EXISTING HARDSCAPE TO BE REMOVED PER CIVIL DRAWINGS. . •a• • '•� � O4. EXISTING PHORMIUM SHRUBS TO BE CONTAINERIZED AND REPLANTED CONSTRUCT PEDESTRIAN WALKWAY PER DETAIL.C SHEET L-3O WITHIN SPORTS PARK FACILITY PER CITY DIRECTION. O CONSTRUCT PEDESTRIAN PLAZA PAVING PER DETAIL E , SHEET L-3. OEXISTING RHAPHIOLEPIS. CONTRACTOR TO CONTAINERIZE AND PLACE IN I 5. EXTRA WIDTH CONCRETE CURB PER CIVIL DRAWINGS. TEMPORARY STORAGE PER CITY DIRECTION. REVISED PLANTING OF THIS AREA SHALL INCORPORATE THESE PLANT MATERIALS. EXISTING IQ O HANDICAP RAMP PER CIVIL DRAWINGS. l ✓ V v RHAPHIOLEPIS ARE PLANTED APPROXIMATELY 4' D.C.. I� — , 8 7. CONSTRUCT INFILL CONCRETE MOW STRIP PER DETAIL D SHEET L-3, EXISTING SHRUB MATERIAL. CONTRACTOR TO PROTECT IN PLACE. I O TRANSITION TO MEET EXISTING WITH SMOOTH, EVEN HORIZONTAL AND 1 VERTICAL GRADIENTS. EXISTING PHOENIX DACTYLIFERA, (20' BROWN TRUNK). CONTRACTOR TO , �( lt, RELOCATE AND PROVIDE TEMPORARY STORAGE AND MAINTENANCE OFF—T— i\1 I� O8 CONSTRUCT 12" WIDE PERIMETER CONCRETE BAND PER DETAIL E , PALMS PER CITY DIRECTION. PALMS SHALL BE REPLANTED PER DETAILS � - / AND SPECIFICATIONS AT COMPLETION OF HARDSCAPE INSTALLATION IN f. /_ SHEET L-3. THIS AREA (6 TOTAL). CONSTRUCT SCORE JOINT PER DETAIL B , SHEET L-3 . 8. EXISTING O PELARGONIUMS TO BE CONTAINERIZED, PLACE IN TEMPORARY '92 10 CONSTRUCT EXPANSION JOINT PER DETAIL A , SHEET L-3 . STORAGE WITH MAINTENANCE AND REPLANTED AT COMPLETION OF '/ D • O HARDSCAPE INSTALLATION IN THIS AREA. IO 11. BENCH P STRUCTION LEGEND ITEM NO. 24, SHEET L-2. NOTE: CONTRACTOR SHALL SUBMIT A SEPARATE PROPOSAL FOR THE ii �. ��►.r APPROVED INSTALLATIONS' GO DAY MAINTENANCE PERIOD. SUCH �'u� "i SUBMITTAL SHALL BE IDENTIFIED IN THE PROPOSAL AS AM ALTERNATE NO, 1. 1 Q •• ✓� � P1�h� DUE TO THE PROJECTS SCHEDULE AND ANTICIPATED IMMEDIATE USE OF THE PARKING FACILITIES, THE PROPOSAL SHALL ASSUME M Q THE FREQUENT USE BY THE PUBLIC DURING THE GO DAY MAINTENANCE PERIOD. W 1 � PLANTING DEMOLITION PLAN SPORTS PARK ENTRY SCALE: 1'=30'-oM A ENTRY PAVING @ ROCHESTER & SPORTSPARK ENTRY SCALE: ,'=so'-o• f�NIT C*= �w- Ply, ,4NP �'STVt, 00M-140TT- 10 lit=XM f0AW> -7 WC, O"k,5 I PLAV AM D 'NFA ' Tv 0r7A1 IV rx C-� 1`4 eNe� 4:r a&HASUD/lpy►rie AM2 A49P wCa rzP - f t�R Orr/ pl X710 ' >%�'M I,�G�T1 c� ,.I� $�"Nj'�I`'p � �� •SND �11� c T�Off F"f�' ',Y PT - ITFt 1'b j DESc RE MONcrff RIPTION OF DATE � � I - COI~�x 1�itc1'�I '-+� a� Fft�� CITY OF RANCHO CUCAMONGA�, co c r,G RANCHO CUCAMONGA ADULT SPORTS PAR EXPANDED PARKING LOT �f` Or�L �I DG' o V�'"D '� PLANTING DEMOLITION & ENTRY PAVING PLANS cc APPR m BY: — * , * CITY ENG AR.C.E. No. 24953 • J'�. a �P *. I Orf OF CAUFD 'g' D99M xsooll�� RJM DR&WN RJM RJM DESIGN GROUP, INC. SEM r PLANTING AT SPORTS PARK ENTRY CL-14 14 DUV= Nb. CITY 1502 -L PROJECT SHEET NC 32 OF 30 i jj ;I Ilk, RANCHO CUCAJION " ADULT SPORTS PARK EXPANDED PARKING LOT ARZA !