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HomeMy WebLinkAbout2117 GRADING GENERAL NOTES V I Gr I N I rTY M A P 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT PLANS AND ® SPECIFICATIONS, THE CITY OF RANCHO CUCAMONGA STANDARDS, THE rr�r MON,1 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - "51-611i. oZ003 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS AND AMENDMENTS# 11111 019199- (19*wFle"141A 8whowls sees) ovowo*-iii IQ 1eol C I ec Ic n an I IA8 1Aa I CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS, CODES AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT sr AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST LL ic P III TI TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY Ph4QS8 DAMAGE TO EXISTING FACILITIES RESULTING DIRECLY OR INDIRECTLY FROM HIS OPERATIONS, WETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR 1 RIGHT OF WAY. AId A 5. GRADE STAKES SHALL BE SET BY THE ENGINEER UNDER CONTRACT TO THE C I a � 8 to Li h V4 � - CITY OF RANCHO CUCAMONGA. 148 6. ALL UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR Q } r TO PLACEMENT OF SURFACING OR PAVING. 7. COMPACTION TESTSOF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES P��oyIpGDBY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER P JE T FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR TE A Et 8. SURFACING. PLAN LEGEND CON�TRUG�TION NamE �' T.C. TOP OF CURB �� of O✓EREXCAVA1101V 45 l6 AAI N, r�rs�A7IVlr Q N.T.S. 9. ta-- CONSTRUCT 4 P.C.C. (520-C-2500) OVER COMPACTED NATIVE f12 4011 6000 11IM01111400- M9 &F& ONC.F. CURB FACELL COAAAAl7tALL /gY/lV PG/ '�4F 3SCA?l l �/jVO 3 t uv5olvrie6N-4�,do�<fo7�. JVI/N/l�lArjv,C eoMPNCYI"). COM Ae-rerp IVAr/Vr Mvrkw - AC�7,G���L A.C. ASPHALT CONCRETE AA 3 2 CONSTRUCT 6'N CONCRETE HEADER R CI1'Y�OF ANCH0 O"A STD PLAN 534. sr S g� 10. F.L. FLOWLINE FA I3 CONSTRUCT 4" ECOMPQSEQ G N E AVER C91 ACTED NATIVE /9" OF t3V4!R6XCAVi�r/on1 '�, /1n�N �trG.�riv�sQ Sr L 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS LIP LIP OF GUTTER OMPACTION Y=uS G ' dyy S k�C!`,A1/4�,(3/�LOW OV r! gVATIOI/V �IU��t, 4,/�11 !V( eALA /I/r% Co/�,�P/�crjaN), COM Acrlw N4rIVF � OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING T.G. TOP OF GRATE %YAL-L I:X �� A NIIN/Mu�n OF /Z�� .3tEYDNI� rf/ C,�, H,gglJ<�75 hOIrC 7N� [�( 7i�,gi�, - ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR a4 -- CONSTRUCT 4 P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. sr DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER INV. INVERT OF PIPE REFER TO PLAN FOR WIDTH (W). THAN THE NATIVE MATERIAL. T.W. TOP OF WALL 12. ESTIMATE OF QUANTITIES IS PROVIDED 8Y THE ENGINEER ONLY FOR THE 5 - NOT USED CONVENIENCE OF THE CITY, THE CONTRACTOR SHALL MAKE HIS OWN T.F. TOP OF FOOTING DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. H.P. HIGH POINT 6a- RELOCATE EXISTING UTILITY HANDHOLE/PULLBOX. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY F.S. FINISH SURFACE 77 -- REMOVE EXISTING STORM DRAIN INLET/OUTLET STRUCTURE. PROJECT SHEET INDEX: LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. F.G. FINISH GRADE 8a-- RAISE UTILITY CAN AND COVER TO GRADE. PROJECT SHEET 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM GR. BRK. GRADE BREAK 9a-- NOT USED SHT. jDESCRIPTION RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PIAN REVISIONS SHALL F.F. FINISH FLOOR 1 PROJECT TITLE SHEET BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. C.L. CENTERLINE 10 NOT USED 14. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 2 DETAILS AND TYPICAL SECTIONS FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANEDR/W RIGHT-OF-WAY 11 REMOVE PORTION OF EXISTING P.C.C. SIDEWALK. UPON REQUEST OF THE INSPECTOR. 3 PLAN & PROFILE - Archibald Ave to Sta. 18+00 15. EXISTING OR NEWLY DAMAGED AND/OR DISPLACED CONCRETE CURB, GUTTER PT. POINT &_ CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. SIDEWALK OR DRIVEWAY SLAB THAT IS WITHIN THE RIGHT-OF-WAY SHALL BE EXISTING TREE TO BE REMOVED PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8"x8" POSTS AT STEP THROUGH, INSTALL 4 PLAN & PROFILE - Sto. 18+00 to Stu. 27+50 REPAIRED OR REPLACED, AS NOTED BY CITY INSPECTORS, BEFORE FINAL SUBJECT TO TREE REMOVAL PERMIT 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, ` ACCEPTANCE OF THE WORK. ti. S PLAN & PROFILE - Sta. 27+50 to Stu. 38+00 rCl 1'i �ARnS SHEET 11. J � 16. COMPACTION SHALL COMPLY WITH I PROPOSED GRADED SLOPE ' 17. OBSTRUCTIONS TO PROPOSED IMPROVEMENTS IN THE RIGHT-OF-WAY SHALL 13 CONSTRUCT P.C.C. ACCESS RAMP. REFER TO DETAIL, SHEET 2. 6 PLAN & PROFILE - Sta. 38+00 to Sta. 47+50 BE REMOVED OR RELOCATED BEFORE BEGINNING CONSTRUCTION OF THE 7 PLAN & PROFILE - Sta. 47+50 to Sta. 57+00 PROPOSED IMPROVEMENTS. PROPOSED ASPHALT CONCRETE PAVING 14 CONSTRUCT VARIABLE HEIGHT (0" MIN., 33" MAX.) P.C.C. CURB. 18. IF APPLICABLE, SUBMIT SHORING PLANS AND CALCULATIONS. 15 REMOVE PORTION OF EXISTING R.C.P. STORM DRAIN. 8 PLAN & PROFILE - Stu. 57+00 to Haven Avenue 19. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE. TREES Q FIRE HYDRANT 16 REMOVE EXISTING SIGN. 9 DIMENSION & STRIPING PLAN - Archibald Ave to Sta. 43+00 `. AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER/CITY INSPECTOR. 17 REMOVE PORTIONS OF EXISTING CHAIN LINK FENCE. 10 DIMENSION & STRIPING PLAN - Sta. 43+00 to Haven Ave 20. AFTER REMOVAL OF DEBRIS, EXISTING FILL OR DISTURBED NATURAL SOILS �. SHEET FLOW DRAINAGE SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL �. _ EARTH SWALE AND DIRECTION OF FLOW 18 REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. 11 SIGNING & STRIPING DETAILS ' ENGINEER/CITY INSPECTOR. 21. THE GEOTECHNICAL ENGINEER/CITY INSPECTOR SHALL THEN INSPECT THE 19 REMOVE EXISTING TREE. 12 ELECTRICAL LEGEND, NOTES & DETAILS EXPOSED SOILS, AND ANY ADDITIONAL OVEREXCAVATION SHALL THEN BE MADE 3.80% _ GRADE WITH DIRECTION OF FLOW 20 REMOVE PORTIONS OF EXISTING ROCK & COBBLE RETAINING WALL. 13 LIGHTING PLAN - SEGMENT A IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATION AND vs AS CONTAINED IN THE SOILS REPORT. 21 RELOCATE EXISTING SIGN NORTH OF PROPOSED BIKE PATH. 14 LIGHTING PLAN - SEGMENT B 22. THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12 {87}- - EXISTING GRADE CONTOUR UNE INCHES. BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT Q 15 LIGHTING PLAN - SEGMENT C ; LEAST 95% OF THE MAXIMUM DENSITY, " 16 LIGHTING PLAN - SEGMENT D --1332 PROPOSED GRADE CONTOUR LINE 30 PAINT 12 SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION :; COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE DETAIL, SHEET 11. > GEOTECHNICAL ENGINEER/CITY INSPECTOR. 