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HomeMy WebLinkAbout1750 C y 0 A \ C 0 C ,\-. CAV 0 \ GA C V C C FOOTHILL BLVD. (ROUTE 66) ED I N1 SITE w XDANS 0 > --,V�7 /< 0 CIVIC Z CENTER DR AS A � G� Q ARROW ROUTE w z U-1 > Q 3 S.C.R.R.A. CK ; GENERAL NOTES z z cn w U-1 w f >_ Y = 9. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS 18.WORK SITE INCLUDING THE STREET SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD- 0 Lij 11111111 Q � � 1 . ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS OTHERWISE NOTED. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON 6th STREET w' CONSTRUCTION (GREEN BOOK), 1994 EDITION AND INCLUDING THE 1995 POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN REQUEST OF THE INSPECTOR. N.T.S. SUPPLEMENT.) AND ALSO AS AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE SPECIFICATIONS. IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN 19.CONTRACTOR SHALL POSSESS A 'CLASS A' LICENSE (GENERAL ENGINEERING VICINITY MAP PLACE AS REQUIRED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. CONTRACTOR), OR A COMBINATION OF SPECIALTY CLASS 'C' LICENSES SUFFICIENT TO 2. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE CONSIDERED COVER ALL THE WORK TO BE PERFORMED BY THE CONTRACTORS LICENSE LAW A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME OF 110-PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ) AND RULES CONSTRUCTION . CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATED ALL LINES AFFECTING THE PROJECT AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING AWARDED. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UTILITY LINES AFFECTING THIS WORK. 20.WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, SHALL BE IN ACCORDANCE WITH L.A.C.F.C.D. STD. NO. 2-D 173.1 TO 3, UNLESS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 11 .ALL P.C.C. REMOVALS SHALL BE SAWCUT. OTHERWISE INDICATED. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 12.WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLES, JUNCTION 21 .THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-227-2600 AND ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION CHAMBER AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE THE FOLLOWING UTILITIES TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION OR AT ANY WITHIN THE CITY OF RANCHO CUCAMONGA RIGHT-O F-WAY. CONTRACTOR TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. TIME REGARDING ANY PROBLEMS: AFTER SAID TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTORS 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE AT LEAST 48 HOURS EXPENSE. SOUTHERN CALIFORNIA EDISON (909) 357-6585 PRIOR TO THE START OF ANY CONSTRUCTION FOR SCHEDULING CONSTRUCTION SOUTHERN CALIFORNIA GAS CO. (909) 845-0709 STAKING. 13. MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW SU13GRADE AND BROUGHT GENERAL TELEPHONE (800) 227-2600 (909) 469-6347 TO FINAL GRADE UPON COMPLETION OF STREET PAVING. FINAL FRAME SEATING SHALL CUCAMONGA CO. WATER DISTRICT (909) 483-7440 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN BE 1/8 INCH BELOW ASPHALT SURFACE. GST TELECOM (909) 419-8815 ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS GTE NETWORK (909) 469-6327 TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E .) It MANUAL OF TRAFFIC 14. REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION REPORT PREPARED THE GAS COMPANY (909) 335-7715 CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK", LATEST EDITION , AND THE BY RMA GROUP (909) 989-1751 ON FILE IN THE OFFICE OF THE CITY ENGINEER (SEE CHARTER COMMUNICATIONS (909) 688-9012 SPECIAL PROVISIONS. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED GENERAL NOTE NO. 8) MCI WORLDCOM (972) 656-5474 WITHOUT APPROVAL OF THE ENGINEER. INLAND EMPIRE UTILITY AGENCY (909) 357-0241 15.THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST BLOCKS THAT USA DIG (800) 422-4133 7. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE CONTRACTOR INTERFERE WITH CONSTRUCTION AND REPLACE SAME PER CUCAMONGA COUNTY WATER SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH DISTRICT STANDARDS. 22. FOR INSPECTION AND SURVEY WORK FOR THIS PROJECT THE CONTRACTOR SHALL SHORING DOES NOT CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740, EXT. 4010, TWO WORKING ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION O F 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE DAYS PRIOR TO THE START OF ANY WORK. INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK REQUIRED 23.THE CONTRACTOR WILL NOTIFY THE SAN 13ERNARDINO SHERIFFS DEPARTMENT, THE BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES FOOTHILL FIRE DISTRICT AND ANY AFFECTED SCHOOL DISTRICT, POST OFFICE, TRASH OR 8. THE GEOTECHNICAL INVESTIGATION REPORT BY RMA GROUP 12-18-00 ARE MADE SHALL BE CONSIDERED AS INCLUDED IN THE ITEMS OF WORK. DISPOSAL FORCES, 72 HOURS PRIOR TO CONSTRUCTION TO INDICATE ANY DETOURS AVAILABLE FOR THE CONTRACTOR FOR SUCH USE AS HE MAY CHOOSE TO MAKE OF AND/OR ROAD CLOSURES. THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO 17.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY GUARANTEE EITHER EXPRESSED OR IMPLIED, THAT SUCH REPORT REPRESENT A FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. TRUE AND COMPLETE CROSS SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE PERFORMING THE EXCAVATION AND EARTHWORK ON THIS PROJECT. (SEE GENERAL CITY ENGINEER FOR APPROVAL. NOTE NO. 14) PROJECT SHEET INDEX DESCRIPTION OF REVISION DATE CITY SITE ELECTRICAL PLANS APPROVED: 1 TITLE SHEET 6 IRRIGATION PLAN PREPARED BY S & K ENGINEERING CITY OF RANCHO CUCAMONGA 2 GRADING PLAN 7 IRRIGATION DETAILS 3 HORIZONTAL CONTROL PLAN 8 IRRIGATION/CONSTRUCTION DETAILS 12 ELECTRICAL TITLE SHEET Title Sheet 4 EROSION CONTROL PLAN 9 PLAN TIN G/ROCKSCAPE PLAN 13 ELECTRICAL PLAN 5 CONSTRUCTION REMOVALS AND STRIPING 10 PLANTING DETAILS 14 ELECTRICAL DETAILS Civic Center East Parking Lot Expansion 11 PLANTING DETAILS 15 ELECTRICAL SCHEDULES E , APPROVED BY: !% DATE: Underground `r, f `' , CITY ENGINEER RCE: 24953 Service Alert ' DESIGN PLAN PREPARED BY: RECOMMENDED fo' Call: TOLL FREE MEP CITY O�� oa RANCHO CUCAMONGA t .`•'� rte._ .:_._ CENTER DIRIVE DRAWNRANCHO CUCAMONGA,CA 917M SHEET 1-800-422-4133 MEP 1 of 15 TWO WORKING DAYS BEFORE YOU DIG CHECKED R.C.E.NO DRAWING NO. DATE FILE NO 1750 Tubular Steel Fence 10.00, BENCHMARK ELEV: 1160.201 Tubular Steel Fence - --- 2. UTILITY NOTIFICATION LIST No. 10030 FD. 1"ROUND HEAD BOLT IN CONIC. CURB STAMPED 1180.00 __property Une "SBCO BM 01104"AT NORTHEAST CORNER OF ARROW ROUTE 1184.00 �- _y 1188.00 - 2.OQ '� AND HAVEN AVENUE, 1 FT. EAST OF BEGINNING OF CURB RETURN. 1178.00 - - -= - __.. - OUNTY WA R I TRI T �_ _ _ 1186.00 �. . - � TE D S C DO CUCAMONGA C ATTENTION: MAURICIO GUARDA 1182.00 - 1176.00 --- P.O. BIN 638 TELEPHONE: (909) 987-2591 1184.00 RANCHO CUCAMONGA, CA. 91730-0638 1180.00 1174.00 r 0.00 20.00 _ _. 2.00/6 __ SOUTHERN CALIFORNIA EDISON ATTENTION: JEFF SCHILES 0.00 20.00 40.00 60.00 80.00 100.00 0.00 20.00 40.00 60.00 80.00 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 GENERAL GRADING NOTES SECTION C-C SECTION E-E FONTANA, CA. 92336 SECTION A-A SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: DAVID PADILLIA 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF Tubular Steel Fence P.O. BOX 97 TELEPHONE: (909) 394-3835 RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND APPENDIX CHAPTER 33 OF THE 1998 CALIFORNIA BUILDING CODE UNIFORM BUILDING CODE). 1184.00 10.00 _,_ - SAN DIMAS, CA. 91773 ) ?.0�6CJ(p/6 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING 1182.00 _ _ < .. _ , . .._l _��_,� _ _ VERIZON ATTENTION: JERRY FAUBEL EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS 1400 EAST PHILLIPS BOULEVARD TELEPHONE: (909) 469-6347 SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 1180.00 __. __ _1 POMONA, CA. 91766 1184.00 1178.00 : ..- .� _ _-.__ V _ _ _; µ y METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI 3. AFTER REMOVAL OF DEBRIS, EXISTING FILL OR DISTURBED NATURAL SOILS - - - _ - - - 1182.00 TELEPHONE 0 392-2419 SHALL BE EXCAVATED TO THE SATSIFACTION OF THE SOILS ENGINEER. 1176.00 ( ) a OF SOUTHERN CALIFORNIA 9 9 P.O. BOX 54152 TERM. ANNEX 4. THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY ADDITIONAL . LOS ANGELES, CA. 90054 OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 0.00 20.00 40.00 INLAND EMPIRE UTILITY AGENCY ATTENTION: LARRY MILLER RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT. SECTION B-B SECTION D-D P.O. BOX 697 TELEPHONE: (909) 357-0241 RANCHO CUCAMONGA, CA. 91729 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 909 OF THE CITY OF RANCHO CUCAMONGA ATTENTION: JOHN GONZALEZ MAXIMUM DENSITY, AS DETERMINED BY APPENDIX SECTION 3305 OF THE 1998 CITY YARD TELEPHONE: (909) 477-2730 (x4119) CALIFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE) OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY THE METHODS SPECIFIED BY THE SOILS ENGINEER. 