---, IGIITIIVG cRf ZI -ECTRICAI--, -,PI---,AlVS - . i C>- PoLO_ Mou rJ" r� FL4Z7C;'r- .l44-4-7 X15 )3 saNl. zo IsaPll, 18 811E a c.�lL r� 2 III.II- II 9►�II- 9 S -3 I_ 3 I�Jt, I, o- L.� Moi-1rJT� Gi l�l►JE�►� � 1 1 �— — — — — — — — — — — — — — — _ — -- — ��► IT F-L-11-I U1JDIE4?-�F-01- 4o t — — — — — - - — — — — — — — — -— IT fa-jo Ii I b JU IJ�1'Iot\I bo�c 2 I i A owl-'Ta 8 • 5'TP I I`I��� 5? �� I' I f�NO • I '1`'II'IGP'�- F� 4-) P-IG Pt�1 p� �IATPN • PTI P JeA GP f-Y4I T-r SI M orl�\l 1�0 L-`f W E.1. N IIS+E. �cn1 D I NG %+. 1,`( w �• C Iz 17 lq ZI 2'S 144 I v l 0 12 22 L� Z,lg G.o Gc�►J I � oIJ l�' o LTI TI iJ L 1 TI� II I �-TI— Z) /Iip1� 01a , dLts /�-- - -- - --� „ ( I .y �� ► I X 3 c>IPM 15-:1� v To �Ttrcrl ENGLoSu� � I 1 — KIP W Lcr/OL'1 PMt:-, 5 10 Ndl 1 I I x LTs UG Nl �c.�Y�►r-p -- I rb�e- C I 01%10�0 0 LiM�,� �-(2� I/q '' W ax�P Hole—el ' Faav'iTu�t �I'�//_ tiJvl -TWo aP,,rIGE ,.,. Ir 111t�p� LCONTRAC-TOR TOL - FURNISH SCNLAGE W� k�-I t�AT►� P Dl2d l-L. Act-JO TA-P Com}) 11 O L-rms STAINLESS STEEL D8./IGE c4pv E4 BODY,• ABLE ' KEYWi4YYP DIOGK t� I1N KEYED PER CITY � �J r {2�� _ ' � INSTRUCTIONS. ', '' FST , I rJ H F� ` �' �y I �i�jd^ - 4 IH K G. No ►-j /I zcw C'D -ro M xx PvL� N l�r-t�� ' (a) R�•L-P?� _. ry.lol�,o� rJ (� r-,-2a IJ �!o C� r!od I'I IJ F-�'1/'' I Q ?.qa--4vf- 400Y r-l644" 12lg;P-/ F-I`I G Ircu d F-C 1,Lj I-T(-I Hl KjcA p-c:> L-&� L,P'0l� L=wr,— K�,- -ro O t FI QeA O-OT GL �-•t�-ter-I Pr►.J�-s O I'L-**J H sLoct fa-E1- Y IJ/ ► za O f-11 G�r,Piz fao� bvSE P lel b l-�TI(SIU �.ohl'T�d- LI IJ t'T C M ALJ) h +sl�'�P�-� �-s SU I LT $� carr DESCRIPTION OF REVISION DATE �� CD �•�►-�fov MSN�-IJ I ��( � ISO ���' '�/I Zo�I Q I'/z�' �o►�DLJ t-( IJ IT1� 17 ''oc 12 -1r4 h 0 �1J�7r�� . v,�1 I=�' I,J L. t-I��IT LIUrI 1 z1 , - M � C 'tGl�a2o31x�1�� I ?ul� �-r 1o4ITH h`'IGI�) � ►PM �uPP�► �� CITY OF RANCHO CUCAMONGA 111111111 rI-lo'ro�.- I-10dWj4=o o IJ f2 P o f Q y--s 'rP-P M oU IkT or) c-ij I Te. 4 mepAfzp O F-I'1 a �— bw��s N oI�UIT � RANCHO CUCAMONGA ADULT SPORTS PARK EXPANDED PARKING LOT G7 'To U�,I�"rll�, I'-I�'�� ��-a�t� t�-Tri �- 'f''�Is �-I�'f• RECORD DRAWINGS APPROVED BY: DATE - - THESE RECORD DRAWINGS (AS49UILT DRAWINGS) QRpF Ess/0 � CITY ENGINffit R.C.E. NO. I I /+ / I �"� I I I �IQ � I /.