17 LIGHTING PLAN - SEGMENT E �a 23. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING -X x_*_ EXISTING CHAIN-LINK FENCE 31 PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 11. W 18 ELECTRICAL DETAILS CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF PROPOSED CONCRETE BLOCK GARDEN WALL = ' THE GEOTECHNICAL ENGINEER/CITY INSPECTOR BEFORE PROCEEDING FURTHER. 32 INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 11. 19 ELECTRICAL SPECIFICATIONS 24. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE PROPOSED CONCRETE BLOCK RETAINING WALL1 ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT •,.• #4 33 INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. _____ PROPOSED DECORATIVE FENCE/WALL PER N 20 TRAFFIC SIGNAL PLAN - GENERAL INFORMATION & DETAILS PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON ------ - LANDSCAPE ARCHITECT'S PLANS 34 PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. �'- Z PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. �'- S 21 TRAFFIC SIGNAL PLAN - HERMOSA AVENUE 25. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND TRAFFIC SIGN o- , REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS Q 22 TRAFFIC SIGNAL PLAN - RAMONA AVENUE AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND LANDSCAPE ® REMOVE EXISTING " 23 LANDSCAPE ARCHITECTURAL PLANS TITLE SHEETy IRRIGATION LINES. 51 CONSTRUCT 18" DIA. 14-GAGE C.M.P. STORM DRAIN. 24 CONSTRUCTION PLAN 26. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE CIVIL ENGINEER OF RECORD. 52 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA 27. ALL PORTLAND CONCRETE CEMENT (PCC) WATER CARRYING DEVICES WITH EXISTING RETAINING WALL STD. PLAN 328, CASE 3. 2S CONSTRUCTION PLAN MINIMUM SLOPES LESS THAN 0.5% WILL BE WATER TESTED PRIOR TO FINAL 26 CONSTRUCTION DETAILS FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SHALL PROPOSED STORM DRAIN 53 BREAK INTO EXISTING CHANNEL WALL AND CONNECT PROPOSED 18" C.M.P. REPAIR CHANNEL WALL AS 4. BE CAUSE FOR REMOVAL AND REPLACEMENTS. NECESSARY. 27 IRRIGATION PLAN 28. THE CONTRACTOR SHALL PREPARE FOR REVIEW AND APPROVAL BY THE CITY OF RANCHO CUCAMONGA A STORM WATER POLLUTION PREVENTION PLAN 54 NOT USED 28 IRRIGATION PIAN (SWPPP) IN ACCORDANCE WITH SECTION 7-8.8 OF THE PROJECT PROPOSED AREA DRAIN SPECIFICATIONS AND COMPLY WITH ALL PROVISIONS THROUGHOUT THE 55 CONSTRUCT 12" 14-GAGE C.M.P. RISER PER DETAIL, SHEET 2. 29 IRRIGATION MASTER PLAN DURATION OF THE PROJECT. 56 CONNECT C.M.P. STORM DRAIN TO EXISTING R.C.P. STORM DRAIN PER CITY OF RANCHO {"1 CUCAMONGA STD. PLAN 311. z 30 IRRIGATION DETAILS g 31 PLANTING PLAN 32 PLANTING PLAN 33 PLANTING DETAILS 34 IRRIGATION SPECIFICATIONS " SPECIAL NOTE REGARDING ADDITIVE ALTERNATES 35 CONSTRUCTION AND PLANTING SPECIFICATIONS x L� " c.��� 1. ALL ITEMS NOT SPECIFICALLY DESIGNATED AS ADDITIVE ALTERNATES ARE TO BE "BASE BID", INCLUDING GRADING (CLEAR & GRUB, SUBEXCAVATION, REMOVALS, NOTICE TO CONTRACTOR UTILITY CONTACT EXCAVATION AND RECOMPACTION, IMPORT AND/OR EXPORT, UNSUITABLE MATERIAL =` REMOVAL, ROUGH GRADE TO t0.1', ETC.) FOR ALL IMPROVEMENTS ON THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROJECT PLANS WHETHER DESIGNATED ADDITIVE ALTERNATE OR NOT. 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 PLANS ARE NOT INTENDED TO SHOW WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 2. REFERENCE TO ADDITIVE ALTERNATE NUMBERS (IDENTIFIED AS AA ,JX) DENOTED LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 10440 ASHFORD STREET ON PROJECT SHEETS 1 & 23 OF 35 OF THIS PROJECT SHALL APPLY TO ALL PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PIANS. P.O. BOX 638 DENOTED ITEMS ON ALL PROJECT SHEETS. CALIFORNIA 91730 /ct/'/OK5 Rs✓rsians �Z�/3-O� THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PIANS WERE TAKEN FROM RANCHO CUCAMONGA, 3. ADDITIVE ALTERNATE �1 DOES NOT APPLY TO THIS PHASE. CITY RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR GAS SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 oFEss/ PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING QR E otiq` DESCRIPTION OF REVISION DATE APPROVED VALLEY BLVD. �:�,�-�.�_���.. ,,._.. P:E���_.�..��,_`��_ �..rF �k� �.. �,.�_ ,�F���,�_ ��.�4 ;��a��f.����,.�s,�x .s �,z�_,,�;� , ..,�-��.,... � ��. ,..�;:.�_ r�: ���o \�� IVF UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 9 F WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING FONTANA CALIFORNIA 92335 ti CITY OF RA14CHO CUCAMONGA SERVICE CONNECTIONS WHICH MAY AFFECT OR 8E AFFECTED 8Y ITS OPERATIONS PRIOR TO STARTING WORK c� � ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 a 7951 REDWOOD AVENUE R.C.E. 29224 rj'UU SHEET START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, FONTANA, CALIFORNIA 92336 REVISIONS OR MODIFICATIONS. Civil- ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS TELEPHONE : VERI 1 sTgTF OF CAL�fPacific Electric Inland Empire 'I rail SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND CTO MOJAVE DRIVE, BUILDING A (760} 245-0330 UNDERGROUND SERVICE ALERT: THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE VICTORVILLE, CALIFORNIA 92392 Phase 3 "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE CABLE : CHARTER CABLEVISION (909) 343-5165 0 OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS'. 6680 VIEW PARK COURT CALL TOLL FREE ARCHI BALD AVENUE to HAVEN AVENUE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS RIVERSIDE, CALIFORNIA 92503 1-800-227-2600 Dan Guerra , COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF P ROJ EG`�T H E N�H�A RK: p � APPROVED BY: - DATE /� a� FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT (909) 873-8022 CITY OF RANCHO CUCAMONGA REPLACEMENT BENCHMARK OC Associate$ 24953 LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY CITY ENGINEER � / R.C.E. No. 282 S. SYCAMORE AVENUE ORDERS". RIALTO, CALIFORNIA 92376 2&' BRASS DISK STAMPED "REPLACEMENT BENCHMARK" TWO WORKING DAYS BEFORE YOU DIG CIVILIENGIEM �! tNNDeURVEYM DESIGNRECO MENDED IN LIEU OF CITY OF RANCHO CUCAMONGA B.M. 10056 "CAUTION": Remember that the USA Center 10¢718 TRADEMAF6( � DGA �a11 GlileY`1�a CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE IN TOP OF CURB AT NORTH B.C.R. AT THE NORTHWESTnotifies only those utilities belonging tPAN"CUCJ4MONGA, CA 91730 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS CURB RETURN OF BASELINE ROAD AND HAVEN AVENUE. the center. There could be other utilities PH (909)987.4306 FAX(90®)941-1628 DRAWN & �$sOciate$ SHAT AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL present at the work site. The center will WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE inform you of who(m) they will notify. DGA 1 11 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ELEVATION: 1317.77 N PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM SOLE NEGLIGENCE OF 11,10-04 10271-B TRADEMARK STREET THE OWNER OR ENGINEER. RCE ! 