6. IF ANY UNFORSEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND CITY INSPECTOR BEFORE PROCEEDING FURTHER. 7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, - ��_� �i C ! �,` �-- SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS 11 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH 3 , , THE CITY OF CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER Q�4e` THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 1p- ,�$' 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING i GRADING INSPECTOR 24 HOURS PRIOR TO START OR WORK. `b n $ �` , \ ,� %l( 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF IF WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE 1998 CALIFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE). - L �,� I'd� �"' PER ZI+48.89 I I rp j ��` �� •v 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PRO , `, COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING � UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS WATER LINES ELECTRICAL �L � � �Le N � ���� - ---- GAS AND LANDSCAPE IRRIGATION LINES. 18:1. , 3;91 t - s A • ALL y v ��'o l0'Qitt; �° 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY f 22 11 DIVISION PRIOR TO FINAL BUILDING INSPECTION. til 13. AN AS-GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO �` ` 1184.46 - xNv � , ����' BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND 10 �� 2 AND PRIOR TO FINAL GRADING INSPECTION. e .o ------ w \�' 1183.98 118tl. rs 8 L t`� 11 ' ',� _ gyp' �� j L` 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE - OIx �Le. *�� 4 ; '� ` -- 118331 % e^ L �,���, ��>0 s[ PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. e�' L 15. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE 1182.80 ` $ 1182.19 BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD. v _ .__ �P>, ��>, 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.59 WILL BE WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION t tem« �'- lip, SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. -- C� w��� ✓ �'� y : ��`� `` 'z9tt $ '�e,�� 17. ALL WALLS OVER 3 FT. IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. 18 ISSUED BY ENGINEERING DIVISION. OF WAY REQUIRES SEPARATE PERMITS AND INSPECTION � K � ALL WORK WITHIN PUBLIC RIGHTS ,k / 1911 _ o 116'1 2e tic m v 19. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HR. IN '7 Qj j a� ''ems o •� �1 1181 d9 ^ ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT EACH PROPOSED IMPORT e SHALL BE SAMPLED, TESTED, AND APPROVEDPRIORTO DELIVERY OF SOILS FOR USE ON THE s 8 , i' G' SITE. 20. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY S �a,� CONFORMS TO SOILS REPORT NO. 00-287-01 DATED DEC. 18, 2000 PREPARED BY. RMA GROUP G 1. -fi g CJ �tC'� 1181.47 L� � •`�'OBtt / - e t _ ` See Ramp - �, .os egg, t tt ,1 118080 t \ , 1f 1�,�678057 Detail at right $$ 1180 34 a 1177.36 BW #��• r V$ o ��►� 12 / wow t 8 ' V 691 �' 6�B C. CIVIC CENTER PARKING LOT Lcj1�'�N VOLUME TABLE: UNADJUSTED rlort✓: �I:cT>z-xr -,D tit a�Tca� R m O r I I,S-n ►v4 Iz A 0 t k CUT 3,127 CY ` A. I -�' '+I 117 DESCRIPTION OF REVISION DATE CITY FILL 1 ,279 CY aw APPROVED: NET 1 ,848 CY (CUT) CITY C OF RANCHO CUCAMONGA M Grading Plan Ramp Detail 7 Civic Center East Parking Lot Expansion Uel tl RpF E S S 0 APPROVED BY: DATE: ;' Underground Q ti ' �� � - 2 .4 0 J. 9� CITY ENGINEER-y% Service Alert �"V� � �•t� � � �� O,� �' RCE: 24953 � \� ti� �� DESIGN PLAN PREPARED BY: RECOMMENDED co Cali: TOLL FREE - No. 24953 Z 1-800-422-4133 MEP CITY OF RANCHO CUCAMONGA Exp 12-31-01 10500 CIVIC CENTER DRIVE {( * ORAI�IRJ RANCHO CUCAMONGA.CA 91730 SHEET TWO WORKING DAYS BEFORE YOU DIG s�qr� CIV1\- `P MEP 2 of 15 OF Cp,01 - CHECKED R.C.E.NO DRAWING NO. NO'S DATE FILE NO 1750 BENCHMARK ELEV: 1160.201 No. 10030 FD. 1"ROUND HEAD BOLT IN CONIC. CURB STAMPED 'SBCO BM 01 104"AT NORTHEAST CORNER OF ARROW ROUTE AND HAVEN AVENUE, 1 FT. EAST OF BEGINNING OF CURB RETURN. I � CUA l 10 rC65� i 1 i 1 18.49' 288.00' C64 $ i 24.73' o ii `1 i 30.00 C33 C51 `so' \`� C 6 3 4. i C14 ,� A cls °a / c34 PT = 1+48-89 i o 'ssp� C5 I , 1f1C16 4o2 o � ! 6 s p, C52sPCC R=100. 0p, � L=28.21' S ?o 16,50' da p� -- C57 47 La La �'�S, �. Op°� X10 °A C66 $ p C53 I � .oc 104-00-, 036+I,v 6,� 13 'S 41' 54 1$ / R=100.00' 6.87' // C29 ti�ti L=52.94' C1, ,�� ~ C28 0° °° C5 22. 44C59 6 6p� / 6 �v `L�27 C20 9 1 o CURVE DATA Sp500 (tYP) � CURVE RADIUS LENGTH DELTA Cc�`,L \`1ti11 `9 So- Sso- r 46 y C1 13.00 16.43 72°25'57' �c�`,Q \ � o C21 h4 �rpp 49 10 / C2 13.00 18.28 80°32'31" '2 \\\ 71° ,� � ° g52" s��- % C13 5.16 6.99 77°35'34' Ox �\\ $ o �'' �38� /hh C22 °' � \ C4 4 C14 24.05 38.82 92°29'26' C)- C15 �\ �� °° �. ! �C42 C48 °0 C15 10.02 22.34 127°47'43" Q�' 1658, C26 C41 C16 2.50 4.23 96°53'24" 4A C17 2.50 5.27 120°44'07" A ,�o� ti �,� J/ C18 10.44 5.88 32°17'23' J� \` X546' , C19 2.50 3.54 81004'42' �' \ 6 C25 �QD s?� �s �S� , C43 C20 87.00 40.76 26 50'25' \�� w f11 C61 C21 2.50 3.93 90°05'54' C23 oC� ��a� ! \ , C22 2.50 3.93 90°00'00" • /� ` `SS 1 °p 1� / C44 , C23 2.50 3.93 90°00'00' C24 4.80 8.99 107"13'26" C25 23.58 24.57 59°41'54` �� �\ C24 C26 2.50 3.92 89°54'31' �'� \\\ C37 �� 6' \ C27 2.50 3.94 90°21'20' o° �s C28 5.00 9.08 104°01'32" ,�� 41, C29 2.50 4.00 91'35'34' \ o C3fi 10 C39 C30 2.50 3.93 90°00'00" C38 C31 2.50 3.91 89°43'20" �� ♦ h`5 C32 113.00 27.11 13°44'52" \�� iso C40 mop, C33 2.50 6.23 142°43'23" C34 10.00 23.10 132°20'24" 104°-57�\ 5- \ '55'^ C35 2.50 3.93 90°00'00" C36 2.50 3.27 75°02'05" \\' C37 2.50 3.93 90°00'00' C38 24.00 10.80 25°46'20" �� C62 C39 2.50 3.93 90°00'00' C40 24.00 31.63 75°31'21" \ `•,\� C41 2.50 3.93 90°00100" C42 2.50 3.93 90°00'00" C43 24.00 33.77 80°37'52" 104°5755" C44 2.50 4.34 99°22'08" �\ C45 2.50 3.93 90°00'00" V C46 2.50 3.93 90°00'00" \\ C47 27.45 6.29 13°07'49" C48 24.00 27.71 66°09'13" \ O C49 2.50 4.34 99°22'08" \ ° C50 2.50 3.93 90°00'00" C51 2.50 2.78 63°46'38" C52 24.00 48.68 116°13'22" \\ C53 2.50 3.93 90°00'00" C56 5.00 9.26 106°09'48" \ C57 2.50 3.93 90°00'00" CITY C58 5.00 7.35 84°15'39" Note: DESCRIPTION OF REVISION DATE APPROVED: C59 2.50 3.93 90°00100" Unless otherwise noted, parking lot angles are 90 00'00" C60 2.50 2.65 60047'15" CITY OF RANCHO CUCAMONGA C61 2.50 2.69 61°41'50" C62 10.00 13.10 75°02'05" Horizontal Control Plan C63 20.00 2.22 6°22'21" C64 20.00 2.22 6°22'21" C65 5.00 7.85 90°00100" OxAh' C66 132.00 49.50 1 21-29'06" MCivic Center East Parking Lot Expansion PR Underground 41 CITY ENGINEER RCE: 24953 pF ESS/oAPPROVED BY: ; DATE: v 6 PM J Service Alert ��� ��\ . a�t�`�� DESIGN PLAN PREPARED BY RECOMMENDED Call: TOLL FREE No. 24953 m LAD.!--7 CITY OF RANCHO CUCAMONGA C 1-800-422-4133 Exp 12-31-01 m 10500 CIVIC CENTER DRIVE DRAVM RANCHO CUCAMONGA,CA 91730 SHEET TWO WORKING DAYS BEFORE YOU DIG sr�rF ' OF FcA�`F \� cHECKEDMEP R.C.E.NO DRAwnNc NO. 15 VCS DATE FILE NO 1750 1 / I I I°0 I / I I II I I II PT= 1+48.89 Pcc 1+20-68 � 1 ° AO ❑ OxO, / ❑ IV EROSION CONTROL NOTES: GRAVEL BAG SEDIMENT BARRIER sx�✓Gs�i / / IN A FEMERGENCY, 1 . GRAVEL BAG SEDIMENT BARRIER WILL BE INSTALLED TO RETAIN 0�� / / / / CASE 0 NOTIFY SEDIMENT ON—SITE BY RETARDEING AND FILTERING STORM RUNOFF. (CONTRACTORS NAME) 2. GRAVEL BAGS SHALL NOT BE STACKED MORE THAN THREE HIGH o�w / WITHOUT INCREASING THE BASE WIDTH AND IN A FASHION TO xoo / "THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE RESIST THE FORCE OF THE FLOWING WATER, SIDE BY SIDE, IN G' EROSION CONTROL WORK AND CERTIFY THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS." AN INTERLOCKING PATTERN FIRMLY ABUTTING ADJACENT BAGS. ,�x�`p`��'� 3. GRAVEL 3/4" (MINIMUM) WITH LESS THAN 5% FINES SHALL BE USED TO FILL THE GRAVEL BAGS \\ / "A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. / NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND A / STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE / RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN �oo� �� ❑ / IS IMMINENT". "DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT A �\ THE APPROVAL OF THE GRADING INSPECTOR." PLAN ° ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF WORKING DAY WHEN THE 5—DAY INSTALL DOUBLE ROW OF RAIN PROBABILITY FORECAST EXCEEDS 40%." SAND BAGS, STACKED TWO HIGH. "AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS INSTALLSANDBAGS ALONG AND THE BASINS PUMPED DRY." DO NOT PUMP SILT AND SUBGRADE OR FINISH SURFACE INSTALL SANDBAGS ALONG DEBRIS ONTO THE PUBLIC R/W AREA. AS ORDER OF WORK DICTATES. PROJECT PERIMETER PER DETAIL PROJECT PERIMETER PER DETAIL SECTION A— A �`� "FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY \ FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH DOUBLE HEIGHT GRAVEL BAG SEDIMENT BARRIER DETAIL NOT TO SCALE '\ o INSTALL SANDBAGS AROUND DRAINAGE INLET DUST CONTROL MEASURES O moo, SPRINKLE THE SITE WITH WATER PRIOR TO START OF GRADING. CONTRACTOR SHALL MAINTAIN DUST CONTROL DURING CONSTRUCTION BY MEANS OF WATER TRUCK WHEN NECESSARY AND WHEN HIGH WINDS ARE FORECASTED. CONTRACTOR SHALL MAINTAIN A CONSTRUCTION FIRE HYDRANT METER ON SITE AT ALL TIMES FOR THIS PURPOSE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DUST CONTROL DURING CONSTRUCTION OPERATIONS AND AFTER HOURS INCLUDING DESCRIPTION OF REVISION DATE CITY WEEKENDS AND HOLIDAYS, AS NECESSARY. APPROVEDcb . C CITY OF RANCHO CUCAMONGA II Erosion Control Plan Z Civic Center Parking Lot Expansion QROFESS1O4, n �o F'm J. O 9� APPROVED BY: DATE: < < U� CITY ENGINEER RCE: 24953 h s' No. 24953 m DESIGN PLAN PREPARED BY. RECOMMENDED Cf Exp 12-31-01 MEP CITY OF RANCHO CUCAMONGA wlisl * 10500 CIVIC CENTER DRIVE c i v i` �P DRAWN RANCHO CUCAMONGA.CA 91730 SHEET �rF OF cp,\.