� �C� �{� O s��� HAVE BEEN PREPARED BASED ON INFORMATION � cOocD��I `+1 Gam• I K� ` "�T -7 ' , _ SUBMITTED, IN PART, BY OTHERS. WHILE THIS `y �'n Mr ' t�/ INFORMATION IS BELIEVED TO BE RELIABLE, rn MPE u M/P ENGINEERS, INC. HAS NOT VERIFIED THIS 7340 INFORMATION AND IS NOT RESPONSIBLE FOR ITS DRLIFN %NX18? ACCURACY OR ADEQUACY, NOR FOR ANY MPE - ENamrsas,INC. I OF 5 ERRORS OR OMISSIONS WHICH MAY HAVE BEEN EL" A` `&I 1 INCORPORATED INTO THESE DOCUMENTS AS A OF CA.4`FpR� Cly Z aria WM�,�,��,r,��, DR4� No. W RESULT. CITY ruLixmN'cA mm1502 % - 4 (714)68(1-9044 FAX 711 6 0.8106 1 imi PROJECT SHEET No. 33 OF 38 1-7, 141 ®© ' P�' - tj4 7 I*'-e-,s,ill ig 8 'A� � � V an INNINEW low ■• an INEENEws as ■• ■■ •• on IMENEW■• ■• t t ■■ ■■ •■ ■■ ■■ 7 I 2 L3 2, I I 7 E•,1 aF P I8� I'P� I'f !v> ?.Z- ®�© I') 1 I � w I I ' I 2 I , I7, ,12 � 4 �^ � ,12 0 17,11 Ic& B 90) 7, I 7, ,Z4 12 b 12 c's��►.I aF I I I I 1 nh h►JE -1, 5) `15 I'm' -'7,9, 11) 13 l +=ter I �3 lei (.. 1. . \ U L$ %Il I I-_ -1 I LP- I �\ . • I I — v - 2 I I �p� �,$�►0,12 tQ��Q � \ I I \\ � I• I \ �,b I 13 1 18 zv • : I 1 I l i I I I ( � 2� 0 ,12 12 I o o I I� 13 ZoI L 1p•�z.`� bG I I I A I « I I 15 I I I 6, 5ou7H oF -33,3a�4 'Pb'-26,21,orl, 51(8 'ar�r�4 UNC (0 1 PG I "1) 5 W �hG-Si7,9, 11 to , I � I (o W 1 5,75,-7 �C((C ))1 J��11 r7C( 13 (Z)® II ® I 7 8 Pd-%'�, ?�t. ® � rp-2(01*B x)51 o (� �' if • , - \ �\ - - - - - - I ��, !I , , / I �G 33, 60 ro 25,27,2�I„�I 80 4� ,4 2�`� i I - tom-la,so II r�-I�, I�,Z�, IZ ®® L d lll 'I,II - � . q,ril ►J L. •. � : ,. � � � � � 1�1 I I Is ” �� t Imo, I�, I V � • 00o, so o To Pk-I�� 1 ,5 41 -; �I FY cx�� I.a-,�-Tla,•l jai �'�"iO •3 � S � I G - 1? ,I � r� -13, 6,?-I, � p \ / D tJ I '1�'I I III ` © TSI wr I NIP.-G F-M s� coal T 1 rR0�-rrr LI t-E rpt / 1i � � �+�+D txZ�1 D �s 1 N D 14�-TSD•vt.�l l"( ��T l,�'T'A`I . � I�\�`l'yOO C�)®C'4)�'4)®C 3)Qi (.3)Q '� u N� _ DO o I I I I/ L4WF_ ® I 1 i� ,q P i P ra. GOA 9,11 I �'l.P�f I1-1 11C L) ', �JII q,tl 'ri►'- S Qy ---- I wy. ,_ LOU Pia (1�'P� ` �Z)©0 �©Cz�Q® I �3) I �L)©(s)t2)fln ®�®© ►� ` / 3 to y' — ®©®© 4 0 1/s S r, 5 - — -r' — — - — I► 15 — — — — — Hf-s��.ao ws; ��, -r�.�o Imo' M� �I-I�c-'f � I�It�.�-P�— �I�'J.-r.�.� - ,�7����,, � Pct � S' _`�a-�.a-6,�►��Iol2-Iq,I� ©® 3 1 - H - 4aG mY x� cotir" Y�ff E�� �A1iIpIJ i•1 �f� - - H�-I ?a, ew M-:5 •22 11 PD"1�,1�,1af2o IZ , r , a f►5 $lel L 71 1 I� h'1�-IIJ ��'fW�- � �_2,�}- I I � •-ro leap 12® � �I QI"1�T5 561� ►PMF.I�'( YGL��o�J�/�-�lxl l-IzY �� ae.�,] '1-P -�Si2r� 14, -Is�2d L `u, 2#-�,Z�© arf DESCRIPTION OF REVISION DATE V 11� ?H 15 GIS u-�v P'+:= 3�csrl ol�l � ��.,rIG� CITY OF RANCHO CUCAMONGA Q C' Z* to I� to e4F-I J o (_I-I ) >y1 I I/4 `- ?,'r� I 'I o+�oUN t= Cp4J fit) L-�Yeu1 RANCHO CUCAMONGA ADULT SPORTS PARK '�*"6, -,ria I'd D GI(�►1J p C,ri-j FL) ® I ,,G �� 1 � � EXPANDED PARKING LOT I �� _ �t � � ?