107 CHECKED DRAWING No. oAN E. oATE �/r PH ))9sa� FAX L1 15218 2117 PROJECT Sheet No. 1 of 35 i _ UNDERGROUND SERVICE ALERT: _ _ =-=�==-�„3 - 40 VARIES 40' VARIES 40' VARIES 30.5' 6' VARIES a -12' 28' r -9.5' 30.5' 28.5' VARIES 28.5' VARIES CALL TOLL FREE 55 T.G.=1382.65 ~ �.---- � , ; rj , i , F.L.7- 1.65- - `- /• -- - -- -_ _ ...----�=_ a `� z x 1-800-227-2600 z � Z_j - _.r--= f', � _., z 1 °` Iw, I 1 v� t i c� t� 1 1 Iw J _j cc i ; cam,' �I `; I" --j TWO WORKING DAY F �: , � v `�n v SBE ORE YOU DIG LET STRUCTURE ', -i ? I ( �-, "CAUTION": Remember that the USA Center F 2 -.I a notifies only those utilities belonging to REMAIN -1 1 , Iw a I� - i -1 , b the center. There could be other utilities �UTLE "-- 2' �2' , .Q J a 1' _i, N3+ 3+ _ .Q present of the work site. The center will J -iinform you of whom) they will notify. " - 22ii EXIST. 48 R.C.P. / R '`- '"`-' \ 1' -1' 1 II I 2+ 1 t 1, I /w 1 JOIN EXIST. S.D. , 5 INV.=1378.30 `-4 2 2, Z ! I (INV. 48"=1377.8f) W Lb, F t N N I I 1 ? I I Z t STORM DRAIN LATERAL DETAIL - STA. 15+351 _ SCALE: 1"=20' N x� ( , r N I N N I Q 1 1 1 c�j I L 1 -rills ` 1 1 N � e N 1 ; TYPICAL SECTION ,��. -. - -- ---- ----. - - -- -- -- -- -- -- ------------- -- --- - -- --- -- ; - --- C.L. R/UV Sta. 13+00 to Sta. 15+00 ZE / ----. -- ` -J NOT-TO-SCALE ~ TYPICAL SECTION 1 s T.G.=73.5 �.`moo S`o Q• , A ' o`r F.L.=72.50 ��' �� 4 • ( � TYPICAL SECTION C.L. INV.=69.0s 8' R/1N Sta. 24+50 t0 Sta. 36+50 80' C.L. R/W Sta. 16+50 to Sta. 20+50 NOT-TO-SCALE 40 40 ; NOT-TO-SCALE -- - a w I 1.., RIW61. Iw CL w oc i 80 �� !� J -' 40' 40' 3 _- e �. _ - -__ ' . s v ?S 1 a I i v► ci cn ci 4' square p i c, 1--12' 28' 6' 34' r . - Il i I II v;i ci 1 .� in 1 OR 2 1.50 1 1.50 -J 1. -2 �i' I i 3 1 SHOULDER st EXIST. GRADE TW 69• i X65` 00" S - 67• `� Q i t2' o -1 w a w v v 1 i��� EQUALLY SPACED LES '-�- - R=22.50' Z I i ' og 'I !a IQ al , v L=17.67 N 89 20 45 W O . I I Icn v Iv, ( 1 _ LEVEL LINE .--- �� -19.9J' n 1' - Z /.. . . . . .. . . . . .. . ... 2:1 MAX TO DAYLIGHT t 1 v R W BIKE PATH OR MULTI-PURPOSE v a ! , TRAIL O '0 O w � d 4 N z N 4" P.C.C. - - 4" P.C.C. N N 2� N I i . _- - ------ STORM DRAIN LATERAL DETAIL - STA. 15+35f `" N ' ,yw 12" DIA. 14-GAGE C.M.P. SCALE: 1"=20' z � .. 4 1 N N N TYPICAL SECTION N C.L. RM Sta. 37+50 to Sta. 49+00 55 C.M.P. RISER DETAIL "' O NO SCALE NOT-TO-SCALE \ JOIN EXIST. COBBLE WALL WITH PROPOSED CURB. RECONSTRUCT DAMAGED PORTIONS OF I� I II -JOIN EXIST. COBBLE WALL WITH PROPOSED \ EXISTING COBBLE WALL IN KIND. ; I CURB. RECONSTRUCT DAMAGED PORTIONS OF tW73.91) II i EXISTING COBBLE WALL IN KIND. • C 73. 1 ' I (TW75.53) PROJEOT BENOHMARKe II 53 CITY OF RANCHO CUCAMONGA REPLACEMENT BENCHMARK " F. 17"73 C.F. FL72.22 TC73.70 FS73.73 i L72.65 I' TC75.52 0" C.F. TYPICAL SECTION 2�i" BRASS DISK STAMPED "REPLACEMENT BENCHMARK" C.L. RN Sta, 50+00 to Sta. 61+00 IN LIEU OF CITY OF RANCHO CUCAMONGA B.M. 10056 FS73.63 FS72.29 18 F IN TOP OF CURB AT NORTH B.C.R. AT THE NORTHWEST --�--- o - ; 11 � FS72.77 FS74.1 i -/ - CURB RETURN OF BASELINE ROAD AND HAVEN AVENUE. T TC73.12 14 -... -i NOT-TO-SCALE FL 2 STCC7 61 ELEVATION: 1317.77 --- -= -- -- --_- - -----_-_-- if -- ----- 1 -- -- -- - - -- --f- .6 _ ' ' CO mRUdmIO OTD - P773. 6 I W 13 tCT3:`r4 CONSTRUCT 4" P.C.C. 520-C-2500 OVER COMPACTED NATIVE �,� 3 � � 11 � FL72• � d --_.... :.:_-- G ( ) - 12 O �5' O•!yti 0071, aQz 18 11 T 14 ' > n 1 2 CONSTRUCT 6" CONCRETE HEADER PER CiTY OF RANCHO CUCAMONGA STD. PLAN 534. .91 C1`ti F SC73 43 i 0° .�`� 33 CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIVE O Q O4 - CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. 2 " F FL71.66 � � 1•� -mss___ -�•--�"- Q REMOVE EXISTING STORM DRAIN INLET/OUTLET STRUCTURE. Q UGtPlOuS Rc!VI jfaAS fS72 ?,r y� 1 18 0 3 11 REMOVE PORTIONS OF EXISTING P.C.C. SIDEWALK. �A �fQW2''4F GVH CAVAt10N q,5a/• MIS• RFLA�Vr CO ACl/AN PLuS 4��Of �CA/1JF/tll7/OA/ OV 4x XCAVAT IOA 410'/6 MINA LATIV& COMPACt10N�, COM PACIWO = (��� ,�E•Yonrn �AC/l /nE' of �c,C, DESCRIPTION OF REVISION DATE ,�PRo� 2 > �, t?°c J 18 11 ti�� ���'� 13 CONSTRUCT P.C.C. ACCESS RAMP PER DETAIL HEREON. NA-W SHALL rX-rFNO Tc A MIA1, o i V^ 14 r 2 12 Y, -:-_-• - ._ a t ` � ' �i ?B TC72Al I t3 �� ���i� 14 CONSTRUCT VARIABLE HEIGHT (0" MIN., 33" MAX.) P.C.C. CURB. A CITY OF RANCH® CUCAMONGA FL71.12 TC72.55 : - - R OF CVf�FXCAVA-r10jV 9G% M/N, REL 11V9 CGMAAer1eiV PLUS 4"0F SCARI F/CA'r14/Y FL71,49 15. : 35'----� 16 REMOVE EXISTING SIGN. 01GI o V, 35' Qo% M//V. AF,-A nvo CvMPACTGlI), evAl oACtfo DI',T'AII.S & SECTIONS - - -� 17 REMOVE PORTIONS OF EXISTING CHAIN LINK FENCE. ATIV 5 A�4 �1W0 TD A MIN or 1911 ,DEYGnt,� ril f P.C,C, NfilOPRS 4 TG7a� a' 1 ' S, 1 _ 18 REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. Pacific Electric It2lmid Empire Trail E• F 7 TC72.16 �- - -�._. •____, L' 'ti 18 �'`~ . FL7 11 , - 14 . � f _ 19 REMOVE EXISTING TREE. P}lr�.se 3 O 5� � 1.53 I 1 i t i` _ -_ 1 - 20 REMOVE PORTIONS OF EXISTING ROCK AND COBBLE RETAINING WALL. 2 �` F•F`' FL70.51 �1.77 ! ^^ �,,.� 2 FL70�2 TYPICAL SECTIONS & DETAILS 0�'1 .0 9 I 071.31 �,�� 1 ~� c� 50 CONSTRUCT 18" DIA. R.C.P. STORM DRAIN (1500-D). Dan Guerra , FL7 � FL70.25 ; o� ' �� APPROVED BY: O6 1 ' e� f E co < CITY ENGINEER 24)"C RCE. No.--?1953 o QR �N1 & ,Associates 52 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 328, Qp�' F���Fye OWB • IM PYNEM DESIGN RECO LIE DED CASE 3. i 10271-8 TRADEMARK STAEET Ld m RANOHO OXAMONG& 91730 DGA fan Glue rra 53 BREAK INTO EXISTING CHANNEL WALL AND CONNECT PROPOSED 18" C.M.P. REPAIR CHANNEL WALL AS � R.C.E. 29224 � PH ('806)987.1306 FAX(906)941-1628 P.C.C. ACCESS RAMP DETAIL @ HERMOSA AVE NECESSARY. DRAWN & ,�1SSOclateS S T SCALE: 1"=20' 55 CONSTRUCT 12" 14-GAGE C.M.P. RISER PER DETAIL HEREON. s� cNI� a�P DGA 2 OF 11 Q-Af C0NSIRUCT VEHIg� GAIV Wt'1W SIDE ACCESS PFR CITY Of RMCAID CvCAJ W.