\FO, MEP 4 OF 15 CHECKED R.0 E NO DRAWING NO WCS DATE FILE NO 1750 SEE DETAIL BELOW FOR CURB LIMITS AND STRIPING DETAIL 7 BENCHMARK ELEV: 1160.201 INSTALL FENCE AT No. 10030 FD 1"ROUND HEAD BOLT IN CONC. CURB STAMPED PROPERTY LINE-SEE 'SBCO BM 01104"AT NORTHEAST CORNER OF ARROW ROUTE DETAIL 5 ON SHEET 8 AND HAVEN AVENUE, 1 FT. EAST OF BEGINNING OF CURB RETURN L aa' z N8 49'36"E l VALV E<xE 20 F; \ \ .00' 4 SEE DETAIL 3 ON 3TRET L HT` 20 ° i y a TRASH ENCLOSURE-SEE / TRASH ENCLOSURE CONTRUCTION NOTES: SHEET 8 FOR NDETAIL HEREON / CONSTRUCTION I I 5 \ f / I 1. 8x4x16 SLUMP BLOCK WALL ALL- SEE DETAIL 1 HEREON OF SIDEWALK I i 17 5.00, I 4 AND AC I 2. 6"THICK HEAVY BROOM FINISH CONCRETE FLOOR I 1 PAVEMENT ( 3. BRICK VENEER, CONNECTIONS PER MANUFACTURER RECOMMENDATION 4 , � 9.00' 0 4 4. 6wx6.. CONCRETE BUMPER CURB S-I.iRE LIOHT I w \ 1 5. 6x6 S4S POST w/ SIMPSON EPB66 (12"LONG)INTO CORNER CELL OF 20 z � ® � 8 � 1 1 CONSTRUCT PCC AROUND 4 9 MASONRY WALL-GROUT SOLID 4 O . CONNECTION I D - � O } - w PT 148.89 R-s ar 0 z / d Z 6. DOUBLE 3x8 GRAB BEAMS EACH WAY-NOTCH 1 EACH WAY- BOLT EACH 1+4 .75 I I °w JOIN Ex snv ® w / ♦ / POST w/2- Y" DIA. MACHINE BOLTS w/WASHERS AND NUTS �orN Ex cuRe 1+ 9'� F °a Uj ♦ ♦ 7. 4x4 TRELLIS MEMBERS - EQUAL SPACE (� 12"o/c- BOLT THRU INTO EACH 1' PCC= 1 ,20 y ® a; ♦ �s / 00, / ♦ / GRAB BEAM w/ Y2"DIA. LAG BOLTS - %"C HAMFER @ ALL ENDS n A ♦ •pp ♦ / 4 ♦ ♦ / 3x3x1875 STEEL POST-WELD CAP AND GRIND SMOOTH. FILL POST W/ A ® -w iy ♦ / ♦ CONCRETE. ATTACH TO WALL w/ Y2" DIA. x 5" LAG BOLTS AND LEAD SHIELDS A ✓p�N� AT 12" .O/C 5 R=4 OGAt ♦ AF* ♦♦ ♦ 1 8. 22 GA. CORRUGATED METAL DECKING w/2"x2"x /aw STEEL ANGLE GATE / -a 5 19 R99FRAME WITH DIAGONAL BRACING. SUBMIT SHOP DRAWINGS � 02 4 0" / 1 / ♦ OWI X F� f / 9. 3-3"x3" HEAVY DUTY STANLEY BUTT HINGES - LD TO POST AND GATE typ. � 4 ♦/ 1-16 /� ♦ PVC CONNECTION190, FRAME STREET LIGHT 20 �F O1�� a ♦ 1 2 10. 1"xY2" BAR STOCK DIAGONAL BRACING +s R=5 OU / 1 // / ♦ 11. 2-Y2" DIA. GALV. STEEL STANLEY#1008 CANE BOLTS (MT. TO OUTSIDE OF 1 / 6' 17 > R=4 ar / o 1 // ♦ GATE) slcN 20 / 9.EaE 0 12. FINISH GRADE Gs 17 / 1��� 1 ♦ ♦/ 1 ♦ 13. CONCRETE SLAB w/DEEPENED FOOTING DROP CANES FO / / � �, «,: / / ♦ ♦ ; \ 14.15. 6" D EP-% TED EL FOR DRAINAGE 1000 ,x1800 4 / ♦ ♦ 16. LOCKING HASP 23 ��, / ' 17. BRICK CAP TO MATCH VENEER PER DETAAL SHOWN p'X \� '" / ?600 / ♦ 4 4 / / b 18. 8X8X16 CONCRETE BLOCK. GROUT CELLS SOLID WHERE STEEL OCCURS. 13.00' 5 / ♦ 11 TYP. ♦ i `; 19. #4 REBAR VERTICAL 24"o/c. ALTERNATE BENDS IN FOOTING / ♦ Neo off, 20. 15"x18"CONTINUOUS CONCRETE FOOTING O � / / ♦ 4 16 /�.ti R=30' �° 18 19 2♦ ♦ ° \ 21. #4 REBAR HORIZONTAL CONTINUOUS Q TOP, MIDDLE AND BOTTOM / 1 / \ 22. #4 REBAR HORIZONTAL CONTINUOUS J\ /SEE SHEE 9 OF 15 FOR �* 4 1 / \ Z , q 23. SIMPSON POST BASE MODEL*EPB-66 G ROCKSCAPE C NSTRUCTI \ �o z / / ♦ / 1 \� j � 4 4 f o � a / 4TYR 0O 14 2 ,Wx • d � 4 � ♦ 1 / O slcN 20 \ 1 ♦ O / 6"PCC CURB ONLY. SEE CONSTRUCTION NOTE AT LEFT ` � ` s sus ♦ � I I I � STREET LIGHT 20 7 v 4 `, ,6 10 __��J �__: 3 ENCLOSURE \ / DOUBLE 4.50'GATES WALL 6 18 �� ♦ o -Q 4 3 1y J o CONSTRUCTION REMOVALS AND STRIPING 5 \ / m 8 6 13 19 NOTES: \, 1 4 12 ` r A 9 7 NSTALL FENCE AT a o 5 2 > o PROPERTY LINE-SEE o 1. CONSTRUCT 6"CURB ONLY (TYPE Al-6) PER CITY STD. PLAN 104 43°830* DETAIL 5 ON SHEET 8 fO '� 2. CONSTRUCT 6" CURB AND 12" GUTTER(TYPE A2-6-W=12-) PER \` \ 8 16 CITY STD. PLAN 104 11 \ 22 CONTROLLER CABINET, BEG CURB ..- 3. CONSTRUCT 0.33'A.C. PAVEMENT OVER 0.33'CLASS 2 E V TIMER,VALVES AND SPRAY AGGREGATE BASE 8 HEADS %I .25' CLR. U 4. CONSTRUCT 4"THICK X 6"WIDE CURB LANDING PER DETAIL N CAP DETAIL 8, SHEET 8 OF 15. ` �' 21 SEE SHEET 6 OF 15 FOP 13 M `" 15 k' \ RELOCATION OF M i 2'25 5. CONSTRUCT 4"THICK PCC SIDEWALK PER CITY STD. PLAN 114BACKFLOW REVENTER o o AND 6. CONSTRUCT PCC DRIVE APPROACH (W=28') PER CITY STD. PLAN , PRESSURE 101-A ASSEMBLY 7. INSTALL 4' TUBULAR STEEL FENCE PER CITY STD. PLAN 608 a 14 AND DETAIL 7, SHEET 8 OF 15. 9x� vot \ 50' iHrERnnnoNu srtieeo�of 7 15 8. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 5 ASE nONALSRLITY M"OLNTED ��,E 107-B, D=10" O� xo�$ 9. INSTALL 10" SCHEDULE 40 PVC DRAINPIPE 9 D 6 10. INSTALL 12"X 18"CATCHBASIN WITH 5"WALLS WITH STEEL TRAFFIC GRATE (BROOKS CB-1218 OR APPROVED � EQUIVALENT) GATE AND STEEL POSTS 20 m 11. INSTALL WHEELSTOP PER DETAIL 6, SHEET 8 OF 15 ® `fop U O 12. CONSTRUCT TRASH ENCLOSURE PER DETAIL HEREON ��C'' °z 1 13. INSTALL ACCESS CONTROL GATE PER MANUFACTURER p51 RECOMMENDATIONS 10x 8 DESCRIPTION OF REVISION DATE CITY APPROVED: 14. APPLY STANDARD PARKING STALL DOUBLE WHITE STRIPING a 5 PER DETAIL 6, SHEET 8 OF 15 ® 15. REMOVE PCC SIDEWALK CITY OF RANCHO CUCAMONGA C.dN�Ruc,T s��"►�th2EL ?etiz c�TY �T-p roCo-�, 16. CONSTRUCT PLANTER DRAIN PER DETAIL 4, SHEET 8 FO 15 REMOVE RIPRAP AND/OR ROCK 17. INSTALL SIGN ON POST PER CITY STANDARD PLAN 401-B AND DETAIL 2, SHEET 8 OF 15 ® - - Construction, Removals and Striping Plan CONSTRUCT PCC SIDEWALK 18. ELECTRIC VEHICLE PARKING SIGN PER CALTRANS STD EVP-1 0 - 19. INSTALL SIGN ON POST PER CITY STANDARD PLAN 401-8 0 CONSTRUCT PCC DRIVEAPPROACH 20. PROTECT IN PLACE b 0 21. RELOCATE . `? CITY g xp 22. TO BE SALVAGED Y Civic Center East Parkin Lot Expansion B l3• LONS-tRuc.T DISABLED DLC>:55 2AMp a CIF'S� 'S-TD fD2 A. REMOVE CONCRETE APPROVED BY: - - DATE: � �U U/ Undemmround '7 ES I TRASH ENCLOSURE F S e B. REMOVE CURB _ a > > QRo �o CITY ENGINEER ,, (�(,ty� - �� RCE 24953 J ti Service Alert END CURB Z w ,J, C. REMOVE ROCKS � o• D. REMOVE STEEL POSTS m ��� �' � FZ DESIGN PLAN PREPARED BY: RECOMMENDED Call: TOLL FREE Cr TRELLIS & ENCLOSURE < E. REMOVE RIP RAP `� MEP CITY OF RANCHO CUCAMONGA O No. 24953 Z �s F. REMOVE STEEL GATE AND POSTS 1-800-422-4133 U 0 m 10500 CIVIC CENTER DRIVE U w Ri DRAWN SHEET CL d Exp 12-31-01 � RANCHO CUCAMONGA,CA 91730 FIE E GATES MEP 5 15 TWO WORKING DAYS BEFORE YOU DIG s � OF r c q IVI � T OF CAt`F CHECKED R.C.E.NO DRAW NG NO. WCS DATE FILE NO 1750 STUB MAIN LINE AND ELECTRICAL FOR FUTURE CONNECTION TO MEDIAN VALVE (SW VALVE) REMOVE AND CAP VALVE FOR EASTERLY PARKWAY (SE VALVE) CONFIRM SERVICE OF NORTHERLY VALVE, IF NON—ACTIVE SALVAGE TO COUNTY IRRIGATION LEGEND SYMBOL MANUF TYPE MODEL GPM RAD. PRECIP. PSI REMARKS 5 4 7 4 / VAN,1/3, H, F VAN, 1/3, H, F / 0 RAIN BIRD BUBBLER 1806-SAM-PRS-5 0.5 1.0 1.5 5' - 30 POP UP 11� RAIN BIRD SPRAY 1812-SAM-PRS-8 0.39, 0.52, 0.79 1.57 8' 1.52 30 POP UP / L� S RAIN BIRD SPRAY 1812-SAM-PRS-10 0.39, 0.52, 0.79 1.57 10' 1.52 30 POP UP 36 M SYMBOL EQUIPMENT 1-1 4 HOSE BIBB - WOODFORD MODEL # 24P, LOOSE KEY W/ BACK FLOW INSTALL 43 GPM PER APWA 505-0 t6 C RAIN BIRD QUICK COUPLER VALVE MODEL N0. 