-U- IJ tJ��r�-oIJ^I D Go1�10 x.11 TS 3►-�/-ar.l. B4 e I '� v ��I.1tjp C r I �.� �I r1 P- D tN of J-IO'I Lccs -rHo J rI" f3F. W F 1 tJ Is1-I PE y IZ I�''G ,!� � I' '� b C�1C.ot1N t7 Ctrl.�� 1 Ii1G -�#v� .) Yo �t�uNc�Cl,?moi) RECORD DRAWINGS 5 7 IG' -'Io 0- IJP C L G1� THESE RECORD DRAWINGS (AS-BUILT DRAWINGS) �Q��fESSlO,y�!F APPROVED BY: DATE 24 � �� P��A� M ao ��, , CM BNG _//e R.C.E. No. O /�I �� T © 'G,a '(o bKbq�-Q HAVE BEEN PREPARED BASED ON INFORMATION `� �� SUBMITTED, IN PART, BY OTHERS. WHILE THIS ? �� ' SCALE 1" i30' DESIGN RECOIOIM0 ' Mr►.IIMuM I�'LJt 6 P INFORMATION IS BELIEVED TO BE RELIABLE, ' 70 x ' ''� -a��!! i * (o �rvuN n ( LTG+) © h� , ' � I r4 ,. , MPE M/P ENGINEERS, INC. HAS NOT VERIFIED THIS � ! I _ INFORMATION AND IS NOT RESPONSIBLE FOR ITS �/� JRA1fN �•. MINIMUM ti P1 06 P4�� P.r _Nt:> rEf� O I V4'I G 3�Q•is�, �' �+1�No Opp FZ� T� �• P- M T5 I l LrACCURACY OR ADEQUACY, NOR FOR ANY MPE d► ZNaW ,IIIA 2 of 5 N ERRORS OR OMISSIONS WHICH MAY HAVE BEEN T - - ' INCORPORATED INTO THESE DOCUMENTS AS A F OF 0A�-�F � Jacm Z JRAw1NG No. W _� 3m war 00mmm v&ALm Avmur 44 ou N�o C r L.I �, ® sTv b, err 1�-`( M - l.G� I Of`I RESULT. --- MUXXION. aU FPt -30- CITY (,,.).00.V.. FAX , 1502 PROJECT SHEET No. 5-4 -0 F i (y) T� t pol-f- -T`(Pe� 'P', rjxTJp.F-5 41P++11I-r`I' of al-IT L,,�&1 bow Flx-rLJlLP, ModQ r11.Jem • NUMaaf- ply?pti�'('° I,-rm -Tlfm Ib, rlrUlLE� -tYt"P�tA-►L 1-IUM6ff. 5Z' . 02 2 L A� G 2C 03 2 2 A c 2G �'� k• GPUG1ti St1. NII I��' d (o Ca�LL-A a- 5'(EE I. 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GoLI� � c+c{''1 I`•1.1 � i�2?�I �- IA 3 I t - b 2�► 1 I cxJT-E-::T � Z - 13 ZP• !VO rE A ICo CONTRACTOR TO FURNISH {, �� I - 1 a SCHLAGE STAIMLESS STEEL Q �16 I IA- PWDY ADLOCK K KEYED P R CITY Y �1 40 L - ' INSTMUCrS TYPICAL 'FORALL OUTLET 130xES. I — ►,� , (2) R44o* oU Ts fM ccT4 DXJI T PAK 42 I - I� la - - - - - - -i - 1- - - i "fqF or- ILA I "L � &11� 3 V /11 CNurr�a�1.1. , J:;. / �.grl'TihJUo tom. N I hk � , I �T*-+�I Lames �T16i•1•. I EL EC T RI4� ,. U X I LI ARY poop, I I �'' Y /`�C I N pix I LI P'IZ ." I I L �4a HT1 KLA F1 X.-TUF- . SGul,� (D r T c ) - la Pb r�lsTp-11�UT►or.l M �� � r+�L*04--rUT�-� IJLJr4D �LTkiI, cufJn � L C, 06,C o N T� GI �I cor•lo 'A'" ''' t�J1 X aJl.�t►r>dl E • �'f'11JtJ� a�Psl��-T 'T' 4mH / IhIt� rHIJ'i �wez> F-pzfIU &&F- 14/00L Mr.C-4 C,u1-ji bOrl�.l1, s o -o T EI�L'�ZIJ /► � DIE YI oUsl NJGI L.1/I►JT"F.&L '�.' I.Es. 'tYr[- '� ►ti M �/4�1'S�°/W�1 M C rel rJt 4vo �t� I �oa�i �U rJ�► F I r,k,gv��i� �I�c,.