*A "A. Jft" Mi-C AHC Moot-CPP� TF ofc^��F10271-t3 TRADEMARK STREET F0L�prnrt: PL'l:StP g��A>B•,pv Ar STrf' 7"NRous# fKFrA6t 2. %4 PIA. GA�✓AN1200 o'rOEL ,qPM a E DOM CHECKED X10 CUCAMONGA CALIFORNIA 91730 DRAWING No. FNP Pail Ar SW 6y ooeo, RE-r '? Ta O6 rA/L 5 f.�r . R S NM EV. 1-07 K � PH(909)987x1306 FAX(909)941-1528 2117 PROJECT Sheet No. 2 of 35 5 c. PROJEdT BENdHMARK . CITY OF RANCHO CUCAM 0NGA REPLACEMENT BENCHMARK cc _ _ _ _ 2Jz BRASS DISK STAMPED REPLACEMENT BENCH MAR • _ . - _ _ - - IN LI EU OF CITY OF RANCHO CUCAMONGA B.M. 10056 _ - _ N or NORTH B.C.R. AT THE NORT HWEST AOL , _. CURB ts RETURN OF BASELINE ROAD AND HAVEN AVENUE. - -_ v . .- _ 01 0_ Y - _. .j o) o) _. 1 C. _ ELEVATION, - - __ P00 REGARDING NOTE-- N EXISTING UTILITIES ... .. .. _. - . _.. c ,•� _ _. y,. Cj M " - � > ON THESE THE LOCATION HOR ZONTAL do VERTICAL AND EXISTENCE OF UTILITIES SHOWN r 0 0� - - $ _ - ESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. TCN; � THE CONTRACTOR IS HEREBY NOTIFIED TOP fi POTHOLE ALL EXISTING UNDERGROUND v oo _ Q UTITLITIES WHETHER SHOWN ON THESE PLANS ,., ( OR NOT TO VERIFY HORIZONTAL - AN 3 26 D VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. o _ _ _. 4► OO X S NG G DE AT ,L. 81 E TH - _ _ _ Qo �n - . - - Co mRuc+mTo _ NS N OTD N S 4 RO OS D .S. T .1.- BI R TH _- N _ - 0 1 CONSTRUCT 4 P.C.C. (520-C-2500) OVER COMPACTED NATIVE , +r, o _ _ _ 2 CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. _ _ C► _ V"11 _- �. 50 . - _ _ -•- •�- _ co- _ 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER COMPACTED NATIVE y. + 4 + �1► - __ IfiAii�li�r _ N - 0 - : .C, - _ _ _ £8 r-• 12 _ _ _ .+ CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. D m _ „ - - - ca PLAN 1006 C AND MODIFIED AS FOLLOWS: DELETE 8x8 POSTS AT STEP THROUGH,: UGH, INSTALL ' - " a > _ - 2 1 2 DIA. GALVANIZED STEEL XIS 1NG G DE AT Lr M T : v , / EL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, I U OS TRAIL - ai N ci �, k }-. SHEET 11. , > m _ o _- C6 6 a vS cJ $ -- 33 INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. - + 51 CONSTRUCT 18 DIA 14 GAGE C.M.P. STORM DRAIN. Op N N N ♦. CO _ . MOO IE 2 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA _ t5 m 328. CA STD PLAN SE 3. __ - OP SE f. f t UL 1 RP SE t1 __ _ • _ 55 CONSTRUCT 12 14 GAGE C.M.P. RISER PER DETAIL SHEET 2. - - �.- . _ . . X15 ING G DE.AT- L. MU TI UR OS TAIL- _ t7 ii i, _ F d �A ? a 7 M/ t! F COMAAC716M P6Ub F M COR lATI � ISM � (12 o V�REX Vg 1 n/ 95 N, /�G�! V 5 /F/ BL4GOW 4✓ERCXCA VATI o/V 9'G /e MIN, REI ATI v,C Cr m vA e-rl 6^0. CQMP/f e rao l o C /�/A71✓F SNAL E �EXTEMQ Tv A MIM oF' 3G• � Y MD yA^y SIDE a A �° ,!', OF- o U a R 1 - - : 1 F n/ 9 /o v r G►^/Pl sG F AII�/F/C�tTi6, - _ � 2 vVER�cCAvA7l M// . �i'EGAT/✓� CbMPAC ! l� CIL uW O g o V ,MAVATI on/ 4 M/A/. ) A v n/ Co ERS .E' Tlvx C Ml° cT/o 1. MPAC�,E/� i1 NATIVE SHALL xT o M a SMD A M E � I F i2 g.EYowia TNP /?C:r, s THE G7.C. TR _ A!L . PROFILE SCALES. HORIZ. 1 —40 - - VERT. 1 —4 _ 10 li 12 13 14 16 16 17 18 �! o � ! Z I I C> 3G � 00 R/W 1 (IST. FIBER OPTICS CONDUITS /� 1 1 R/W 1 �- � s ww ws ww ws ww ■ w w ww . w. w ww ws ww ww Nt PR OV M Mf "-`- +- -- ------ -- - -AT1CK - - -- - ---- - - _. -- ---es- `..- - ------= -- =---- =----=-- ----- (f� .�_ 4 138 IMPROVEMENTS r. - 2 - - 13..--� - w 14 - __ _ . __ 1380 W t _______ _ . __-_ -- __ __.._______-.______- _ __ _____-__ _____ _ _- _____ - S 3 � / Jam` __- _-•-'___.__._--- _. 380 t 1 -k' r _ _ _ -r -- - 1 -- _ 3 •�. �v t Ti-PURPO --f TRAIL 14 - 5 —1 / -y-`-EXiS UTLBT-'STRUCTURE PER-DWG ?�o - -_ - R W i - _ R/W 7 - v - EXIST. 48" R.C.P. PER DWG. No. 835 52 _ EXIST. CONCRETE WALL x � U REFER TO DETAIL, SHEET 2 I �/G�/'iou5 �tvif�j ons / ..aCOv QROFESS/pN DESCRIPTION OF REVISION DATE PRO Crry E. p���l�2 APPROVED ° CITY OF RANCHO CUCAMONGA w m a R.C.E. 29224 A Flan & Profile sT�rCIVIL. ��'" Pacific Electric Inland Empire Trail F OF Cio fly UNDERGROUND SERVICE ALERT: Pl1aSe c7 1�An 6114erra Archibald Avenue to Sta. 18+00 CALL TOLL FREE 1-•800-227-2600 & APPROVED BY: DATE ssociat" CITY ENGINEER 24953 R.C.E. No. C� ' U M SURRYM DESIGN ` REC TRADEMARK iM DED TWO WORKING DAYS BEFORE YOU DIG 111400 7 0 DGA Dan Guewra l� PH (909)98744306 FAX(OM)941-16M Q� SHE 'T "CAUTION": Remember that the USA Center D�'� � OC Associate-s notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will ,� DGA OF 1 1 inform you of who(m) they will notify. • �• 0271-8 TRADEMARK STREET CHECKED 1DRAWIN G No. E CaUERRA DATE K r PH")987-M 1 M FAX('908)941-15287 2 1 1 7 P. 99224 DO'. 1-07 r PROJECT Sheet No. 3 of 35 PROJEdT HENdHMARK. 2Y2>. B D _ RASS DISK STAMPED "REPLACEMENT BENCHMARK„ IN LIEU OF CITY OF RANCHO CUCAMONGA B.M. 10056 IN TOP OF CURB AT NORTH B.C.R. AT THE NORTHWEST CURB RETURN OF BASELINE ROAD AND HAVEN AVENUE IL ELEVATION: 1317.77 cat _ t 401-- I.C. 0_0 0 w _ - 8 do .V. . 1 73. 1 LJ - - -- - - - - NOTE REGARDING EXISTING UTILITIES EX STI G RAE A :-G L. fKE PAH oc • -v _ o - v - �.: �., N 4;.vi +n - _ _ k - m sn o v co $ THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN o { ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. tac `� $ N ,n $ + r\ M a v P PO ED F.S A :C. B E AT M o - M - • # .� "T - THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND _ M # Pr N .,. N _.. _ + ^` `�' UTITLITIES WHETHER SHOWN ON THESE PLANS OR NOT TO VERIFY HORIZONTAL 0. `. N _ _ _ _ . QX _ _ _ _ _ _ AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION # _ _ _ POP SE F. A C L. 1KE PAH 41 - XIS 1N0 GR DE ATC.L. MU TIS U Os r LGUIDE - v� XIS (NG AT C.L. BI PTH 4. M `r o �''_ .- 00 mRu mio oT� M. `� "' CONSTRUCT 4" P.C.C. 520-C-2500 OVER COMPACTED NATIVE ` _ O _ _ PROPOS D .G. AT .L. MU TI UR OS T 1L N cV M o : _ _ _ _ _ _ ,, _ } -- - M _ - PR PO ED AT C.L. TI PU PO E T AIL t 504 `� -- G N ( 2 CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. - - + Ni 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER COMPACTED NATIVE y _ _ N O PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. CONSTRUCT 4" P.C.C. SIDEWALK REFER TO PLAN FOR WIDTH (W). 1 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. PLAN 1006-C AND MODIFIED AS FOLLOWS. DELETE 8x8 POSTS AT STEP THROUGH INSTALL 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, SHEET 1 1. - . XIS IN GR DE AT C.t M LII PU PO TRAIL- - 16 REMOVE EXISTING SIGN. _ 19 REMOVE EXISTING TREE. STREET IDENTIFICATION SIGN P 33 INSTALLI N ER SPECIFICATIONS. CONSTRUCT 18 DIA. 14-GAGE C.M.P. STORM DRAIN. - 55 CONSTRUCT 12 14 GAGE C.M.P. RISER PER DETAIL, SHEET 2. T R R C p - _ _ _ _ 77 GQ . _ .CT R__ A ERL 0_ O A.k d�. E 1. k _ W - _ - _ P TAT T AN PA H - - _ _ : -- _ - - - _ BE BR UG T 0: HE ATT NT N OF: TH E IN ER. - NI u S �sTr Rry r1TivN 7r PG S ! 