33 DNP 46 GPM XRAIN BIRD EFB-CP-PRS REMOTE CONTROL VALVE-SIZE AS SHOWN �5111647 M \ / M RELOCATE EXISTING WATER METER � \ 1 M m RELOCATE EXISTING PRESSURE REDUCER AND BACKFLOW PREVENTER SET UP © CALSENSE FM-1B FLOW METER CALSENSE ET-1-40 DR W/TP-1, TP-110 W/ANT-1 IRRIGATION CONTROLLER IN STRONG BOX SB-24-SS/T20 VOLT \ / vQ RELOCATE EXISTING PRESSURE REDUCER AND BACKFLOW PREVENTER SET UP I \ \ // NOTE: INSTALL ALL EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS t 50 \ t-1 4 PM 20 43 GPM \ t-1/2 NOTE: 52 P \ / INSTALL ALL PIPES UNDER PAVING IN SLEEVES 54 GPM \ 2 112 TIMES THE SIZE OF THE IRRIGATION PIPE. NOTE: WHERE THE IRRIGATION MAIN LINE IS PLACED IN SLEEVES, A SEPARATE 4" SLEEVE FOR , 47 M CONTROL WIRE SHALL BE PROVIDED. STATION No. rl ,-t 2 r / '!9 \ �<�, NOTE. 4 PM \ \ \ 3 50 G CONTRACTOR SHALL APPLY AND PAY FOR TH / 0 E 2" t t35 GIPM „;,, INSTALLATION OF AN INDIVIDUAL TELEPHONE 1-1/ 1-1/4 1-1/2 / 1 LINE 0 THE NEW CONTROLLER. SIZE ,s 3s M \ \ % NOTE: VALVE 1-1 4 PLAN IS DIAGRAMMATIC. P \ LOCATE ALL EQUIPMENT WITHIN PLANTER AREAS 1-1/4 \ / 47 AND PROPERTY BOUNDARIES 1 GPM / 37 GPM l c \ A) 11 46 M \ 1-1/2” \ / �\ 1-1 2 3 47 PM � A \ PIPING SIZE LEGEND 3/4" 1 / 1 „ 1-1/4 { —� 1 -1 /4 38 M \ s32 GPM 2" L — — — 2 1170 T USE TYPE "K" COPPER PIPE BETWEEN A) // \\ METER AND BACKFLOW PREVENTER / INSTALL BACKFLOW PREVENTER PARALLEL WITH THE STREET / SCREEN WITH SHRUBS WHENEVER POSSIBLE. UNIT SHALL BE INSTALLED WITHIN A STRONG BOX ALUMINUM ENCLOSURE DESCRIPTION OF REVISION DATE CITY APPROVED: POINT OF CONNECTION: CITY OF RANCHO CUCAMONGA RELOCATE EXISTING 2" WATER METER FROM PARCEL TO THE EAST Irrigation Plan \ CONTRACTOR SHALL CONTACT CCWD PRIOR TO RELOCATION TO OBTAIN ANY NECESSARY PERMITS AND INSPECTION SERVICES STATIC PRESSURE 95 PSI* MAXIMUM DEMAND 58 GPM *PER CCWD/CARLOS FIMBRES/ 483-7444/NOVEMBER 2000 Civic Center East Parking Lot Expansion o . QROF ESS/0 ; APPROVED BY: / j DATE: ! —/ a q� CITY ENGINEER fiCLli ! RCE: 24953 Underground DESIGN PLAN PREPARED BY RECOMMENDED Service Alert y 0 No. 24953 m MEP CITY OF RANCHO CUCAMONGA � Call: TOLL FREE d Exp t2-31-01 I� DRAWN 1Q500 CIVIC CENTER DRIVE SHEET CUCAMONGA,CA 91730 1-800-422-4133 sq C' P MEP 6 OF 15 TWO WORKING DAYS BEFORE YOU DIG rF OF CACHECKED R.C.E.NO MAAANG NO Vis DATE FILE NO 1750 ANT/ ANTENNA PW IMY iT J D LOCATED ------ OUTSIDE OF COAXAL CABLE PPEERf CWTy'7 N CAL FAPFrqrlqTAnVL CALAEW CONTROUER MDt*L NO. Poi RAM 42" 2" MIN. 42„ 2" MIN. 9.00' 5.00' WTALL CAL99M— h :- — — DEEP� 'J' tum N/ T10 TP 110 TIP J _, ag CALSERSE NAFNM CITY OF CITY OF �010LTT°�� � GALS MSE n`T RANCHO CUCAMONGA RANCHO CUCAMONGA au11LET TO TRA. PRODIM I ON RoNo N EMPLOYEE PARKING N EMPLOYEE PARKING ONLY TUBULAR STEEL FENCE PW HIES ONLY N N O PARKING LOT SIGN A z SIGN B z ENCLOSURE MOUNT � NOTES: T. If rML OON1ROUO Pet WIL PW= WIRMIRM AND rot LOCAL. O 3 OOOES LOCATION TO K AP'PtCr)%T'D N FELT) BY M CITY � PRIOR M IDWSM<�cTTc><t. 1. FIELD SHALL BE WHITE. 2. OONTRa Tw 111EOtAM 10 OOl 1311'm 10 WE RAMS DESIGN SEQUE4M OF 1100-TE OrMTROL VALVM 2. LETTERS SHALL BE BLACK. & RUN ONE EXTRA Vw (OOLOIe ORA MOE) 10 FARTHEST FW ON EACH wtARM OF 7WMANS.. FOR FFJTIJaE U" MTAL LAW ORAWX AT 1W °OI3. LETTERS SHALL BE 2-2" IN HEIGHT. — _j * COMM( ! T= TO K M/TE AND OWTROL WE TO K = N OMM * NO fPLlM !HALL WE MADE lETWEN 00NTMJf1t AND REMOTE 4. LINES OF TEXT SHALL BE EVENLY SPACED WITHIN THE OONTROL YALV' FIELD WITH A MINIMUM OF 2 " MARGIN FROM EDGES. ANT T ANTENNA PORT 10 RE CCPPffr= TO OIWTAL TRUNK RADIO AND K OPERWX Tn TQM' c3TY YAFM CB M.AL CO P UM PI TO ACr_f'TAI_. 7. ALL RWIIIIWAL DEVlM SHALL. K QWWW PER LOCAL CODE. DETAIL STAND ALONE CONTROLLER NTS SCALE DETAIL CUSTOM SIGNS SCALE 2 DETAIL FENCE LOCATION SECTION STALE 3 S 8" 1/2- 1" DIA. HOLE 1 1/2-- TUBULAR /2"TUBULAR STEEL FENCE PROPERTY LINE ..F) 6" I I E4- 3/8" REBAR I 4' I " O ml s" 18" s" n WHEEL STOP DETAIL #5 REBAR N.T.S. 18" LONG 2" TRIM INTERFERING PORTION OF SHRUBS TYPICAL MODIFIED, W=24" 2 MODIFIED, NO BATTER G PARKING LOT � EXISTING �GROUND 18' SEE DETAIL AT LEFT FOR WHEEL STOP INSTALLATION X 5' x 5' PLANTER O °rO 2' SEE SHEET _ WHERE APPLICABLE PAINT 4" DOUBLE WHITESTRIPES, TYPICAL AT ALL 9" STANDARD STALLS 4" STANDARD PARKING STALL STRIPING N.T.S. DETAIL PLANTER DRAIN DETAILSCALE 4 DETAIL FENCE LOCATION DETAIL SN SLE 5 DETAIL WHEEL STOP/PARKING STALL NTS 6 WELD 0.19" FLAT CAP ON POST 2" X 2" X 0.19" STEEL NOTE: FABRICATE PANELS AS A TOP OF PANEL TO BE FLUSH WITH TUBE TOP RAIL, TYP. UNIT, WELD ND GRIND SMOOTH TOP OF POST. ALL JOINTS. 10011 APPLY ZINC RICH PRIME COAT. AFTER WELDING PANELS TO TUBE POST 0.19" STEEL PROPOSED CURB PROPOSED CURB POSTS, CLEA AND GRIND SMOOTH , TqIUCH UP PRIME S" COAT. 2 COATS SEMI-GLOSS PROPOSED F.S. 4" PROPOSED F.S. DESCRIPTION OF REVISION DATE CITY RUST RESISTANT NAMEL BY 3/4" SO. X .095" STEEL I APPROVED: ELECTROSTATIC S RAY METHOD I TUBE PICKETS, TYP., AFTER ERECTION COLOR TO BE 6' OR WELD TO TOP AND BOTTOM HARTFORD GREEN 3.5' RAILS. CITY OF RANCHO CUCAMONGA �� ✓ 2" X 2" X 0.19" STEEL TUBE BOTTOM RAIL, TYP. IRRIGATION AND CONSTRUCTION DETAILS LH I TOP OF WALL PROPOSED CURB LANDING 4" CLEAR4" CLEAR 3' MIN. 9 P Civic Center East Parkin Lot Expansion TYP. TYP. 8'-1/4" ROFESS�O Underground �� Q J. o �q� APPROVED BY: DATE: w U� o ������ ` �� CITY ENGINEER (,GlA RCE: 24953 Service Alert _ No. 24953m DESIGN PLAN PREPARED BY: RECOMMENDED Call: TOLL FREE Exp 12-31.01 m MEP CITY OF RANCHO CUCAMONGA GJ!�:L _ 1-800-422-4133 10500 CIVIC CENTER DRIVE �/ C1 V 0- �P DRAWN RANCHO CUCAMONGA,CA 91730 SHEET TWO WORKING DAYS BEFORE YOU DIG ATF OF cA� � MEP 7 of 15 DETAIL FENCE DETAIL SCALE 7 DETAIL CURB LANDING SCALE 8 CHECKED R.C.E.NO DRAWING NO. NTS NTS VI?CS DATE FILE NO 1750 HARDSCAPING{SEE NOTE 4) 5 -I I I 1—III -_ —_ — — _- % ROUND PLASTIC VALVE BOX& -I 11 I I-III _ o z< COVER ETCHED"IRRIGATION GATE' 04 Z - J IL< CARSON OR EQUAL — — - I-III I I-III-III- _ l-I I I " I_I I I I_I I I Z zN -I 11 — CLEAN BACKFILL-SEE _ < ih FINISH GRADE w — SPECS. FOR MATERIAL. _ 90%COMPACTION REQUIRED I=I — CLEAN BACKFILL-SEE _ O — z - — SPECS. FOR MATERIAL. - ALL VALVE-1 112"OR SMALLER WITH F- 90% 90% COMPACTION REQUIRED I STAINLESS STEEL HANDLE I-I Z - — NON-PRESSURE LATERAL LINE: SCH. 40 SNAKE PIPE IN N I ASE IVAL�WEDGE-2" "OLPER RNG N _ I I TRENCH I-I I UT PROVIDE 6"MIN. OF SAND I I I I _ FOXY COATED T BEDDING AND SHADDING i r> –III 2 VALVE -III PRESSURE SUPPLY LINE: _ ;o = SCH. 40/CL. 315 SNAKE m I-I III-1 III— PIPE IN TRENCH -III -III 11-i I -III-IIII— CONTROL WIRES-BUNDLE CONTROL WIRE SLEEVE- – SIZE PER PLAN INSTALL AND TAPE AT 15' O.C. AND – — = ADJACENT TO PRESSURE I-I 11 1-I I INSTALL ADJACENT TO -III=I III— SUPPLY LINE _ _ N - - _- PRESSURE SUPPLY LINE ( I 1—I 1 I— 1 1 I I III—III—III- PRESSURE SUPPLY LINE 71 PROVIDE 6" MIN. OF SAND —I _ III III I I I I _ SLEEVE-SIZE TWICE ? F I—I 6"TYP. I I—III (—III- DIAMETER OF PRESSURE o BEDDING AND SHADDING I iD —ISUPPLY LINE I NON-PRESSURE LATERAL LINE SLEEVE-SIZE TWICE NOTES: DIAMETER OF NON-PRESSURE 314'WASHED CRUSHED NOTE: 1.ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE NO AGGREGATE BASE TES 1. PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION. 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. 2. PRESSURE SUPPLY LINE: 2 1l2"AND SMALLER 18"MIN. DEPTH 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW 4.PLACE VALVE BOX AT RIGHT ANGLES LA STRUCTURES OR HARDSCAPING. 3"AND LARGER 24" MIN. DEPTH STD. NO. 120 ( 5.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STRUCTURAL SECTION). 6.ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. DETAIL TYPICAL TRENCHING, STD 532 NTS 1 DETAIL TYPICAL SLEEVING, STD 533 ISSCALE 2 DETAIL VALVE , STD 518 NTSSCALE 3 TO SPRINKLER-ANGLE PIPE TO SPECIFIED DEPTH WITH 45•ELLS RAIN BIRD 33 DNP WITH PURPLE SCH 40 PVC MALE ADAPTOR HI-POP SHRUB HEAD BODY SET TO RUBBER CAP- SUPPLY ONE KEY SCH 80 PVC UNION *SNAP-TITE'WATERPROOF 1!4"ABOVE FINISH GRADE PER 12 ACV'S INCLUDING HOSE rn CONNECTORS OR EQUAL FINISH GRADE SWIVELS. STRUCTURE OR < BRASS OR PVC NIPPLE HARDSCAPING ELECTRIC CONTROL VALVE — — — PLASTIC VALVE BOX _ FINISH GRADE-INSTALL IN t S MARKED'IRRIGATION RCV' I i— _ _ _ _ PLANTER BED ONLY M z (CARSON OR EQUAL) I-III=III=III III=) I I= ETCHED WITH CONTROLLER III—I I—III I I—III—I I M 18" MAXIMUM AND VALVE SEQUENCE a. 711 M I I=I I I I I I=I I I= < FINISH GRADE SIDEWALK z III I I=III TI I I-III—III III I I I I I I I Q MOISTURE III III— III—III-I —I I III—I I I— z o0 0o sII I I 11=1 I I SCH 40 BRASS NIPPLE 12"WHERE -III=III I I 11=III-I • REQUIRED SCH 40 BRASS 90 ELE 3" PIG TAIL EXPANSION LOOP(MIN.24'LONG) SCH 40 BRASS 90 STREET ELL � STAINLESS STEEL FLOW ( BRASS ANGLE SCH 40 BRASS NIPPLE- MICNIMUM REW (3 PLACES 3 ` VALVE W/UNION Z 24" LONG 10 3" 3l4'WASHED �d•b:p 'aa CRUSHED AGGREGATE SCH 80 PVC 90°STREET ELL #4 REBAR STAKE z o• a (24" LONG) SCH 80 PVC NIPPLE SCH 40 PVC T CONTROL d COMMON VIRES MARLEX 90'STREET EL 90•STREET ELL NON-PRESSURE MAR LEX 90'STREET ELL - -- -- -- --- LATERAL FITTING NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE TYPICAL(2)PLACES BRASS NIPPLE ANTI-DRAIN VALVE AS REQUIRED SCH 40 PVC SXSXT TEE PRESSURE SUPPLY LINE NOTE: NOTES: 1.LOCATE HEAD 2'TO 8'FROM WALKS,CURBS,HARDSCAPING,MOW STRIPS, 1. INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURES OR HARDSCAPING. AND EDGES OF LAWN. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2.USE TEFLON TAPE ON ALL MALE THREADS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE PRESSURE SUPPLY 4, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. LINE FITTING 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4.HEAD CONNECTION AT BOTTOM INLET ONLY. VALVE NUMBER. PRESSURE SUPPLY LINE DETAIL REMOTE CONTROL VALVE W/ SHUT-OFF ISLE 4 DETAIL HI-POP SHRUB SPRAY, STD 533 SN SLE 5 DETAIL QUICK COUPLING VALVE, STD 535 SICSLE 6 24" STRONG BOX MODEL NO SS-24SS/120V "SNAP-TITE"WATERPROOF CONNECTOR OR EQUAL WIRE SERVICE LOOP(LOOP ❑ NOTE ENOUGH WIRE TO EXTEND WIRE ENCLOSURE TO BE GROUNDED PER BUNDLE 6"ABOVE GRADE) LOCAL CODE GROUND ROD TO BE INSTALLED INSIDE ENCLOSURE ON CONTROLLER SIDE SPLICE BOX COVER WITH LOCKING TOP ETCHED S.R. " FINISH I I I I rp GRADE AT GRADE IN LAWN AREAS 8' I I I I I I I I s-e"x 3'-e"x e"CONCRETE 3"IN PLANTER BEDS MIN. I I I 1 FOOTING INSTALL AMINIMUM OF 2% 3"ABOVE GRADE AND SLOPE •. - TOP TO DRAIN AT MINIMUM OF 2%. I�-1 � IIIA ISI II I�h I I I I I—I I I I A >o I I I—I 11=1 I 11=11I 1= COMMON WIREICONTROL WIRES IN CITY -III—III—I I I I I—III—I I(- 3"SCH 40 PVC CONDUIT DESCRIPTION OF REVISION DATE APPROVED: 120 VOLTWIRE IN R DE) CITY OF RANCHO CUCAMONGA 12"X 18"GREEN PLASTIC METER coNDurr APER LocA11 coDE� 90 SWEEP ELL BOX. CARSON OR EQUAL TO POWER SIDE OF CABINET (TYP.) t0' 16" m ANT 1 ANTENNA PORT EPDXY IRRIGATION DETAILS HEAVY DUTY WEATHER-RESISTANT FILLED LOCATED OUTSIDE OF PHOTO ELECTRIC SWITCH FOR SECURITY BOX INSTA.LATIONILOCATION LIGHT CONTROL AS REQUIRED PER PLANS Q PER CITY AND CALCENSE REP. �• , ( �] ELECTRIC METER PER SCE CALSENSECONTROLLER MODELNO PER PLANS Civic Center East Parking Lot Expansion , REFER TO CONTROLLER INSTALLATION STD / SECURITY LIGHT TIMER REQUIRED PER Underground QROFESS/OA1 APPROVED BY: DATE: V U/ PLANS FINISH G &GROUND ROD 1� �o \PM J. O �� CITY ENGINEER RCE: 24953 Z24 VOLT WIRES. TAPED AND 7.SCH 40 CONDUIT RADE I I I I I I4' 2 WIFOR SECURITYLIGHT MIN. I I i l Service Alert ��� �F<I I I I 2% DESIGN PLAN PREPARED BY RECOMMENDED BUNDLED AT 15 FT. INTERVALS RING 120 VOLT WIRE IN RIGID CO STEEL CODE) (PER Call: TOLL FREE a No. 24953 m MEP CITY OF RANCHO CUCAMONGA C�� 2 CU. FT. PEA GRAVEL LOCA CODE) 1-800-422-4133 r Exp 12-31-01 * 10500 CIVIC CENTER DRIVE DRAWN SHEET RANCHO CUCAMONGA,CA 91730 TWO WORKING DAYS BEFORE YOU DIG s' CI V W�- ��\P MEP s OF 15 SCALE SCALE OF CAW-WF CHECKED R.C.E.NO DRAW NO NG 24 VOLT SPLICE BOX, STD 540 NTS 7 DETAIL CONTROLLER ENCLOSURE, STD 522 NTS 8 wCS DATE FILE NO 1750 JH TJ RI LEGEND 2 456 200 SYMBOL KEY BOTANICAL NAME 'COMMON NAME' MIN. O.C- SIZE QUANTITY TJ TJ B 2 PT SPACING 287 52 20' 15 GAL 136 n PB PYRUS BETULAEFOLIA 'PARADISE' RI �\\ =-==__ �J _ --- --- --- --=----- --------------- ---------- ------------------------------------------------------= ---_--- _ ____-- NOTES �^ N 1 REMOVE NURSERY STAKES 2 STAKES TO BE PLUMB AND PARALLEL {\ W E 3.STAKE TREE PERPENDICULAR TO PREVAILING WND (` N S \ / TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO P TOP OF STAKES BELOW HEAD f, ) S �0 ALLOW FOR WIND FLEXING OF THE TREE. OF TREE NM ERE SPECIES GROWTH \J K- BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. TOP TIE TO BE PLACED AS OR ALLOW THE HEAD TO DROP MAIN TRUNK LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WND FLEXING OF THE TREE BUT TOP OF STAKES BELOW af SPACED OF CINCH TIES APART ATTACH WITH 1 LY COMPACTED 3 BERMTO FORM NOT SO LOW AS TO LOSE HEAD OF TREE WHERE DEPRESSED WATERING BASIN SUPPORT OR ALLOW LOGALDGE FOLD SCREWS TO 3' TOP OF ROOTBALLTO SPECIES GROWTH HABIT PERMITS �/ 4"WOOD CHIP MULCH ES THE HEAD TO DROP rc �i � 1r MAXIMUM LMNN TRUNK (2)SETS OF CINCH TIES SPACED 24" FINISH GRADE APART.ATTACH WITH GALVANIZED 7DIA LODGE POLE PINE STAKES SCREWS TO 8'LODGE POLES TOP OF ROOTBALL TO EXTEND 40 WITH WOOD PRESERVATIVE STAIN.. 7'ABOVE FINISH GRADE DRIVE A MIN OF T INTO UN- 1TMAX T DIA LODGE POLE PINE STAKES DISTURBED SOIL AND POSITION WITH WOOD PRESERVATIVE STAIN. STAKES OUTSIDE ROOTBALL DRIVE A MINIMUM OF 8"INTO ORIGINAL GRADE UNDISTURBED SOIL AND POSITION 3"BERM TIGHTLY COMPACTED STAKES OUTSIDE ROOT BALL IN PLACE TO FORM WATERING ,I I�)I BASIN.LOCATED OUTSIDE OF - 1-- ARBOR GUARD IN TURF AREAS AND ICI I I PLANT PIT I[EI FRONT YARDS CI TOP OF ROOTBALL TO EXTEND 7' =1 I I I III il ROOT BALL I ABOVE FINISH GRADE �)I I F— TIGHTLY COMPACTED TBERM TO FORM I I _ — WATERING BASIN FOR RESIDENTIAL AND NATIVE BACKFILL WITH _ I I _ �� — I I PLANT PIT TO BE(�TIMES THE GROUND COVER INSTALLATIONS LOCATE NO ROCKS GREATER I _I I _ I I—I I FEI I FI I{—I�I I�I II_ I WIDTH OF THE ROOT BALL —UE1 I I9 I F1 I H I Il 11-1 I -I 1 I OUTSIDE OF PLANT PIT BERMS IN TURF THAN 3"DIAMETER _ AREAS TO BE REMOVED PRIOR TO CITY nRO�OT`BALL nn '�' �- I�1 I�I I I-I I I I—I r ACCEPTANCE 7 PLANT PIT TO BE(7) I ' I I I I—)I�I I�I 11—III—I I / TIMESTHEWDTHOF ( ,JI}'A1`1/'`1 I _ _ THE ROOT BALL I — _ _ _ _ _ I PYF�r —I I —I I(—III -I _ I —IEllII—III—i I I-1 I I—i I I—III— I—I I I— _ _ NATIVE BACKFILL WITH NO —111=111- I� -I -1 I—) -I I ROCKS GREATER THAN 3' �FF I 11—III—111-1 I I—'I I—mIrI I—I I DIAMETER ROOT BALL UNDISTURBED NATIVE SOIL --� -1 I FLAT SIDE UP CURB MORTAR COBBLESTONE MORTAR EVEN W1 CURB AND WALK SIDEWALK CASE 1 2% 6•PCC MOW CURB PER CITY STD.534 _ \ • �3"MINIMUM CONCRETE BED COBBLESTONE HARDSCAPE UNDERNEATH COBBLESTONE -III-I I I I I I I-I CASE T ((LOCATE PER PLAN) 3"MIN SOIL DEPTH AT EDGE OF COBBLE COBBLESTONE - Q 6'MIN. • , -Itr NOTES: -I I r-I I - 3-12'MINIMUM NOTES: 1. BURY A MINIMUM OF }3 DEPTH OF BOULDER SIZE. CONCRETE BED 1.CONCRETE CLASS 52(?D-2500. CASE 3 � 6" �-24•�-•..I e- � 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL 8E: z4• 2. BOULDER SHALL BE ROUNDED RIVER BOULDER. 2•MAX MORTARED STONE SWALE BOULDERS:MAX.3.0•-MIN.27 EXISTING CURB OR WALK r DE; COBBLESTONES:MAX. 18'-MIN.6"1MTH ONE FLAT SIDE 3. SCARRED OR BROKEN BOULDERS SHALL NOT BE PERMITTED. _ 4- 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 213 EMBEDMENT END CONDITION T4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS V MORTAR.1 PARTCEMENT 4. PLACE PER PLANS AND LANSCAPE ARCHITECTS DIRECTION. TO 2-1/2 PARTS SAND.2000 PSI PORTLAND CEMENT CONCRETE.(NO-DRY-PAcK-IS ALLOWE 4"CONCRETE BED CONCRETE CURB COBBLESTONE BENEATH COBBLE W/93 BAR 5.A SAMPLE AREA,MIN.40 SQ.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING ESTING WITHREMAINING OF ROCKS RIVER WASHED GRANITE COBBLESTONES STD 542 SCALE 2 DETAIL BOULDER SCALE 3 Z 6,FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. D ETA I L 5 2 MIN RAD. CURB b GUTTER T ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND t NTS NTS SEE DETAIL EXCESSIVE IRON CONTENT. 4 4 8.ALL COBBLESTONE AREAS SHALL HAVE 6'X8'CONCRETE HEADER AS AN EDGE AT PLANTIN PLANTING NOTES PLANTER / 6� AREA 4 4 4 SIDEWALK ��CAPE 1. CONTRACTOR SHALI, NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF JOIN AT RIGHT ANGLES(TYP.) SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND Y MIN.RAD. SPECIFICATIONS. CONTRACTOR SHALI, BE, RESPONSIBLE FOR REMOVING Zr PCC MOW CURB PER CITY STD.534 AND RE.-INSTALLING IRRIGATION EQtJIPML.N7', AND REPLANTING AREAS DETAIL RIVER WASHED GRANITE COBBLESTONES, STD 542 SCALE WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION NTS � IRRIGATION NOTES 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOII. PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 1 . NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCVA'D, IS 8. WHEN VERTICAI, OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, 3. CONTRACTOR SHALI, FAMILIARIZE HIMSELF/HERSELF WITH ALL REQUIRED AT ALI_ POINTS OF CONNECTION. THE CONTRACTOR SHALL TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER UNDERGROUND UTILITIES, PIPES, STRUCTURES FTC., AND SHALL TAKE MAKE ARRANGEMENTS AND PAY ALL COSTS FOR TH}. INSTALLATION LATION OF HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION SOLE RESPONSIBILITY FOR THE. REPAIR/REPLACFME.NT, AT NO COST TO A NEW WATER METER, INCLUDING HOT TAP AND SERVICE LINE. CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY THF CITY, ANY DAMAGE OF SAID UNDERGOIJND FACILITIES. CONTACT THE CtJCAMONGA COITY WATER DISTRICT FOR COSTS AND INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON J INSTALLATION PROCEDURES. EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. 4. NO PLANTING SHALI, BE DONE UNTII. ALL OPERATIONS IN CONJUNCTION ALI, ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL. COSI' TO THE WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEVA' WATER METER, CITY. COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOVA'ED BY ARL'AS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, BACKFLOVA' PRE.VE.NTION DEVICE, FOLLOV�'I.D BY A FLOW METER, 9. INSTALI, ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF AND THE V&'ORK APPROVED BY THE CITY. FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. THE. MAINLINE TO THE: FARTHEST REMOTE CONTROL VALVE (RCV) ON INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY MANUFACTURERS' RECOMMENDATIONS AND LOCAI, CODES. ACTUAL INSTALL, TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION LOCATION OF THE EQUIPMENT TO BE. AS DIR}.CTE.D ON SITE: BY A OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAI, BY A REPRESENTATIVE OF THE CITY. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER REPRESENTATIVE OF THE: CITY PRIOR TO EXCAVATION. PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A (GROIJNDCOVER/SHRUBS) APPLIED FOR 8 HOIJRS A NIGHT/5 DAYS A WEEK 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT STRONG BOX (SB) SBBC- 45 Al, ALUMINiJM ENCLOStJRI:, AND SHALL, BE BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS CONTROLLER SHALL OPERATE. AT A TIME. THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR WHENEVER POSSIBLE. HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT 11 . THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS DUPLICATE OF ORIGINAL. WORK OR PLANTS, UNLESS OTHERWISE 4. THIS DESIGN IS DIAGRAMMATIC, ALI, PIPING, VALVES, ETC. SHOWN SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF APPROVED BY THE. CITY. WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL GALLONS PER MINUTE, IS AS SPECIFIED. THF IRRIGATION CONTRACTOR BE INSTALLED IN PLANTING AREAS WHEN}.VER POSSIBLE. AVOID ANY SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE: SITZ; PRIOR TO 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALI. BE SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITI.CTuRAL THE ATTENTION OF THE CITY. GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. o Underground FEATURES. Service Alert 12. AUTOMATIC CONTROLLER TO BE A CAI,SENSE ETl- 40 ( STATIONS) - DR 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN (DIGITAL RADIO) VA'/ ANT-1 ANTENNA PORT INSTALLED WITHIN A AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE; � Call: TOLL FREE SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEME=NT OF ANY WORK. ALL_ STRONGBOX (SB) 24SS/120 VOLT CONTROI,I,E.R/E.LECTRICAL E.NCI,OSURE. LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO 1-800-422-4133 DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO MOUNT THE ANTENNA PORT' (EPDXY-FILLED) ON TOP OF THE ENCLOSURE - CITY STANDARDS AND D1.Tf1II,S HEREON. E TWO WORKING DAYS BEFORE YOU DIG THE CITY. PER MANIJFACTURER SPE=CIFICATIONS AND ATTACH COAXIAL CABL}1. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALI, SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE-. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE ACTUAL LOCATION OF THE ENCLOSiJRE TO BE AS DIRECTED BY A FINAI, SOIL AMI.NDMI.NT TYPES AND QIJANTITIES SHALI_ BE BASED ON SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO REPRIJSENTATIVF OF THE CITY. SOII, TEST RECOMMENDATIONS (SE=E SPECIFICATIONS). ROTOTIL THE THE CITY, FOR ANY DAMAGE OF SAID IJNDERGROIJND FACILITIE=S. REQUIRED SOII. AMENDMENTS 6" INTO THE: SOIL AT THE RE=QUIRED RATES 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE PER 1,000 SQ. FT. 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP CITY VALVES FOR OPTIMiJM COVERAGE WITH MINIMAL OVERSPRAY ONTO J J J 4 CYNITROGEN STABILIZED SAWDUST DESCRIPTION OF REVISION DATE FOR THE: IRRIGATION CONTROLLER. ELECTRICAL CONDiJC i'ORS AND . APPROVED: WALKS, STREETS, WALLS, ETC. THIS SHALL, INCLIJDE THE SELECTION ANDMETER TO BE PROVIDED BI" SCE,- 120 IBS GYPSUM INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN CONTRACTOR. tiE, COORDINATED AND PAID FOR 125 IBS GRO-POWER PLUS CITY OF RANCHO CUCAMONGA ALL SPRINKLER HEADS AT INITIAL CONSTRtJC"TION. PLANTING DETAILS 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE 11 . LANDSCAPE AREAS SHALI. RECEIVE 4" OF WOOD CHIP MULCH UNDER ALI. TREES AND SHRUBS, AND BLEND INTO EDGES AT GROIJNDCOVER AREAS IRRIGATION NOTES AND PLANTING NOTES OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING PIANS. OPERATIONS SHALI. ACCOMMODATE THE MULCH. CONTRACTOR SHALL Civic Center East Parking Lot Expansion 15. ALI. POP-IJP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO SIJBMIT A SAMPLE: FOR THE. CITY'S APPROVAL PRIOR TO PIJRCHASE--, AND z 11 THAT THE: TOP OF THE SPRINKI,}.R HEAD IS '/4" ABOVE: FINISHED GRADE. PLACEME=NT. SHREDDED MULCH IS AVAILABLE FROM: APPROVED BY: DATE: U CITY ENGINEER RCE: 24953 INTRAVAIA SAND AND GRAVEL /, � �r r i� DESIGN PLAN PREPARED BY RECOMMENDED UPLAND, CA �'� � MEP CITY OF RANCHO CUCAMONGA LXDG (909) 982-6713 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA,CA 91730 SHEET MEP 11 OF 15 •'e.,:!'rIVV��'� ,•.. CHECKED DRAWING NO. ` R.C.E.NO fl Nr-S DATE FILE NO 1750 ELECTRICAL ABBREVIATIONS GENERAL NOTES ELECTRICAL SYMBOLS 5) AT GENERAL $YM50L5 A AMPERES ABV ABOVE I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY NOTES: I. MOUNTING HEIGHTS NOTED ARE DISTANCES MEASURED FROM THE AF AMP FUSE OR AMP FRAME OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD DEVICE CENTERLINE TO THE FINISHED FLOOR OR FINISHED GRADE, AFC AVAILABLE FAULT CURRENT (SYMMETRICAL) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT UNLESS OTHERWISE NOTED. I EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. ARF. ABOVE FINISHED FLOOR F WITH AN HA RESPONSIBLE FOR 1 WITH INSIDE REFERS T A REFERENCE NO ARCH. ARCHITECT CONTRACTOR SHALL BE FAMILIAR W D SPALL BE ON O ?. AN OVAL WI NUMBER SDE RE � O TE AS AMP SWITCH ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ON THE DRAWING WHERE IT IS INDICATED. AT AMP TRIP AUTO ?. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE POWER POLES, O AUTOMATIC i U AT M T A FIR HY^RANTS ETC. SHOWN OR NOT SHOWN ON WATER E ERS, v LVES, E �. , BKBD BACKBOARD THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS POWER AND WIRING DISTRIBUTION REPLACED, WHERE IMPROVEMENT WORK TO BE DONE SHALL BE REMOVED, AT PROTECTEDINP AC A5 REQUIRED AT NO COST TO BRANCH CIRCUIT PANELBOARD C CONDUIT RELOCATED OR PLACE CB CIRCUIT BREAKER THE CITY OF RANCHO CUCAMONGA. CONDUIT RUN CONCEALED M CEILING OR WALL (SEE SPECIAL SYSTEMS AND CKT CIRCUIT _I 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL CEFINITIC'N SYMBOLS FOR RACEWAY CODING) GLG. CEILING NG FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY CLR. CLEAR L __ __ R_c SPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTINGCONDUIT RUN EXPOSED C.O. CONDUIT ONLY DIRECTLYORIN INDIRECTLYY FROM HIS OPERATIONS, WHETHER OR NOT CONC. CONCRETE CONN. CONNECT OR CONNECTION SUCH FACILITIES ARE SHOUN ON THESE PLANS. - �� CONDUIT RUN M OR BELOW FLOOR SLAB OR GRADE CONT. CONTINUED/CONTINUATION 4 PERMIT A STAINED FROM THE CITY OF RANCHO CUGAMONGA 910 INDICATES AN EQUIPMENT CROWD CONDUCTOR C.W. GOLD WATER A _ SHALL BE O DEPARTMENT PUBLIC WORKS, ENGINEERING DE NT PRIOR TO ANY E D DEPTH ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY Cr- RANCHO WA-%4 MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS DET. DETAIL CUCAMONGA EASEMENT OR RIGHT-OF-WAY. OTHERWISE NOTED, NO WASW MARKS INDICATE 2 n AWG (010 AWG DIA. DIAP"ETER CONDUCTORS INDICATED). WHERE A NUMBER 15 NOT INDICATED, TWE DISC. DISCONNECT 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY CONDUCTORS ARE 012 AWG (MIN). DN DOWN LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO DWG DRAWING PAVING. CONDUIT SIZE SWALL BE AS FOLLOWS: ELEC ELECTRIC OR ELECTRICAL 6. COMPACTION TESTS OF TRENCH BACKFILL, COMPACTING ORIGINAL CONDUCTOR SIZE ELEV ELEVATION GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO CAST TO MRL RACEWAY SIZE 12 10 8 EMERG. EMERGENCY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE ONE-HALF INCH 1 to 4- 1 to 4 ------ EQUIP. EQUIPMENT COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR TWREE-QUARTER INCW 5 to & 5 to 6 Ito 3 EXIST. EXISTING APPROVAL. ONE INGW 9 to 13 1 to n 4 io 5 EXT. EXTERIOR 1. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH -QUANTITY OF CCNI:)UCTORS, AS INDICATED ITYP FOR. FEEDER CONSISTS OF ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY - INDICATES A WOMERUN TO PANEL 2LA, CIRCUITS 1-3-5 WTH SHARED FIXT. FIXTURE REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND NEUTRAL AND CIRCUIT 1 WITH DEDICATED NEUTRAL FLA FULL LOAD AMPERES ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE 2LA-135 �1� FLR FLOOR MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. FLUOR FLUORESCENT FLEXIBLE CONDUIT S. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD GALV. GALVANIZED FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE $HALL BE CABLE OR CORD .�C__�C! GFCI GROUND FAULT CIRCUIT INTERRUPTER CLEANED UPON REQUEST OF THE INSPECTOR. ARROW INDICATES A PLUG-N CONNECTION OF GROUND FAULT INTERRUPTER GND GROUND S. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO ti CGNDUIT BEND UP TOWARD OBSERVER EXCAVATION. H HIGH OR HEIGHT CONDUIT BEND DOWN AWAY FRCM OBSERVER HORIZ. HORIZONTAL 10. ALL DEVICES INSTALLED OUTSIDE OR M DAMP LOCATIONS SHALL BE HP HORSEPOWER APPROVED WEATHERPROOF. HTR HEATER SPECIAL SYSTEMS RACEWAY CODING HVAC HEATING, VENTILATING AND AIR CONDITIONING 11. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER, ALL WIRE SHALL BE UL LISTED, RATED FOR 600 VOLTS, TYPE, THHN/THWN I.G. ISOLATED GROUND INSULATION, NO.12 MINIMUM SIZE EXCEPT FOR CONTROLS. T TELEPI-10NE INLAND. INCANDESCENT IND. INDICATED 12. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND GENERAL L*WTNG INT. INTERIOR ELECTRICAL EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL ORDINANCES. JB JUNCTION BOX G) INDICATES A REFERENCE TO TWE LIGHTING FIXTURE SCWEDULE: 13. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL PHYSICAL DIMENSIONS TYPE 'A' FIXTURE INDICATED. KVA KILOVOLT AMPERES IN THE FIELD AND NOT RELY 50LELY ON THE PLAN DRAWINGS FOR SCALING KW KILOWATT DIMENSIONS. KWH KILOWATT HOUR 14. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL DEMOLITION DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION L LENGTH OF EQUIPMENT 15 SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR LGL LONG CONTINUOUS LOAD SHALL VERIFY ALL CONDITIONS, DATA INFORMATION AS INDICATED ON (X) FOOTHILL BLVD. LOC. LOCATION TWE DRAWINGS AND IN THE SPECIFICATIONS SECTIONS WHERE ELECTRICAL NEXT TO AN EQUIPMENT SYMBOL INDICATES EXISTING EQUIPMENT TO REMAIN. LTG LIGHTING WORK INTERFACES WITH OTHER TRADES. D m (RE) NEXT t0 AN EQUIPMENT SYMBOL INDICATES RELOCATE EXISTING EQUIPMENT. LAUREL ST. n MAX MAXIMUM 15. ALL UNDERGROUND BONDING CONDUCTORS SHALL BE COPPER. (ER) NEXT TO AN EQUIPMENT SYMBOL INDICATES EXISTING RELOCATED EQUIPMENT. n MFR MANUFACTURER MIN MINIMUM OR MINUTES 16. DIG ALERT 800-221-2600, CALL A MINIMUM OF TWO WORKING DAYS PRIOR MTD MOUNTED TO EXCAVATION. ST MTG MOUNTING IVIG CENTER OR MTG. NT. MOUNTING HEIGHT Ciq V 0 NA NOT APPLICABLE n NF NON FUSIBLE n N.L. NIGHT LIG HT NTS NOT TO 50---ALE c D m P POLE PROVIDED FOR INFORMATION ARE THE FOLLOWING: N n ARROW RTE. o-- PB PULLBOX RV P.G. PHOTOCELL A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-1911 PNL PANEL MR. BOB STALLINGS r� PWR. POWER FOR BASE LINE ROAD CONSTRUCTION VICINITY M A P RECEPT RECEPTACLE B. GENERAL TELEPHONE (800) 483-3000 REQ'D REQUIRED RM ROOM G. SOUTHERN CALIFORNIA GAS COMPANY (800) 421-2200 RES. �ESS/ MCONANfaAL 216 N. EUCLID AVENUE (800) 421-2000 COMM. ��� �R S. �. �&j< ONTARIO, GA 91162 � � C, avn+au�TiNo SCNED. SCHEDULE SWT SHEETw D. CUCAMONGA COUNTY WATER DISTRICT (909) 981-?591 � SinnO & Keyfauver Engineering, Inc. SQ. FT. SQUARE FEET 9641 SAN BERNARDINO ROAD * .6/30/ 3 * 421 EAST HUNTINGTON DRIVE STD. STANDARD RANCHO CUCAMONGA, CA 91130 CTR\ P MONROVIA, CALIFORNIA 91016 SURF. SURFACE pF CA`\ 626-930-1383 Fox: 626-930-1385 5W. SWITCH E. METROPOLITAN WATER DISTRICT (909) 593-1414 F Job No: 00084 SWBD SWITCHBOARD 100 N. MORENO AVENUE SYS. SYSTEM LA VERNE, CA 91150 TEL TELEPHONE F. COMCA$T (909) 983-9895 DESCRIPTION OF REVISION DATE CITY TEMP. TEMPORARY OR TEMPERATURE 1205 DUPONT STREET (PORTION OF RED HILL) APPRO\&-D TRANSF. TRANSFORMER ONTARIO, CA 91162 TTB TELEPHONE TERMINAL BACKBOARD CITY OF RANCHO CUCAMONGA TYP TYPICAL G. SOUTHERN CALIFORNIA EDISON (909) 351-6240 DAVID QUEZADA, SERVICE PLANNER U:G. UNDERGROUND Title Sheet U.C.N. 9 . UNLESS OTHERWISE NOTED W. CITY OF RANCHO CUCAMONGA (9 ) 411-2140 EXT. 4036 ENGINEERING DEPARTMENT SPECIFICAMONS,SYMBOLS AND VV VOLT A VOLT AMPERES MARIA PERE Z, PLANNER GENERAL NOTES VD. VOLTAGE DROP VERT. VERTICAL Civic Center East Parking Lot Expansion W WATTS OR WIRE OR WIDE W/ WITH APPROVED BY: , DATE: Underground / WITHOUT - RCE: 24953 o g W O CITY ENGINEER Service Alert W.P. WEATHERPROOF DESIGN PLAN PREPARED BY: RECOMMENDED Call: TOLL FREE INSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR, TC CITY OF RANCHO CUCAMONGA 1 - ll: TOL FREE SIZED PER N.E.C. 250-95 IN ALL CONDUITS. 10500 CiMC CENTER DRIVE GROUND WIRES ARE NOT SHOWN ON DRAWINGS. DRAWN RANCHO CUCAMONGA, CA 9»30 SHEET YO 12 OF TWO WORKING DAYS BEFORE YOU DIG CHECKED R.C.E. NO DRAWING NO. KK DATE FILE NO REF=ERENGE NOTES: O ALL UNDERGROUND CONDUITS SHALL BE I• MINIMUM SGWEDULE 40 PVC DIRECT BURIED 24" MIN. BELOW FINISWED GRADE TO TOP OF CONDUIT (U.ON.) O SECURITY SYSTEM PULL BOX, 24" SO. x 8" DEEP, STAINLESS STEEL ENCLOSURE. WEATHER PROOF, MOUNTED ON STAND FABRICATED BY THE ELECTRICAL CONTRACTOR TO SUIT CITY REQUIREMENTS FOR STAND 4 ELEVATION ABOVE FINISWED GRADE. 4 ? O3 ROUTE C.O. INTO PARKING STRUCTURE. BORE HOLES AS REQUIRED 4 (TYP. 6 PLCS.) PANEL "LIA" ROUTE TO COMMUNICATIONS NETWORK AND SECURITY SYSTEM A8 E3 E3 120/21-10v, 10, 3W DIRECTED BY TWE CITY. INSTALL PULL ROPE IN CONDUITS FOR WIRE PULLING BY OTWERS. W _ _ _ _ _ _ * _ _ i_ _ O4 CUSTOMER MUST USE EDISON APPROVED CONTRACTOR TO BREAK INTO Z ...... ..... O ........ - INSTALL (U 4 DUG 60 ALONG SIDE OF TW NEW 4 DUCT AND � � EDI$ON ENERGIZED STRUCTURE •X535092 WI T ...........,.........I =. sa } EDGE OF EXISTfNG 3 4 30A f I?KV ENERGIZED GABLE \ / Q PARKING STRUCTURCA f O NOT USED. \ j A f \ / 5,1 Z 13 \\ 911 /1 \\ I / / A E3 (SIM.) © ACCESS CONTROL SYSTEM DX5-1021 NTELL*ENT CONTROLLER, HID W .8 /! 1 \ TYPJ / / O � / PROXIMITY CARD READER, INGROUND LOOPS WITH DETECTORS AND \ / * •8 \ / / :'` READER PEDESTAL. COORDINATE ELECTRICAL REQUIREMENT$ WITW Q 1 5,1 / / •8 �O INSTALLER 1 # = (TYP.) / 51 / 13 0 E4 C 9,II / N L (1) 2" SCWEDULE 40 PVC CONDUIT 30" BELOW GRADE FROM COMP'ft.NICATIONS CONTROL BOX 4 SECURITY SYSTEM PULL BOX TO EXISTING PARKING STRUCTURE. / 13 / 3 ?—� —� 4 / \\ / / / as jam/ •8 �� /�\ / ® ELECTRICAL CONTRACTOR SHALL COORDMATE CONDUIT STUB-UP `J �r—� \ I t / \ •8 / / / / '� ` \ LOCATIONS INTO GWARGING STATION PEDESTALS WITW ELECTRIC VEWICLE \ \\ I i' ., r_ � // / / �✓ \ / CWARGING STATION MANUFACTURERS RECOMMENDED NSTALLATION \ / •8 / / DETAILS AVAILABLE FROM TWE CITY OF RANGWO CUCAMONGA \ \l .g i3 \ / ENGINEERING DEPARTMENT. ALL CWARGING STATIONS REQUIRE 40A, Ii / 240 VAC, 1 0, 3W AND GROUND CIRCUITS. \ / / \ / // �/ \\ \` / 4' TUBULAR STEEL FENCE .a \ SZ \� '2 ® ELECTRICAL CONTRACTOR SHALL FURNISH 4 NSTALL 48" x 54" PRECAST ,11 / ` L<�t PLASTIC PAD FOR UTILITY COMPANY FURNISWED TRANSFORMER \' �\ / 6 / / / x COORDINATE EXACT LOCATION 4 CATALOG NUMBER OF PAD WITW S.C.E PLANNER -1 1/2"C-3 • 2pfd 13 N,\ ® COMI"fUNICATIONS CONTROL BOX , 24" SO. x 8" DEEP, STAINLESS t I • 6 CND. "" / -5 STEEL ENCLOSURE. WEATWER PROOF, MOUNTED ON STAND '8 LI-13,15 6000 FABRICATED BY TWE ELECTRICAL CONTRACTOR TO SUIT CITY / / 5 (TYP.) REQUIREMENTS FOR STAND ELEVATION ABOVE FINISWED GRADE. / E3 ELECTRICAL CONTRACTOR TO FURNISH 1 NSTALL (1) 4" PVC SCHEDULE 40 DUCT 60'-0" WITW 30" MINCOVER WITH I/4" PULL ROPE INSTALLED. COORDINATE ROUTING WITW SC R E UTILITY PLANNER ! SCE APPROVED o- 1% / (TYP. 8) y CONTRACTO ' - • / I 13 5,1 ` A ® TO PANEL 11 VIA COI"'fl"fUNICATIONS CONTROL BOX. REFER TO DETAIL i C ' ON DRAWING E3. E2 / 1 G.O. FOR FUTURE / / \ SECURITY WIRING � �. �- L2-214 / • 8 t 1 • 8 -/ �LI-4 / -7� � � ` *1# 4 G.O. TO 1 / / .8 \ SG8 E 12KV. � L2-6,8 / GND. LI 13 5,1 9,11 \ \ \ / 1,3 �—LI-2 �r PULLBOx I / � n / i"C.O. FOR FUTURE9,If0 + \ \ O / \ I SECURITY WIRING 9,11 ' \ \ � / � A ♦ \ 1 I / 1, .1 \4 • 1 FooTlal / I LL BLVD. \ \ n m I �c ! / 1 G.- 3.2 Itlb GND. 1 T LAUREL S . _ r�r L n 9 I 1 1 • 1 L 3,5 2 \ u� ; \ z \ 1 \ . \ •8 I / METERED PANEL i A \ 1 I PEDESTAL i 05,1 1 1 >A \ 21C.O. SECURITY SYS. \ 1 CIVIC CENTER OR. \ LI-12 i 1 / o i -4t \ IRRIGATION ?" C.O. COMMUNICATIONS CONTROLLER � � �I0 COMMUNICATIONS � L 1 b t OD7t \ 1 D CONTROL BOX '. — E3 S LI-2 O SECURITY SYS. \\ --'lF D m PULL BOX \\ '8 D ARROW RTE. o N (TYP.) E4xx rS1 ♦ I-4 L INITY MAP \ METERED PANEL \A\\ '. \\\ C PEDESTAL "LI" \ LI-I'2 \ \ � �� ✓-Y � sLSCTRtCAt �� � '• \ ��S � �� OONtt•ULTiNO I C.O. FOR FUTURE SECURITY WIRING 979 Sinha & Ke fouver Engineering, Inc. RI HUNTIN T N 2003 421 EAST • �r � / G 0 DRIVE L IC- qT iNG SITE PL,4N MONROVIA, CALIFORNIA 91016 SCALE: I" 40'-0" D�'r'� ( L , qTF qr CA`\' 626-930-1383 F job 26-930-1385 00084 SCALE:�%'.■1'-0" DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA Title Sheet LIGHTING SITE PLAN Civic Center East Parking Lot Expansion APPROVED BY: -2Z DATE. U U� o Underground CITY ENGINEER RCE: 24953 Service Alert DESIGN PIAN PREPARED BY: RECOMMENDED Call: TOLL FREE TC CITY OF RANCHO CUCAMONGA CO'A 105M CIVIC CENTER DRIVE 1 -800-422-4133 DRAWN RANCHO CUCAMONGA. CA 91730 SHEET YO 13 OF 115 TWO WORKING DAYS BEFORE YOU DIG CHECKED R.C.E. NO DRAWING NO. KK DATE FILE NO 1750 TowtAener $$K Engineers, lite: 008A_E2.dwg 01/09/2001 14:03:44 H N 120VAC CKT WPi-22 INTERMATiC MODEL ' ET10215C (OR EQUAL), 2-SPOT CIRCUITS (OR EQUAL), 1-DAY, 24 HOUR ELECTRONIC TIME CLOCK, 120 VAC COIL WITH BATTERY BACK-UP iN CASE OF POWER FOR POLE AND FiXTURE TYPE, TC OUTAGE, CEG CERTIFIED AND MOUNTED iN SEE SITE PLAN AND FIXTURE PHOTOCELL MTD ON METERED COMMUNICATION CONTROL BOX NEXT TO SCHEDULE. — — PANEL PEDESTAL "LI" METERED PANEL PEDESTAL "LI" 3'x5'GASKETED HANDHOLE IDENTIFY CiRCUIT NUMBER ("EO 0.0) GFCI RECEPTACLE M CAST PC WNON-FERROUS TAI`'PER USING A VINYL. UV RE615TANT TAPE. FDS BOX WITH A WEATHERPROOF PROOF SCREWS LOCATE LABEL ON RECEPTACLE WHILE-IN-USE COVER COVER CI POWER RELAY, SPOT, 120 VAC COIL, STUB CONDUIT THROUGH HOLE OVER, INSIDE THE WEATHERPROOF $HALL BE LOCKABLE AND SHALL PC-I I C-1 TC-1 COVER USE BRADY OR EQUAL. CONFORM TO THE NATIONAL � I M A7 WITHIN 2 OF LL R BASE PLATE ELECTRICAL CODE ARTICLE 410-51 (6) f� I POLEWTH GROUNDING STUD BOTTOM OFHANDHOLE I I ANDHOLE AT H — — I I POWER RELAY, SPOT, 120 VAC COIL, GALV. BASE PLATE BOLES AND C-2 TC-2 BASE CANOPY WASHERS, GROUT AFTER POLE "'' �I BRCNZE FINISH 15 SET AND PLUMB. 