�s1 Pw M INUM O(,i T� CSD 7� � � � L7� �`� � �� � t��hr•► 13N� , r'r�-�tol� , 4�✓ r'S F�''1 E �lw��-ns.MP�-fes 4LrJ6 1.i1Js T L4 rim I.C.S. 'T`�pt: Plz��}AoNPsgBo/IHI TE s6a M X1.1 i LP-wee-AJ Ltf- A-L►*Mr- �P-rfs p'£F 16 r-r- ,W� I-T PPI NT Ir I N I5 H R*.-=, McuOTEAe>HT 4at9- 0A-b1 �. t-W M I NU M ��-�rs'f caM X51 M�H�FI°/ � I�iMst�1T, H r�*r( , rJWA- � s.4 ��- FJ1 T?L' s}gv Pc,(� I I'JIDo I� PuTY 20`sruo N-LI m oum FpL44or L *1 Icor � g'�I My ►AIk6rap,40o-w -FRO-M& WJ/Tw-im .D �N eiL-,A- s L-+G-� 4 s L FI rrryra- -ry S 131J I L.i S/I 7*41 A kk-42O DESCRIPTION OF REVISION DATE I AMOM �D Pu. L d r4t rr-Nol--I R-1=s sH*L LL ISE e-Ak-4"&.PJ IA- S- J a$-a%-r c.-a"M I ss I c-* ! �I SIraa CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA ADULT SPORTS PARK EXPANDED PARKING LOT I' RECORD DRAWINGS QRpf ESSIpN APPROVED BY: DATETHESE - ' HAVE BEENORD PREPAREDNGS BAS`ED ONLT DRAWINGS) INFORMATION CITY ENGIN R.C.E. IVO. Z y SUBMITTED, IN PART, BY OTHERS. WHILE THIS y� �4`�1 � c?\ DEMOK FIVONVEM INFORMATION IS BELIEVED TO BE RELIABLE, y MPE " M/P ENGINEERS, INC. HAS NOT VERIFIED THIS N 7340 ' INFORMATION AND IS NOT RESPONSIBLE FOR ITS ., DRLDi " 1�IGSKW M ACCURACY OR ADEQUACY, NOR FOR ANY ELECTRICAL MPE 3 $ I i ERRORS OR OMISSIONS WHICH MAY HAVE BEEN qT �� W INCORPORATED INTO THESE DOCUMENTS AS A f OF cm% C1B DRLIMG No. SM MP4T COMMOMMLALTN AVCNM RESULT. ` Ex of _ � -4 CITY - 7 ruin�'+c"mm FAX 1302 ;or. PROJECTSHEET __ , No. 06 OF38 Lt V J Tor x' I -S-cf- I`IXTU f f"IA T 11�crr D�I#.I LS • 26'-•tom".10 F IN lsrl q��p E THI� �-I 4o1�-T I tJ� 1GTJ r-i�.riW I a►.) ..�v I�IG'T I oIJ t3o� �G E ss� 1 til roL.l< WITH WP �� Hr++1pHar_ r �' e-o-emIa- (-TYr Imo- rc)z- 2> LAMA-115- sly W ML&r 1-51M o,- fbLos I TI 4 r j I x�JTH 11F- a } r paLG 23,.2 ,�,zL 32,_sNa 14 I,.�c 43 ' 4)'per' P I�- — Nc�11� Ipr- v Pe;Le-s Z,7, -3� 4 t I , I- I o or- pols , -Ir,Iia Tor �„ �m�lo• ��u-� � g�P11• PSG I�tJ�I 15�Gb Is..l I'T� �I-I°� I=1>cT� — `34- FItJlst� la�Pl 2 IQ U IJE pLJ LL.Hor•1 ST�.L Yrr(IoI j ►�-I/ Zw T�Ie f = 94P ctj c-Ctiliv�f- To � I 2b�ro'' 'To FlfJ 1bH Ir.l'TE.•�rl► -f ('oL.� A ' e "�agvl�� 25 1-1rs� -T do I�L� f;04 IST Tc� MP�1�t-f 'Tq' r I I� '� � ( IM rs4L Ioo-L tel.-& Zv) W ITHo1 j 'T 94-lapt� /i U) ISI I T 4 -tE,IJ O J Tor tow wep. N FAQ *4pc;,, cA=w TRpc-"Tofz I t4sr,,-L� F uc-rure- r-1- I aL-r.� CA-_�rT HA-44D HoLe., wa q soul lt=q W , L,U4 h1.l��o�t (�oL15 Td� `�►�+� A p�oL1 coves 'low �J�{�c�c. �o l.Ts I" r� 3V''x�}'' C')� �� I I '' hotrT �►��IE< 2 IQ 1.1 O rl eAj L-�-rIpiL#J *."rm -L - 4vjTL T ao?c, IGl �,� � �-�-��T W I-TH W _T1041 IJ 2' 'rzl�.I � -- hrT T� Mr - -+ Z7'' s�Ua 6�5tz opo,cl� �► C��1� i�� FI xT��-�. Tr1'�- '�`' I T�il�i 2s. oL1LY, rc�TE , � _ f I'�+'rP1= • 9V v� � cvljcl_I f7s -i'a oL�•I••i.,wT I I �.