112 of ov�R�X�C�1vA o 98 /a ltin rn� )VOLR�::ari v� Con�r��Ic � c d II OM) oMP� _ _ 11r/Y OV RIsXICAVATI dN SIO/s N 1N. .7ff4A7lVI� C4NlPACTI C AC7"6'D YI LI CX-f D T& A MIN, oG 1D V� SNA �N 3 s /,�,rYanlD EACH S G PROFILE SCALES. _ - _ - _ n � .f- 02 oG OV06XCAvkrloN Rv /0 AAIN *T97 AivbF COPAPAC 166 PGuS G a' S .IQIr''!�'A7//q/ HORIZ. 1 —40 � d 0 � M! . ROGaTwE CoMPAcrla�►�), coM� Acr�r� _ _ _ _ __ _ _ _ _ _ _ _ �tl y. `� HiQ �/ VERT. 1 4 _ _ - _ _ _ _ - NA C 5 ALL �x M0 � ADMIN, o,' /2 139YO 0 t C,C 0a - EA RS - _ _ 18 19 20 21 22 23 . _ 24 26 26 27 1 i JOIN EXIST. CONCRETE SIDEWALK 1 j [ C) O ~ EXIST. FIBER OPTICS CONDUITS OO ,� EXIST. FIBER OPTICS CONDUITS ----- _\ 4 EXIST. CONCRETE WALL PROTECT EXIST. TELECOM to 1 v R/W 1 l j: ,�` VAULT IN PLACE 1 RAW N 1 + -- \ -- -- — KE FIAT _ 0� - - Av— s � N ... 12 3 E--=PAI _ . ..'r � � T _ ... 19 1 I T12 � . h 3 -$- - _ ... W ---- ---------- -------------------�� R_ ------ - - -- ---- ,.�. _ I _�' /' _._-._.-- -.�' C.L. R/W -__ . - _ -_--_._ _ __ _ _ _ _ — 373 f8 _ _ L._ 6'48" E. , , 25 27 ___ _. ... __-_-- _ _ __ ____��____ _. _ _ -- - MULTI-PURPOS 7— T _✓ W .___---____-- __ _..._ — �—.�_..-- .__._-_._.-----�----` ---- 1375 — . UJI - - - —._ � s 1 WZ --- - _ __- �__ __ _ ____ _ ___._ - - - - -_"-"_ `_-t373 ,t --- "�_- ._ _ _.._ -_ _.-_ _- - u w ..___ K`-__- .. 13 _ 1• 6 +,. �y /' 3 2 3 2 4�� 2 Lt.l ar EXIST. CONCRETE WALL I �. h -1370 F'�A Q,70 ______ � Y° Fr�I c69,Jo C10�56_. EXIST. CONCRETE WALL R/W Q =� REFER TO DETAIL, SHEET 2-1 M i 70 91 �) 1b 73.9 TIN 73.9 i FG 68 I ' VCt/'i ou3 ' eVis�on,s /2-/3-� I 4 t F•5• DESCRIPTION OF REVISION DATE PCITY RO b8.82 APPROVED 1 � - X67.1 CITY OF RANCHO CUCAMONGA FS e_�8 Plan & Profile �. 1 r [ X661 Pacific Electric Inland Empire Trail 1 7 p 1 Z i UNDERGROUND SERVICE ALERT: O ��•�° Phase 3 ; JOIN EXIST. CONCRETE SIDEWALK ' 4 ' '�,� fan ueµwa Sta. 18+00 to Sta. 27+50 CALL TOLL FREE Q S ss 86 � APPROVED BY: DATE 1-800-227-2600 ( QROFESS/ON & .Associates 24953 �-- o c q< CITY ENGINEER R.C.E. No. 1 I FS 6¢888 0F�� �•��� ' �� DESIGN RECO M DED TWO WORKING DAYS BEFORE YOU DIG i � r, RpJ W CUC C�t�iM DGA Dan Cit4e_Vra ' � M PFi (909)987-430A FAX")9�t-162x7 "CAUTION": Remember that the USA Center � � R.C.E. 29224 � DRAWN Q� �SSf�C�a�es SHi,/�T notifies only those utilities belonging to DGA & —T pF 1 1 the center. There could be other utilities I i I I 1"-40' s present of the work site. The center will TqT CN Ii. 0 � .I�. 10271-8 TRADEMARK STREET inform you of who(m) they will notify. F OF CA�-�F CHECKED DRAWING No. o�w � aur DATE � r PH I c�`-� CALFORFAX '�1-,�s18'3° 2117 FM 29224 OP. 1-07 PROJECT Sheet No. 4 of 35 _ ;CYSH) PROJEdT BENdHMARK. AM N A R PLACEMENT BENCHMARK CITY OF RANCHO CUC O G EPRI R 0 TAT F ON TR TI N._ DI CR A LL __. - _ - A" BRASS DISK STAMPED REPLACEMENT BENCHMARK Tfi NT ME IN LIEU OF CITY OF RANCHO CUCAMONGA B.M. 10056 T THE NORTHWEST 1N TOP OF CURB AT NORTH B.C.R. A E A ANDHAV N AVENUE. CURB RETURN OF BASELINE ROAD E ELEVATION: 1317.77 _ ' WTC 4x t LJ M XI TIN G -DE AT C.L BIKE AT cp R 41 i�. ._ OS tx 19 -7 - M N _ . • T �.1.� _ Q ' rarl G •�2 6� _ _ _ PR PO ED S. AT C.t BI E T - _ AN: GR =1. 09l o - 71 �- a 1 �i S/1 ' 4. ' - - - _ 69.2 .V. 1 1 a1- Q h_ l,. _T AIL F-411 N U3 M <» r. �,� �oco �R Pb ED .G AT C.L M tTl. PU POE_0 5021 _ .... .+ .. - _... .. M _ -.. WE 000 _ _ - _ _ � _ _ .. T N. GR. 1. x _ 2. ox � a J.42 _ XIS IN GR WE AT C.L. M p PROFILE SCALES. _ = o HORIZ. 1 4 - VERT. 1 =4 28 29 30 31 32 33 34 36 36 37 38 I REFER TO DETAIL, SHT. 2 I (7 + 0 EXIST. FIBER OPTICS CONDUITS 20 18 20 M L0 1 EXIST. CONCRETE WALL 1 8 9'�R�W-\ R R 6 I 16 T "' 14 F 03 A. a BIKE.' PATH e 7 H - . 7T,—��_ _':�EFXI�ST. _--_ _ -� ,�CHAIN LINK FENCE 14_..V N. 89'56'48' E. �}� 33 ' 4 t 8 X18 N. 8 '5�30�.� — — �6 7 38 0 1 3 4 35 4 2s 33 28 -.--_-.--___-_---- _ ._._-._ __._._ _- --__-.. _ __ ---- _ _ �- N O riI (.1.� _ _ _ _�_ _ W MULTI-PURPOSE TRAIL _ _ _ _ - - - - - - Z W 0 - _ ------- MULT URPO TAIL - `f O - - - N 7 38 �. �8__.—. �. 29 0 N � X37 2 3 4 _,-__ 3�.___ 6 •' � W Tit-�l.� 1- • ...,.. [ [ [ Y Y f 1 t 8 �� t I • /_^-.... J W Z .�.-._ �.�._._.______..____...�✓ 2 3 17 2 3 2 3 17 16 � 1 18 � .. 16 ` EXIST. CHAIN LINK FENCE 14 R/W 2 = W t3�0 I EXIST. CHAIN LINK FENCE .- �-`~----�� "� 17 I . - - `� EXIS . CHAIN INK FENCE VI I tl1 17 ~--- `�� 13 ",� MULTI-PURPOSE TRAIL •� - ��—s - --3 ���■s� Asa-- -- _�_,e_� / `� 1 CONCRETE WALL-7Rye EXIST. CO CRE E EXIST. CONCRETE WALL �' I � I i i doNOTRUCTION NoTn0 V.40 Oc+s Re 1/1.1 &r 5 /2 -' p I CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE 2 CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. O - �'p 0 gX VA'r10N 15*9 , MI1L ,4HLAY1V9 C01VPAC-rivM PL u5 61l oP 5CARIPim-no�1 f ESS DESCRIPTION OF REVISION DATE APPROVED Z x(12 w01/ R aVArlorJ o°/a MIN � A??y COMPACT OA0, CoMAACra'O OPRO /pN� 3 CONSTRUCT 4 DECOMPOSED GRANITE OVER COMPACTED NATIVE � G 01/ga q Q l `� �- t: �� CITY OF RANCHO CUCAMONGA NATIVE SHALL Ex11NO To A MIM, Or 5,01' 0 'ON�D >CACH 510e O` DCX, ��oP��� F��9 Fye 4�-- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER TO PLAN FOR WIDTH (W). z 1"=40' w m ` uall oP overREXCAVArIOAl YO'/,v MIX V91.,gr1v� col��hAcrwt PCus �''dF S�AR1��e�trl�/ � R.C.E. 29224 A Plan & Profile 6o-- RELOCATE EXISTING UTILITY HANDHOLE/PULLBOX. 09La1N bVgR9XCAV`1'T10N q(Solo fSII/N• R�GA71 vG CoMPAC7«)o CoMAAC7r,0 � ' NAr1Vg 58AI M Pxriwo ro A 1wN al= le"" QFrdA10 Ma PM e. H,cAV,995 sT� CNI� Pacific Electric Inland Empire I'r l 8�— RAISE UTILITY CAN AND COVER TO GRADE. I'0!? '�� 0.G, -l-Q�IL . TF OF CA��F� 9 UNDERGROUND SERVICE ALERT: CON11 REMOVE PORTION OF EXISTING P.C.C. SIDEWALK. Phase c7 12 MODIFIEDEHICLE DELETE 8'x8" POSTS AT STEP TE WITH SIDE ACCESS PER IYOF RANCHO THROUGH, INSTALLCUCAMONGA-1 2"S DIA.PLAN GALVANIZEDAND STEEL �7tt�• 27+50�'SO tO �7tC1t- 38"I'OO CALL TOLL FREE PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, SHEET 11. NOTE REGARDING EXISTING UTILITIES ?fan C�tuewea APPROVED BY: DATE 1-800-227-2600 13 CONSTRUCT P.C.C. ACCESS RAMP. REFER TO DETAIL, SHEET 2. THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN & ,associates z4s�3 16 REMOVE EXISTING SIGN. ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. CITY ENGINEER R.C.B. No. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND �'B'1Q�M ' lN�DSVayEYo� DESIGN REC MENDED 17 REMOVE PORTIONS OF EXISTING CHAIN LINK FENCE. UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL 102714 c�CA�iM DGA Dan G�ewNa � TWO WORKING DAYS BEFORE YOU DIG L "CAUTION": Remember that the USA Center 18 REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. PH (909)987-4308 FAX(909)941-1628 notifies only those utilities belonging to DRAWN & Associates SH ET Yv,,,o-.. „�tw�:�.?s,3$�"".::..t S.� ,.,.Zz.�s.�.. -..eac�a.v..�.<'':}�iu.�.. .:,..v�v. .C�"'r;�?wa.a'�..:: cid yg;Y�,'�<Y.�. �&:,,,-a�,�..+.zxa<tG�.�.��'...� .{S�r�,`.�.�>:?�:. the center. There could be other utilities 33 INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. DGA 5 OF present at the work site. The center willN 10271-B TRADEMARK STREET inform you of who(m) they will notify. 4 cassroviat vmms a 11'o/Gia �dw 1tit/A4 $3 i4v•) xa t etwo• - • �� CHECKED RAIVp 10 CUCAMONGAIA 91730 DRAWING No. R I-29224 E*. 1-07 PH(909)98743015 FAX(909)941.1528 2117 PROJECT Sheet No. 5 of 35 _ - - PROJEdT BENdHi�aRK. HMAR w - _ ___ _ CITY OF RANCHO CUCAM 0NGA REPLACEMENT BENCK R TI N.- Dl CR PA CY SH LL _ „ PRI R_ 0 TAT F ON T C - _ BRASS DISK STAMPED REPLACEMENT BENCHMARK _. _ 2 fi Nfi f IN LIEU OF CITY OF RANCHO CUCAMONGA B.M. 10056 TH N RTHWEST IN TOP OF CURB AT NORTH B.C.R. AT E O ROAD AND HAVEN AVENUE CURB RETURN OF BASELINE O D ELEVATION: 1317.77 Y _ _ _ OTE REGARDING EXISTING UTILITIES IU - THE LOCATION HORIZONTAL & VERTICAL AND EXISTENCE OF UTILITIES SHOWN 00 ( ) _ , ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. 140 n q + W ALL XISTING UNDERGROUND w THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE E M w /S NG GR D£ _T 8!K_ P 7N _ UTITLITIES WHETHER SHOWN ON THESE PLANS OR NOT TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION yr 04 I ING GR DE T L. BIK PTH L U _ _ - + -- Y _. AT. C.L. 8I PTH _ -- _ PRO os D s _ _ _ __ _ _ _ _ GrON`` mRUd►I�ION NOTE CONSTRUCT 4 P.C.C. 520-C-2500 OVER COMPACTED NATIVE 's- 19P 980111 - @ON" P?OpoS£ F. T C L: IKE PA H ,. : F RANCHO CUCAMONGA STD. PLAN 534. � 2 CONSTRUCT 6 CONCRETE HEADER PER CITY 0 C tu - m _. _ . CONSTRUCT 4 DECOMPOSED GRANITE OVER COMPACTED NATIVE $ - - M - h 16 REMOVE EXISTING SIGN. F PROPOSED BIKE PATH. o-- PR PO £0 G. AT C L M CTt-PURPOSE A! RELOCATE EXISTING SIGN TO NORTH SIDE 0 0 i\- _ r IN• CdM? C 5 l Y _ , ovg �/ 1i, N qy d M R&l,�n v� _ . . � I c 1=XCA A fir- E} _ : _ _- . _ _ _ _ _ - _ _ Z _ _ - POP SE F. AlT C L. Ut 1- P RP SE TR t - �/ f _ _ Cy&J��X6AVq-f1 A/N �l0°lo AJllf1. �Q GA1"/V, ; 4M1�AC !W`✓7, CfrM A - 0 N fl /1 R C _ D � C S/ Ea - Z iD 'ry 4► (3BYd q �'! S � N 1H1 N, o� _ _ NA V� yaG �X1"� _ XI TIN G D AT C.L M LTt PU POE AI ,► - E _ u / , Gu x N M eT��h 5 i v� y R�x� vA w�1 o J� rivE C PA - � _ �Gow aV R�xsAvardv qG�. MIN. R��IrivE CuNtPACT1oN). c&�A,oAc7,�� _ NAT-1V� SHALL � 71040 To A Mtn/ v� /z I36FY"10 19� v, , rN .x _ - OE AT C.L. M T! PU OS T Ait PROFILE SCALES. - 1 =40 HORIZ. VERT. 1 =4 38 39 40 41 42 43 44 46 46 47 0 Z o ,a 0 L0 1"=40' + PROTECT EXIST. SPRINT VAULT IN PLACE co EXIST. FIBER OPTICS CONDUITS EXIST. CONCRETE BLOCK WALL + 1 R/W N 1 1 R�YV N 1 �• (,• ! • ---mac- .. ... --r-�..� .�T ... .__ ... �:` � ._.�_.. -_ _ .F= - Q - - - - - - -- -- - --- --- - ---- -- - --- - - -- - - - - r r -qK PATH. _�-�- t -A- BIKE,, ATH �- - Q -- 4T '00 00 `� �r �- __ .-_ ---- _ - C.L. R/W �.._--.._._ 21 (n LAJ W - - - _ �' N:8g'S7�30" E_ - - _ `D - _ B.C. _ �y. 0=2'07'456 R=>t"1�.4Q.16' �' L-425.83' W #t - - _ - - 9 V0 L 42 - 4g - - W 44 43 5`--- -.__- - 47 -..O- 1370 -T W . 1 TI-PURPOSE TRAi _ o _ .�—_ - - - ;�._._�_---�/ T a PURPOSE- t I _ -4 4s - - W _ N _ 42 N� 4 �` -_ J E TRAIL - W Z e _ -- "" 47 N - r r r r r r r r rpr r r r r r •. ..C��r `r r r r r r 2 3 R/WLLJ 2 3 EXIST. CHAIN LINK FENCE _ �6�1 ���• X66• 3 2 H � Q D DESCRIPTION OF REVISION DATE PROVO CITY OF RANCHO CUCAMONGA Plan & Profile Pacific Electric Inland Empire 'frail UNDERGROUND SERVICE ALERT: Phase 3 Dan 6verwa Sta. 38+00 to Sta. 47+50 CALL TOLL FREE Q� APPROVED BY: DATE o� 1 -800--227--2600 QROFESSJON & ,�ssociateS 24953 o q� CITY ENGINEER R.C.E. No. E G�Fq y DESIGN RECO MENDED F CMI.B�gWEEA$ • WJD 9URVEYOR3 gap TWO WORKING DAYS BEFORE YOU DIG � r;n�q C DGA �t�t1'1 G+�teNNa "CAUTION": Remember that the USA Center Cr R.C.E. 29224 PH (9W)9T-4M FAX")941.15M DRAWN ' SH T notifies only those utilities belonging to DGA $$ociates 6 the center. There could be other utilities OF- present F- re inform at you the who(m) The ill notify. sT9T OF Cciv lA 0��� � ,'04 CHECKED 10271-B TRADEAIIARK STREET DRAWING No. Y ( ) Y fY• f �F DAN E. DATE RANCHO CUCAMONGA CALIFORNIA 91730 s� q �1 R.C. 2924 DCP. 1-07 K r- PH(909)98T-4306 FAX(909)941-1528 G 1 1 7 PROJECT Sheet No. 6 of 35 PROJEdT HENdHMARK. CITY OF RANCHO CUCAMONGA REPLACEMENT BENCHMARK RI TA T F: N TR TION.- N I RPA CY SH L A" B D "RE RK„ _ ___ _..__ _ ___ ._.. ._ _ . . _ . _ BRASS DISK STAMPED PLACEMENT BENCHMARK" BE RCfi- TT NT N- it _ H CUCAMONGAB.M. 1 IN LIEU OF CITY OF RANCHO CUCAMO G B 0056 IN TOP OF CURB AT NORTH B.C.R. AT THE NORTHWEST Y.0 _ _ - - - _ CURB RETURN OF BASELINE ROAD AND HAVEN AVENU T6 . 17.77 ELEVATION: 13 l2L 4 - 24 �, _ _ a S _ OTE REGARDING EXISTING UTILITIES $ THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. £0-ST G D- Ai C.L Bt E Ai : THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND _ _ _ UTITLITIES WHETHER SHOWN ON THESE PLANS OR NOT TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ,. • W RO OS © .S. AiC.L. B! E P.TH g 00N TRUG�TION NOTEI i CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE Ret"ll 11! _. - as _ _ PR PO £QF.G. AT C.L MULTI PU POE Al �•g�hFP�k6 - - Ag CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. MPO RANI V R MPA T NATIVEQ1 r _ _ _ _ _ - - DECO SED G E 0 E CO CEDor. 06 $ 3 CONSTRUCT 4 T DRAIN INLET/OUTLET OUTLET STRUCTURE �— REMOVE EXISTING STORM T/ REMOVE EXISTING SIGN. _y 1 RELOCATE EXISTING SIGN TO NORTH SIDE OF PROPOSED BIKE PATH. E IST GRADE AT C•L M Lit PU POE Al FF O 7 t �I xcAVA-r�oN 9 y°/ M1 A1, R�GArIVE rung nAcrtari •'G u �� CA I A c� oVE 5 a� 5 l�� 7ro�N _ _ .o ovR xCAvA�onto /� M i ri . c�v1, ow o _ N R., Ari r' pc r� H- ., NA�7V6 S,NAGI. Ex7 un to A M�1v. �G •Y�N4 0&14 A02 o� 0V9XiWAVA-T70A1 90 /a MIM R1=GA71 v ovvime rwl jow �� Sr-AR GV19.X AVA 1V y 4 - _ T" fan/ M N A v& 51 A 5,x7'9/VO � A nM 2 _ - _ PROFILE SCALES. O HORIZ. 