1 a 1" SCHEDULE 40 PC C VONDUIT I I TO LIGHTING LOADS (TYP.) <o� WiTH WIRING AS NOTED ON PLAN DRAWING L — J POLE BASE PLATE ROUNDED OR CHAMFER EDGE E4 \ PER CITY REQUIRE"ENTS ROUND EDGES FINISHED GRADE i 3 9 Il SP SP a CONTACTS FROM CITY CO"1UNICATIONS FINISH GRADE CONTROLLER b I °4 LATCH — — — — — — 1;7CONDUIT AND CONDUCTORS x/X/", ° I I° �����i ���%� R1-I I I i i 3000 PSI CONCRETE -2 I UNLATCH T T T T T J I �I II ° III 6 ° FROM PANEL LI„ � pll LIGHTING CONTACTOR a ° MECHANICALLY HELD a 5 VERTICAL RESAR 6-POLE, 120 VAC COIL a e ° TO LIGHTMG LOADS (TYP_) L IGHTMG CONTACTOR, MECHANICALLY HELD 6 4 TIES 6' O.G. 4-POLE, 120 VAC COIL 5 1 SP SP LKJHTMG CiR1CUIT 6SQ. OR SPARE CONTACT ITYP� 24' DIAMETER CONCRETE BASE. — — — — THE CITY OF RANCHO CUCAMONGA10-1LATCH ENGINEERING DEPARTMENT HAS 0 1 T STAMPED AND SIGNED DRAWINGS (BY OTHERS)OF POLE BASE ON FILE I I Ri-2 I UNLATCH4 1 —0 1 1� FROM PANEL "L1” LIGHTING FOLE i"iOUNTNG DET,41L SCALE 5 ELECTRICAL OUTLET i"iOUNTNG DETAIL SCALE 4 LIGHTING CONTROL WIRiNG DiAGRA1"i, COi"11 11JNICA7I0NS CONTROL BOX SCALE 3 NONE NONE 24 10., L 24' 211. FOOTraILL BLVD. (P I C I n LAUREL ST. I I ( 17-71 2 r�► 4 2 3 g CIVIC CENTER DR 2 II 48' O 48' J ( I D CD- 4 I I II I D ARRC(II RTE. N II II 4 I I I 5 9 I I 6 � n VICINITY MAP II II 5 P 9 • 9 • I ° 9 • Q • 1 l i In� } _... 30" MM 1 SSIC�q� 30" MiN. 4 R �� �\ 6 T� / �J \ o• 9 �) Sinno Sc Keyfouver Engineering, Inc. Exp 3a/ * 421 EAST HUNTINGTON DRIVE MONROVIA, CALIFORNIA 91016 6 °lf Grr CA`s 626-930-1383 Fax: 626-930-1385 Job No: 00084 FRONT ELEV,4TION SIDE ELEV,4TION FRONT ELEVATION SIDE ELEVATION DETAIL REFERENCE NOTESCITY DETAIL REFERENCE NOTES DESCRIPTION OF REVISION DATE APPROVED: O STAINLESS STEEL METERED PANEL PEDESTAL ENCLOSURE, STRONG BOX MODEL 5B-2455 AVAILABLE THROUGH V.I.T. PRODUCTS AT O STAINLESS STEEL METERED PANEL PEDESTAL ENCLOSURE, STRONG BOX © FINISHED GRADE. CITY OrC RANCHO CU CAM ON GA (800) 129-1314 (OR EQUAL). MODEL 'SB-2455-240 AVAILABLE THROUGH V.I.T. PRODUCTS AT O? 100A LOAD CENTER WITH MAIN CIRCUIT BREAKER PROVIDED BY THE ELECTRICAL (800) 129-1314 (OR EQUAL). O1 BRANCH CiRCUIT CONDUIT t WIRING FROM PANEL. REFER TO DRAWING CONTRACTOR, MOUNTED ENCLOSURE MOUNTING PANEL. E2 FOR CIRCUITING t ROUTING TO LIGHTING FIXTURES 4 ALL OTHER Title Sheet O2 200,4, 24OV., ie, 3W METER SOCKET WITH TEST BLOCKS PROVIDED BY THE EOUIP?"'ENT 4 DEVICES. DETAILS O3 INCOMING LINE CONDUIT AND WIRING. PVC SCHEDULE 40 ELECTRICAL CONTRACTOR. CONDUIT WITH SWEEP ELBOW. COORDINATE DIRECTION AND LENGTH ® ENCLOSURE MOUNTING PANEL. OF CONDUIT STUB-OUT FROM ENCLOSURE WITH PLAN DRAWING E2. O3 200,4 LOAD CENTER WITH MAIN CIRCUIT BREAKER PROVIDED BY THE ELECTRICAL - CONTRACTOR, MOUNTED ON PANEL BEHIND METER SOCKET. �9 3/4'x 10'-0' LONG GROUND ROD WITH 1 0 4 AWG TYPE THWN GREEN �4 POURED CONCRETE BASE, 6' MIN. THICKNESS, EXTEND TO 6' INSULATED GROUNDING CONDUCTOR BONDED TO LOAD CENTER CIVIC Center East Parking Lot Expansion BEYOND OUTSIDE DIMENSION OF ENCLOSURE WITH MIN. 2% SLOPE O INCOMING LINE CONDUIT AND WIRING. PROVIDE 3" PVC SCHEDULE 40 FOR DRAINAGE. CONDUIT WITH SWEEP ELBOW. COORDINATE DIRECTION AND LENGTH 10 OPTIONAL HEAVY DUTY, WEATi-IER RESISTANT PHOTO ELECTRIC CELL APPROVED BY: DATE: iL)A1� Underground OF CONDUIT STUB-OUT FROM ENCLOSURE WITH PLAN DRAWING E2 MOUNTED TO ENCLOSURE WITH TAMPER RESISTANT FASTENERS. CITY ENGINEER RCE: 24953 0 9 O5 FINISHED GRADE. UTILITY COMPANY. � Service Alert © BRANCH CIRCUIT CONDUIT WIRING FROM PANEL. REFER TO DESIGN PLAN PREPARED BY RECOMMENDED DRAWING E2 FOR CIRCUITING t ROUTING TO DEVICES. O POURED CONCRETE BASE, N F THICKNESS, EXTEND TO SL TC CITY OF RANCHO CUCAMONGA t�� Call: TOLL FREE BEYOND OUTSIDE DIMENSION OF ENCLOSURE WITH MIN. 2�e SLOPE 10500 CIVIC CENTER DRIVE 1 —800-422-4133 C ENCLOSURE MOUNTING PANEL. FOR DRAINAGE. DRAWN RANCHO CUCCENTER , I 91730 SHEET Yo 14 � I5 Two WORKING DAYS BEFORE You DIG PANEL ' 'LiA " f=EDEST,4L SCALE 2 METERED PANEL "Li " $ "L2 " i�EDESTAL SCALE i NONE CHECKED R.C.E. NO DRAWING NO. NONE KK DATE FILE NO �7�O VOLTAGE 120/240 10 31111 PANEL L1 LOCATION METERED PEDESTAL "LI" BUS AMPS 200 TOP FEED ❑ SURFACE MTG. MAIN BREAKER ❑ 225 AF. 200 A.T. BOTTOM FEED ® FLUSH MTG. ❑ LIG -J ING FIXTURE 5CJ-4E DUL E LUGS ONLY ® REMARKS DESCRIPTION VOLT-AMPS L OUTLETS C C BUS C G OUTLETS L l VOLT-AMPS DESCRIPTION INPUT LAf"1P5 I MANUFACTURER A B L L R M B K A B K B L R M L A B TYPE DESCRIPTION VA 'MOUNTING ,l j CATALOCs NO. REMAR+<S PARKING AREA LIGWTNG 1490 1 ' i 10 + 1 I 20A I 1 -� `- ' 2 ' - I 180 CONVENIENCE RECEPTACLES � NO. WATTS TYPE 1490 • - 1 2P 13 SPAULDING • 240 VAC 1192 • 8 20A j5 . -�-- 6 . - I 180 O AREA LIGHTING FIXTURE 298 I 1192 • - 2P - -� $ - I 1200 ACCESS CONTROL SYS. DXS-1021 WITH ASYMMETRIC PATTERN I 250 5250 POLE CE1-PM-5250-111-2d0-DB2 SEE NOTE • I ! 2 1490 • 10 j 20A j 9 T' 110 ; - � I � L � 300 I j LIGHTING CONTROL 1490 • - 2P 11 12 - 200 i IRRIGATICN CONTROLLER SUB-FEED TO PANEL "LIA" 2880 I 60A 13 -r 14 ; - - SPACE SAME AS ABOVE 2gg 1 SPAULDING • 240 VAC ! _ O EXCEPT DOUBLE HEADS EACH EACH 250 5250 I POLE SEE NOTE • 1 ! 2 540 2P IS 16 SPACE 11 IS 19 120 - I $PAULDING • 240 VAC SUB TOTALS 1052 4112 660 1580 SUB TOTALS O SAME AS ABOVE I 1 1112 6292 , 14004 c 64.3 C WITH FORWARD THROW 298 250 5250 POLE GEI-PM-5250-1V-240-DBZ SEE NOTE • 1 ! 2 CONN. PHASE TOTAL: A B CONN. PANE_ TOTAL VAt MAX. CONN. LINE CURRENT AMPS (KVA) PANEL TOTAL 14 • L.G.L. l�5) 2.08 16.08 KVAI BALANCED CURRENT 61 AMPSt DESIGN LOAD KVA * ESTIMATED LOAD LIG-ITING FIXTURE 5CPEDULE GENERAL NOTE5: 1. ALL LIGHT FIXTURES SHALL BE FURNISHED AND INSTALLED COMPLETE VTw ALL VOLTAGE 120/208 1e, 3W PANEL "LIA" LOCATION PEDESTAL "LIA" NECESSARY WARDWARE, FITTINGS AND LAMPS. BUS AMPS 100 TOP FEED� ❑ SURFACE MTG. :R 2. COORDINATE EXACT FIXTURE TYPE, ! LAMPS WITH TWE CITY OF RANCHO MAIN BREAKER 52100 AF. 60 A.T. BOTTOM FEED ® FL USN MTG. C) LUGS ONLY ❑ REMARKS CUCAMONGA'S LIGHTING CONSULTANT. DESCRIPTION VOLT-AMPS L 1 OUTLETSC C ; gUS C i C OUTLETS L VOLT-AMPS DESCRIPTION C . KI K C A B L L R 'M B � T1 A B TI B L R M L A B 30A RECEPTACLE 2880 I - I T! 2 - I 180 CONVENIENCE RECEPTACLE CONVENIENCE RECEPTACLE 180 4 - - - SPACE SPACE - I - - 15 1 + 6 1 - I 180 CONVENIENCE RECEPTACLE SPACE F I X I U R E 5 C 4-4 E D U L E SCALE NONE i i II 12 - 13 SuB �C'.a�3 ?88r 80 - - 5�B TC'ALS CONN. PNA5E TOTAL: A 2880 B 540 CONN. PANEL TOTAL 3420 VAt MAX. CONN. LINE CURRENT 24 AMPS (KVA) PANEL TOTAL 3.42 + L.G.L. (,25) 3.42 KVAt BALANCED CURRENT 14.25 AMP5t DESIGN LOAD KVA VOLTAGE 120/240 1♦, 31.0 PANEL .,L2" LOCATION METERED PEDESTAL "L2" BUS AMPS 200 TOP FEED ❑ SURFACE MTG. O MAIN BREAKER ❑ 225 A.F. 200 A.T. BOTTOM FEED ❑ FLUSH MTG. ❑ LUGS ONLY ❑ REMARKS DESCRIPTION VOLT-AMPS L OUTLETS C C i gUS C C OUTLETSi L I VOLT-AMPS DESGR!PTION C K K C A B L L R M B T A B T B L JR !IM L A B ICS-200 ELECT. VIEW. GWA GER 3840 1 1 1 1 1 40A I I 1 21 40A 11 3840 1 UM1200 ELECT. VEW. CWARGER FOOTWILL BLVD. U, 3840 - 1 2P 131 4 i 2P - 3840 lil f1?00 ELECT. VEW. CWARGER 3840 ; I 40A ! 5 -i 6 40A 3840 ICS-200 ELECT. VEW. CWARGER = ci D m 3840 2P 11 2P 3840 LAUREL ST. n SPACE9 -�� 10 SPACE Z ►� n I II —L 12 j 13 14 ' ST I5 - -1- 16 I 1 11 T� 18 CIVIC C=NTE?. CR a i 19 201 n SUB TOTALS 1680 1680 1680 1680 j SUB TOTALS METAL CONDUIT n CONN. PI-aASE TOTAL: A 15360 g 15360 CONN. PANEL TOTAL 30120 VA MAX. CONN. LINE CURRENT 64 AMPS (KVA) PANEL TOTAL 30.1? + LGL. 125) - 30.12 128 c KVA BALANCED CURR>=NT AMPS± DESIGN LOAD KVA PVC SLIP/TNREAD FITTMG FINISHED FLOOR FLUSH WITI-I FLOOR D m ( I ARROW RrE. D— N D 4 a — a VICINITY MAP °a ° ` MCONAN/OAL SS SCALE PANEL SCHEDULESNONE 8 i ° ��G � ✓�, "' K OONsIJLT/NO r=Ef - / \� EARTH ? 19 Sinno & Keyfouver Engineering, Inc. * 3 * 421 EAST HUNTINGTON DRIVE Jj FSE �� MONROVIA, CALIFORNIA 91016 4 626-930-1383 Fax: 626-930-1385 CAS F a Job No: 00084 CONCRETE ° 4 ENCASEMENT d Q CITY DESCRIPTION OF REVISION DATEAPPROPRO VED: PVC, cON0u1T — a CITY OF RANCHO CUCAMONGA 2' MtNALL AROUND Title Sheet SCHEDULES AND DETAILS Civic Center East Parking Lot Expansion Under APPROVED BY: DATE: ' �U o g CITY ENGINEER � i�� k� RCE: 24953 round Service Alert DESIGN PLAN PREPARED BY: RECOMMENDED Call: TOLL FREE TC CITY OF RANCHO CUCAMONGA Cams- 1 —800-422-4133 RANC CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET SCALE YO 15 of 15 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND CONDUIT 5TUS - UP DE TA 1 L NONE I CHECKEDKK R.C.E. NO DRAWING NO. � o DATE FILE NO _ __