�', I __ 0�►-�1��1 ho,� 'P-' c�: Id SIF-I�- �� x��t�Jl.� 1— �-- - - -� _ ��� 1ioi� 'Ib' fad P - _ • za -m f-ij 4"q I I T N �I IJ►s a�Pb� q -UI.Zf -o' Totllsrl �h - l � c�l, 'T 1-r'T' c,f co+Jr.�J�-fges5�` " I I. F,O�orl moj�p--fIorl .?-TlaN.) —III IL I•;, I•e+ —= 0 L gv 16 p� L., '2 f'"1 .� p�"T�� l-- 12+G1 • . . . � j,'9� .:I',� � � — — - c,P,raG • 5 v r-�R-"iI�r+-LY "� l ' N -p I .� Izjl oN Grp c9,54=Fw-I CcmrlmX004 aulLT r I aTy DESCRIPTION OF REVISION DATE • +......:,... __ ��� —'-' ;'i� -III APPROYiD CITY OF RANCHO CUCAMONGA ►,l o Sc-A Lr,- u+'' RANCHO CUCAMONGA ADULT SPORTS PARK oPl^ EXPANDED PARKING LOT Wil,�7F i�,�-L ff l, Js APPROVED BY: - DATE - pF ESSfp THESE RECORD DRAWINGS (AS-BUILT DRAWINGS) OQ� hqe CITY ENGIN R.C.E. No. 'HAVE BEEN PREPARED BASED ON INFORMATION � 1����� M� y6, DOW RYCOIORND)� SUBMITTED, IN, PART, BY OTHERS. WHILE THIS„ INFORMATION IS BELIEVED TO BE RELIABLE, MPE M/P ENGINEERS, INC. HAS NOT VERIFIED THIS 4 NO 340 ` DRUM INFORMATION AND IS NOT RESPONSIBLE FOR ITSMP ENfiIIY=!)RS,IlIG. ACCURACY OR ADEQUACY, NOR FOR ANY t:ECTRICAL E �p 4 pg 5 " 7-. ERRORS OR OMISSIONS WHICH MAY HAVE BEENCHI=UEO���� Geis wear Cowwa+wc�AVEMM CA Z DR&TIIia No. OF ANIL INCORPORATED INTO THESE DOCUMENTS AS A f =RfON.CA� 1502 RESULT. .� I - 3o CITY �,u�eeo ao.. rnx m. Naaws PROJECT SHEET No. -OF '� C I WATTAGE I R I I C I WATTAGE I R 5 EIJ/ 14f- IM 5' �{�A--277140,, >/-S - IJ , W/d I.I D�ZCa�I IJ D PANEL 'LP' �OCATION�DESCRIPTION TG CMI NO A B C NO MIS C T LOCATION/DESCRIPTIONPANEL G LOCATION/DESCRIPTION TG C MI NO A 6 C NO A MISREC T LOCATION/DESCRIPT �M51 M5 I PIIU. 5r�?IAJ ME'T -/MSI rJ 51 lord I�-� rT1-) Ft.l` IP`L'*. MP+►� --•.. LOCATION —_ LOCATION N ' SOURCE 'h15 L- II a 7 Prf-Kaki l.vT l.'FS SOURCE EAL 'P� ' S I I 5WIT� � IN DIGP-"(FSP - I 1 T154F.01� 611Aq?T G IZLUIT =)UTr VOLTS 19.7214Ae 2 z VOLT 2a Ln8 Z 2 SISI•,l. E �Pr lPS (s MM ) H'I`1IM IJF:mM Is 8 v Io ('p +l.lra I,oT Ir?5 3 PHASE,.�.WIRE -" - ( I I I 2 A.I.C.- It,49419P Z 2 A.I.C. 18�400 I D I DE I � !/'o MAIN 6yr5 I I 3° 7 PL.wC� L IvNTs MAIN LUGS 52JL`� _ BUSSING MOUNT 72- 30 � BUSSING � � a �tJ�U�v� F�PsI�•� Irl �. t''Il►.11MUMINGfsMOUNTING REMARKS: P�4A g 0 I 7 F L CCX> I•-I taW-re, UfJ Ef IJ p REMARK I prJU. SEG'TIai.J �P �I`�G s T� f'-1 P>dr?C.�►� aF O Imo) ,L O - ��� o U.L. Z I I Tri.. FTI l,1la a W►JU M f'- L IGi- ry ��.I i J F---1 I o� �T T►-I I S 811 5�•+r�s F�� Uu 7 I� I'�Iw; I„p-1 I.TS I l o o I 5 f-}z.