1 —4 VERT. 1 =4 48 49 60 61 62 63 64 66 66 67 a 11 L I + o Z �- 21 0 Q NLn RAW EXiST. SiGN i0 REMAIN O . 'F� EXIST FiBER OPTICS CONDUITS 1 -40 — — . _ - — _ RIWLO-- rr Lij IKE - - - --- Tr _ W - - - - - -- _-- ------ =- -- - --- ' _ co - (?= aY45 8 i - T=A- -�= --- - - - -— =11,459 16' __-�a _ R _ - C.L. R/W C4 -- -- 1K H^ . ... PA - � L=425.83'- �i �..- i -•- ... ... 7- 2 ... ... �/'� L S .. T Al.. Uj 2- _N 3 __ . n Ld W z C4 5 LT URP _ �G•ti V'g L.Li 57 R� t�G• h �G 0 ^ 7 �G.O G• V• —'--_" _ 1ti ____ -- 1355 — 66• F 6p. 61k• 6S• 60• F 6�. F h9� G'r<, _ Z W —� N •� h0. .,� EXIST. CHAIN UNK FENCE R/W M Q i I I� �/��•vus Rtv,•y��.�s Z-�3•o DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Pacific Electric Inland Empire 'frail UNDERGROUND SERVICE ALERT: Phase 3 CALL TOLL FREE Dan 6t wwa Sta. 47+50 t0 Sta. 57+00 APPROVED BY: (� DATE l �� 1-800-227-2600 QRof ESS/Oh, & Associates / 24953 �o E. 6U q� CITY ENGINEER R.C.B. No. CIVL"&*t d • LAND SLWNEYOR8 DESIGN RECO M ED TWO WORKING DAYS BEFORE YOU DIG 10271-8 TRADEMARK Si EET aP 9 R*0*CUCAMONGA CA 91730 DGA D a Y1 �.t lit e w ria "CAUTION": Remember that the USA Center °G R.C.E. 29224 � � (�)�7-430d FAX(90®)94t-1628 � notifies only those utilities belonging to DRAWN & Associates S T the center. There could be other utilities DGA 7 OF 11 present at the work site. The center will `S'� CN it- ��aAl' I�.��.I(i 10271-8 TRADEMARK STREET inform you of who(m) they will notify. TF OF CX00 — 1600L- A GATE CHECKED RANCHO CUCAMONGA E 91730 DRAWING No. R.C. 29224 DW. 1-07K L PH(909)987-4308 FAX(909)941-1528 2117 PROJECT Sheet No. 7 of 35 __ _ _ __ _ __. _ . . . -- _ - - -- - - -.. __. _.- - - .- - - - - - _ _ __ - _ _ - . _ - _ __ _ . _ . .. _ PROJEdT HENdHARK. _ - _ __ - _ - : - _ HM _ _ -. _ _ _ 1. 1. CITY OF RANCHO CUCAMONGA REPLACEMENTBENC ARK _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ - - ___ : : 2�i BRASS DISK STAMPED REPLACEMENT BENCHMARK . _ . . _ . . . - .. -.. _ _ - - _ . _ _ _ IN LIEU OF CITY OF RANCHO CUCAMONGA B M 10056 .. _ _ :_ _ _ _ _ _ _ : _ _ _ ._ - _ _ .. ._ IN TOP OF CURB AT NORTH B.C.R. AT THE NORTHWEST _ . _ _ _ _ . . _ .11 . _ : AVENUE. ::_ _ I:j _ _ URB RETURN OF BASELINE ROAD AND HAVEN C :. : - _. __ _ _ - _. _ __ ._ _ _ __ _ _ 317.7'7 11 ELEVATION• 1 _ - - - : - _ _ _ . _ _ . ._ - TE REGARD LNG EXIS TING UTILfTIES . _ - NO - - _ - _ _ - ._ _ _ _ _ _ - _ -_ _ _ _ _ - __ _ _ THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN _ _ _ _ _ _ _ ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS - _ - L - -1 _ _ _ _. __ _ _ _ _ - THECONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND _ - _ _ - _ HORIZONTAL _ _ _ VERIFY HORIZO _ __ _ UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VER _ : _ : : - _ . - _ _ . __ . . _ . _ _ _ _ __ _. __ 99 __ Y . .__ _ _ _ _ _. . 99 AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION - - _ _ .. . . __ - - - - .. _ 4 - - - - - _ _ _ _ _ ._ _ _ _ . . . _ _.0 _ _ W _- . p _ -- - _ .... .. ..._. .. _. .. - ._ __ _.. -. O. _ .. . . _ — - _. - _. C/S _ _ _._ P.V.I.:- 35 .62 _ MN _ _ __ _ _-a _ _ _ _. . _ -. _ - - ts.- ... . . . _ _ _. _ _ _. -. _ _ 91 Gh _ to - Q EJ _ . .. ::. '. ::. .: N M p � .. _ . _ . . _ _ _ . _ - - .- _ _ . :.. • __ __ _ U _ :. _:_ _ _ S/S . ::. _. GAO ►hRUG�mIO NOTE] 0 _ + �_ 1. _ _ _ - - _ NS N `� - -- _ _ __ _. .. .� _ _ BIKE-PATH v� -c� __. _ ---_ IS NG G DE T .L 8 _ ct �.: $ _ tam.. _ LL. _ - _ __ _ _. _ P.C.C. (520-C-250 ) V COMPACTED NATIVE __ _. _ _. - _ 1. _ .. _ _ _ - - - _ _ pp __ O. Of O a- Op -... ;. .. _ _ . _ 40 ,x. - - __ _ _ - „ - _ _ �. _ _ _ _ _ - _ . - .- . __. i _ _. _ - . -_ __vi_. to M ._ _ . _ _ 534. - - - _ _ : NSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN_ _ - _ _ I ._ _ . _Nc� N � � „_ _ _ I 2 CO_ _ _ - .. . _. . __- _ _- _.. .. .. ... -. _ _ _ .. ... T NATIVE__ DECOMPOSED GRANITE OVER COMPAC ED- O3 -- CONSTRUCT 4. . _ _. _ _: _ _ _TH _ . . _ _ _. _. .: 0 O .S. AT C.k BY E.. - nnune�*tnu�_ _ _ _ _ _ . _ __ _ _ _ _ Q __ _ _ _ __ _ .: _ _ _ _ _ _ _. _ - . r 7 REMOVE EXISTING STORM DRAIN INLET/OUTLET STRUCTURE% v. _ __ _ - - . _ . _ . - - __. _ 12 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. _ - _ _ _ ___ -_. __. . _ .__ a __ _ _ - _ _ PLAN 1Q06-C AND MODIFIED AS FOLLOWS: DELETE 8x8 POSTS AT STEP THROUGH, INSTALL _. __ „ _ __ - _. _ _ _ TAT STEP THROUGH EDGE. REFER TO DETAIL, _ _ - _ __. _ . GALVANIZED STEEL PIPE END POS . '� - _ _ _. _ p: 1- __ _ - _ 2 i/2 DIA _.. _ _ _ __ - _ __ _ _ _ :. . _ ::: __ . _ _ __ .:. ._ _ _ _ .._ _ _ _ .... _ _ : _ • - _ - _ _ ._. _ SHEET 11_ _ - - - _ . .___ _. _ _ _ .� is _ . ._ N SIGN. i _ EXISTING _ __ _ REMOVE _ _ _ RE 0 X - �,, cn a > _ • -- M j'� _ O N _ _. _ . - _ _. _. _. ... .- . - :- 16 . $ _ ,. ! _ ._ + - PR PO EQ F.G. C.L M LTl PU POE . _ :_ _ m as . . __ _ _ _ - _ _ : _ AIN. -. 1.r. - - _ N $ 0 &- - 1 CONSTRUCT 18 DIA. 14 GAGE C.M.P. STORM DR _ _ _ . _ . N .- - -O + uy. `O . _ _ _ _. �.p � Kv _+ h M _ _ __ _ s : __ __ - - _.. - - : _ - AIL. SHEET - ivy- 7"" _._ _ _ _ _ _ .._. __ - - NNS. ... _ _ - - _... _ ._.. _ _- _ _ t0 _. _ N N _ NMS .- -- _ _.. - _ t0 _ _ _ _ _ _: __ tp ...- SCS *- _ : __ __ _ _ N PER CITY OF RANCHO _.__ .._ _ . . _._. - _ __.. _ . . -_. _ - __ _ ... .___ _.. _ -_ ._ . _. _ _ TO EXISTING RCP STORM DRAT_ ___ -. _ _. . _ _. _ . - 11. P AI .. __ _ _ _ _ - _ _ __ _ _ __. _ _. _ __. - - CUCAMONGA STD.SPLAN 3RAIlTt G V-9 /if MLTIPU 0E _ _ _ - _ 6 . _ _ - 91 1 - .- _ _ _ - _ . _ _ - - - _ Bt E- TH __ _ - _ _ _ - _ _ . rr9 /'� _. _ �� 1rvF C 5 v - 9 11AICA-JeW _ __ /V. - _ - - - _ U OVER CA S/AY 4 °f o _ _ _ _ - X12 � _ _ /� - : i _ h MINI A7" AC71 �. COMpACT � _ �/Eip ..XCAVATIoN �'- ,_ _ _ _ - ��_ _ rJD C_ _ _ _ � w AC � P ._ mm TtV� SHALL. �JcY�NO To�h M!l1l. v` b � Y E S � . _ _ . _ . . _ _ _ __ _ .. _ _ _ _ _ A __ _ . _ . _ _ _ . _ .: _. _ _ _ __ _ _ _ _ MIN. I� 0/�1 ,'�uS "aF 5�'A��I�/G' 7jiv✓ _ . . _ - _ _ A 770,V To, _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ - 0 CA /17/4/ _- -_ _ _._ _ - - _ ._ _ __ - _ �J_- - �v- v lvo 7H� )01e L/�,A, "-f ILLL _ D _ - - _ _ _ - - - - - -- - - - _ �►'►�� s qc�' v T �► �2 ,QTY - - _ _ - - - _ - - _ _ - _ D G. �7A L. PROFILE SCALES. _ _. _ � 7 .- __ ILLI __ _ . HORIZ. 1 =40 _ _ . - . - - - - - -- - -- -- - - _ T. _ _ ." - _ 99 VER __ _ _ _ 67 68 59 6►0 61 62 63 64 — — ::-== I - -- --- --� -- ----------F ` ---- �'= _ h5so0 55 t:G:=34:04----------------- `- . _ _�' ��' f 1 I F.L.