�i I . ?65t lb(tzPUg� 2 5 Z 2 G/13 coMP�l►JP�(lo►J F�,� U�1�15 7 1 7 Flip Uc•l•1TS E* - I _ 2 I aol I �•5'f -(o U 7 I.ITT z u Nt I�r.1- i p►�—li- 7 F�cavt� L4&H-s I I I U' lot 5 I 154032 1 0 14 a I I I 104,0 r.'D RMTA 2- IP��. I PpIP� sstG- F K.�t•� IL �,1%1 M ler_ NJLE �2 U 1207 U N C 4 11414I-v^ 3 4 _TOTA L = G F Q 8" Jv 0 12o�Zav�V `� Pr-+J E Lr' P P' TOTAL LOAD= Ills 7(rD WATTS AT 2Z_/�V,30 4W = =AMPS TOTAL LOAD= Z� a WATTS AT �lQ�V 30 4W = 70•40 AMPS HIGH PHASE: 7vw10 WATTS AT2?? V,IQ = AMPS HIGH PHASE: q =! "? WATTS T L_V�IQ =!KTAMPS s93 Ir�3 To UK� cooLjQ0 1fJ �I�em DF+►J4 _ PANEL ' Pry LOCATION DESCRIPTION T C MI CI WATTAGE I / , CI WATTAGEClR o� W T A' SI'L isp conn l �c.•�10►J 'I 1 o NO A C NO MIS AEC T LOCATION/DESCRIPTION PANEL I'� LOCATION DESCRIPTION TG CMI MI f'1 7(z♦`'J`��F{"1 Gl IJ b / LOCATION Ms / � NO A B C NO � S C T LOCATION�DESCRIPT SOURCE-121'"' ip�I k1�1 I� - 5 I I � I �� _ LOCATION� Rv,- I � I o I � 0100 rWIASOURCE I'�' I T PKC- ? VOLTS I'Lo/zo� O 2 0 lobo VOLTS -12ofZoa I 2 a t � PHA S E, 4..._WIRE I �'`� p 3 PHA S E,�WIRE �� - ( I d I I E-f5•( -p�.p'I L _ - A.I.C. -�� Zoit MA I N w O l�L 57110 A.I.C.1>3.00o I I J `� r�� I 5o I n o MA I N `'kms 4Ylb o W w W BUSSING ZZ��°' I I �- ICA o BUSSING �' � I MOUNTING 2 I w REMARKS: �� -� I12 I ' I o o MOUNTING REMARKSt I o I d i I 10 40 I 20 I 2 to 0 ME � 1 I T1_ I s 1-I� TI►�-� X W 9�8caok.� xl .?� i l l"1 ,75�I� �3 - I I o I r M`J+.. I o � 7, 411.0 IJ t I o - 9 o LTJ 31• I "roily► 211 � 10 C 2 a I I� PSL 'P I �} x ' I - 50 a 311 1 ��_ ` PPLIG.1. 'Pt�I I a I� I 139 P�.Ic..L 'IR I ff L7 L M�I<I IIJ� �-"( �� IssR I Es FL 00-TED �F_.i Ica Pre�I IJ C-N r-A-JTIOW 5�as. RST�.D 15�T" P� NMr. NF1-jIq.! 110 2-Z. 4 g ' 70TA L = �� B 420 ?�° � TOTAL = ��?�'O TOTAL LOAD= Z6=WATTS AT 120�_MLV13Q,4 W = 7 • V AMPS TOTAL LOAD= 7 WATTS AT �/i IO V?3Q 4 W = 2 I. AMPS HIGH PHASE: 93&� WATTS AT l�Vslo = 7b.1 AMPS HIGH PHASES 0 WATTS AT l2e—jsIQ = 2 �•oAMPS PANEL 'rte r_ `OCATION/DESCRIPTION TG CMI NO AIR WATTAGE I C NORk/B MIS C T LO CAT ION/DESCRIPTION LOCATION M`� EPs per- I o I EA5 PMS- PG� SOURCE WLJ '!'D' T VOLTS -]:!EO 2 0 2 - 510 PHASE, � WIRE I _ o I �+s -"e-FIF1 A.I.C. I.Uds a.IL`f p ,c MAIN I BUSSING MOUNTING I G � JNe rlpp�rna REMARKS t I �°'T '('�IAF b o 2 �P�(I o� 7'�S 1 k Sid�'�?MIIoK- PL`�(1..14�D'I'l�.l.f�'►-IaI�E. G�►}�W FJ-4� GtI-lD I••)I(� I I 77 4 A-JX I L.►--f 5 ACJ a oP To c., uO I' �I� ,r a4 If -CPO Z 2 - - -J - - = - -1- -17 Liasp. Ica F - I 1 v �Irs p L10 b��No /JJ I�hJFL. 'PAI _ • ; '. P� pUI L-T o RJLL SCc•'f Ia•1 / III_11 o' • . . - IJ�►'1�- d�- EnlGl.��P£ ap III _ I DESCRIPTION OF REVISION DATE C" II II I MOVO 3/4 �-t�� '(o s�✓r..G <.,Ico11 N A !°�- "f61. cn �'M 15 � I ltr"Ao -,�I� � �I� P..� Tal� • NxIO' �, , - CITY OF RANCHO CUCAMONGA •-�I31 _ �„ ' II RANCHO CUCAMONGA ADULT SPORTS PARK I r-T � � PA-D S�-r 40 -/�. EXPANDED PARKING LOT E�'jtlila 1 (p �.G.�pl•IpUG'1d� I I*•*�Y� '� � //12L7/?L�$1/ �' "�'I• �� £ I -->>�+-� rl�-r�-I� lT�,�,r. 6 H --rl���- wI-r4 WaPTM+I - SGNF�DI�LE S) IJC, l.� lel �1� C�1 ACS h'1 2 A" f44e Lcp -I-o t'1F0UIJP sH ULr� I s Fes. RECORD DRAWINGS APPROVED BY: I)r►Tg - 4 Q*pE ESS10Nq r p. THESE RECORD DRAWINGS (AS43UILT DRAWINGS) ��� Nin y l F,y CITY ENGIN R.C.E. No. L TOTAL = $ I / l..vY oLj -r y�"=I'-D of HAVE BEEN PREPARED BASED ON INFORMATION `� e�`1 ° �+Z DINGN RECOMMEM SUBMITTED, IN PART, BY OTHERS. WHILE THIS TOTAL LOAD- 26 WATTS AT.L��ZO V.34 4W = 70•� AMPS INFORMATION IS BELIEVED TO BE RELIABLE, MPE7340 HIGH PHASES a M/P ENGINEERS INC. HAS NOT VERIFIED THIS N� _�C'� WATTS AT L_V�IQ = AMPS to INFORMATION AND IS NOT RESPONSIBLE FOR ITS M D�� t- INC. . arta 5 0� 5 ACCURACY • OR ADEQUACY, NOR FOR ANY ELEC MPE W ERRORS OR OMISSIONS WHICH MAY HAVE BEEN qrE OF CAI�FCI�CM DR!►wIIf(i No. INCORPORATED INTO THESE DOCUMENTS AS A "211 wear'COMWMWTAM r VSWJC CITY IUN,c,►aux► RESULT. rULLER I _ �- (714)680-3044 rnz a ewara I502 i I , ' PROJECT SHEET No. S7 OF SAW Ml CORS: iRiRMl, CA !fR 24 Et�G VPtcc'M Le 13-S .�-r+.x-a-a.-i"�'=.-i� .a._-->zYa' _.. ._ �, ..___4 .,._,:<.:s £: _:4= - 'ffi i s - T... i '•d[-'�' .. C • i • I x j • a . i 1 ; t 1 i r 1 • I t + 1 . t _ I,for sono 0s"rW#,i*_a I»BM't1�t. t 4n f I 1 LL LV Q It T#w a+ir�-t&vv boot,W,3te'"W O'to'!r e+%w ow oho to a #Oki '> I:-ft Sh"" on th It 0 ZR M .4►tAOF or"W" Nft'f�lhle from one ea Ri,�rr of i#* W"*"�rt� Tr�r� l;tea ; A r 4•�t �rn PRMUM 1 ii,pm `— - fMrw T►sve+s•*J _._ _ _ ____ 4601 W. W Arthur btv , Santa Ana. 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Wft4444 ttA+rt n*t `• r ! 1 C*nfft�&0460 A 4b 1•F" AWANOIf fl MKT. OF fNTEhrT TO START CQRtSTt�J(r- L o TiON IS RFOUIREE) FROM 114E CONTRACTCM TO THE UNC>FR Z' OW)UND UIVI;ION OF TW SOUTNEFIN CAI tFUINNA. f6 DI CO1 E s_ � PHONE: 4��F:r `r ��� . >� ice% �1: 7 - 6 2 2 4 � sr.At it /in . 0. . PT• Ar_zot�� NU�`� day; C,�'f ot" RnficNU C C/�,►�, N( r-o0 NIk-t ,. WO RCROMM 511MICE Atm c# xOP LLh.A Tq 0. M rl/ IP,.ir* piC?t.jf fi N' `:>a1M1 )s TFa � OD Ste:''G N. T-6400-422-41 as 1 A i l+_J 1 V CS-1 r•; t ► 2i 1LM DA'A rf!hYlh$v _ © \ W�; CcapUSA'SC 3' 11 J P E k r C}tt`i r 1 # i H lA#tS A4 .a I= ItVA � WAO FW UrKterproLatK1 IOCBt,slg , _ - axtr.t p ` t Working Days Wore You big � ` F � ts�, s W y f;Art';Nar voLTA+ O" N V.MA NJS (p - i ` MGltt R;'Lc D V 1 t k.•.Nr•. +c« •►w+to OtCal� ! s sc"mVe'm c -g• .,CE �f of v s 00 ol¢c.l s.>! to 6A r, t'"Wt F '