=53.00 ,� - -- - s ---- . - -- - - \ �� I4 I ' �- ! I I I \INV.=49.00 S1 J�C, 51 - ? '6 !- -- ---- - \\ I in I W h h. r\ yy. \ j �, \ v q z i ��.. \ A I \ :*:a i ' I J T.G.=55.00 I � Ss' v �� i 55 F.L.=54.00 5 51 \• Q \� & I 1 1 i I�) I ... ... INV.=50.00 S1 t�. ' b -cam h S ' 33 r I \ 1 + Q S.C.E. I a, �1 `''0 . '` -� I I I \\ I I I - h _ �° _ ht t.G.=54.5 L0 PROTECT EXISTING SPRINT VAULT IN PLACE �� 1 - EXIST. FIBER OPTICS CONDUITS JOIN PHASE to IMPROVEM TS .\ -� 0 w - --- --- - -- J-- ____.__- _.______._ 62 F.L=53.50 55 eGN I I 3 I I I w ry _ _. __\`_ ._f s• MV..=49.30.. I I i\ R/W AT BACK OF WALK aQ y I _ --:--- EXIST. CONCRETE BLOCK WALL --�-- 355 to I I 6 , � y� \ ��� ,� — __�- -- --- 8=�r- f�!— C . k w 1 _ 12 h - h ._ -=� - -. t � - - 4 _ -� �A ------ ------ _ �. -- �c. _. W _ -' ----- - - - - - - 42 --- ---•..--- 1 2 3 51 = - - ---- - - _ ___t� a - N C.L. R/W \� 7 : — 1-~==:-- - ``` ANGLE 6.87 --" '-�� — s� � __ � 9 S t — — - t ' _ _ so ... 33 1 � - - — _"__.. _._- -– __ —— W _ _ -� _----- __ ------`_=:_____.._-1-- _ _ _ --------- r- __ 62 56 - T.G.=5f.00 _�_ f7 _ At _ S _-__- __---_. __. 3 1 - 55 `LLJ :z `-`— "` i F L -50 00 W -- I � � (Al : �. .. ~ .. Y' �� �` % --• STORM DRAIN & GRADING DETAIL HAVEN AVE U EXIST. CONCRETE BLOCK WALLJ R/WJ 51 7 t2 f � SCALE: 1"=20' F-- 56 i,.i , J. LI 1 / JOIN PHASE 1A IMPROVEMENTS o` AT BACK OF WALK I I 11I 11 ---Q. - �f I/ JI ►I III �� - - - : I - ;, _ r 1 ; o IkJ It I I I I ` I �r • I I �� I II II II � � I I - 1I I W �N I & vote;003 /?c vi6 on 6 /9•/ 069 = I I 1 � 1 x i i �� CITY 1– I I 'J W a I 11 1 DESCRIPTION OF REVISION DATE APpRO„ID III � I I I . ,I Z I III I I i 1 ICUCAMONGA a I I CITY' OF RANCHO III �iI I 1 I ; III 1"=40' 11 Ill 1111 i I I ; II I ( Plan & Prorile Pacific Electric Inland Empire Trail Phase 3 UNDERGROUND SERVICE ALERT: o fan Guerra Sta. 57'+00 t0 Haven Ave CALL TOLL FREE APPROVED BY: /, DATE� � ob O Q�Of ESS/0,q & AssocIateS CITY ENGINEER (� R.C.B. No. 24953 1-800-227-2600 �, � E. c � UFq Fy CMI-BJQIN0M • �DSURVEYORS DESIGN RECOMMENDED oP �9 z , DGA Dan CittewNa TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center � R.C.E. 29224 � � (9W)9a7-�30s FAX(909)941-1620 D�� SHE T notifies only those utilities belonging to DGA & Associates 8 11 the center. There could be other utilities present of the work site. The center will OF sTgTF OF CCN IA��EO43 . pr 11.10-4 CHECKED RANCHO CUCAMONGA CALIFORNIA 91730 1OZ71-B TRADEMARK STREET DRAWING No. inform you of who(m) they will notify. � RC t-07 GUIMA �� W lI PH(909)987-4308 FAX(909)941-1528 2117 . PROJECT Sheet No. 8 of 35 ELECTRICAL SYMBOL LIST LIGHTING FIXTURE SCHEDULE GENERAL NOTES $Ymwm" � ��� SYmwL DESCRIPTION FINISH LAMPS MANUFACTUMA 1. ITEMS RELATED TO ELECTRICAL POWER, TELEPHONE, CABLE TELEVISION 12. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVAL, POLE MOUNTED, 150W HIGH PRESSURE SODIUM (HPS), BLACK 150W SPAULDING LIGHTING: AND OTHER SERVICES; (ie: SPECIAL INSTALLATION REQUIREMENTS, STORAGE, CONTAINMENT, ABATEMENT, DISPOSAL, CONDUIT RUN CONCEALED UNDERGROUND BELOW GRADE OR SLAB. #CM-A-S15-H3-F-Q-8L-HS-VG-L MATERIALS, LABOR, PERMITS, FEES, ETC.), SHALL BE VERIFIED WITH THE PROGRESS AND FINAL CLEAN-UP OF ALL IDENTIFIED A ONE-PIECE, DIE-CAST SHOEBOX TYPE LIGHT FIXTURE HPS QUAD TAP 24OV, OR EQUIVALENT) RESPECTIVE SERVING U11UTY PRIOR TO SUBMISSION OF A BID. THE ACT HAZARDOUS WASTE AND MATERIAL, INCLUDING ALL 180 WITH FLAT LENS AND 5" EXTENSION ARM. PROVIDE SPAULDING UQIjTI G 16'-Q" LIGHT POLE #SSS-18-50-1- OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE DOCUMENTATION AND FEES. CONTRACTOR SHALL TYPE III DISTRIBUTION, POLYCARBONATE VANDAL AX-BL WITH ADJUSTABLE DIRECT MOUNTED ARM #AADM, CONTRACTOR TO INSTALL SERVICE(S) IN COMPLIANCE WITH THE EXECUTE AND FOLLOW ALL LOCAL, STATE AND ; 10 CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF WIRES CONTAINED GUARD AND HOUSE SIDE SHIELD. FIXTURE MOUNTED (OR EQUIVALENT) REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE ELECTRICAL FEDERAL REQUIREMENTS, STANDARDS AND -t --- THEREIN. GROUND WIRE IS REQUIRED BUT NOT INDICATED. NUMERALS ADJACENT ON 16'-0" SQUARE STRAIGHT STEEL POLE NTH ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES GUIDELINES FOR ABATEMENT, TRANSPORTATION, TO CROSS LINES ON CONDUIT RUNS INDICATE SIZE OF CONDUCTORS. ADJUSTABLE DIRECT MOUNTING ARM. LEVIED BY THE SERVING UTILITY COMPANY, WITH THE EXCEPTION OF THE STORAGE, DISPOSAL CERTIFICATIONS AND FINAL FIRST BILLING DEPOSIT. CLEARANCES FOR HAZARDOUS WASTE AND MATERIAL B-1,3,5 CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATES POLE MOUNTED, 5OW HIGH PRESSURE SODIUM HPS BLACK 50W CYCLONE LIGHT FIXTURE: OWNER TO PROVIDE OR REIMBURSE COST FOR ( #CY1301-F2-PR3-LAC-50HPS- 2• THESE DRAWINGS ARE DIAGRAMMATIC. EXACT ROUTING OF CONDUIT SHALL AGENCY REVIEW/PERMIT FEES TO CONTRACTOR. THE ELECTRICAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED NEUTRAL. e POST-TOP ACORN TYPE PEDESTRIAN LIGHT FIXTURE. HPS DT4 240-S1-RAL9017, DOUBLE TAP (OR EQUIVALENT) BE DETERMINED BY THE CONTRACTOR. ANY REQUIRED OFFSETS, ADDITIONAL CONTRACTOR SHALL ALSO PROVIDE, PREPARE OR 80 PROVIDE TYPE III DISTRIBUTION, TAMPER-PROOF CYCLONE PEDESTRIAN 18'-0" LIGHT POLE: #PD15-16-SA- PULL BOXES OR ROUTING OF CONDUIT DIFFERENTLY THAN IS INDICATED ON FURNISH THE FOLLOWING: SCREWS, HOUSE SIDE SHIELD AND CLEAR BD17-RAL9017 OR EQUIVALENT THESE DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL POLE MOUNTED BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. POLYCARBONATE LENS. FIXTURE MOUNTED ON 16'-0" AVAILABLE FROM SOUTH COAST LIGHTING: 949-276-8850. COST TO THE OWNER. 1. COMPLETE AND COMPREHENSIVE FULLY DECORATIVE POLE WITH ANCHOR BOLTS AND COORDINATED AND APPROVED ABATEMENT O° POST TOP MOUNTED BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. TAMPER-PROOF BASE COVER. 3. THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS AND FEES PLAN AND SCHEDULE. NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK, �I�--- GROUND. CONNECTION TO PEDESTAL GROUND SYSTEM. INCLUDING ALL CHARGES BY THE LOCAL GOVERNMENT AGENCIES AND THE 2. UPON COMPLETION OF ABATEMENT WORK; UTILITY COMPANIES. PROVIDE OWNER WITH TWO (2)SETS OF ALL ABATEMENT, LIGHTING FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES TYPE OF FIXTURE. PANELS, TRANSFORMERS, MOTOR CONTROL CENTERS, MECHANICAL TRANSPORTATION, DISPOSAL, STORAGE AND"ORIGINAL" 4. SEE SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR SIZES, FINAL CLEARANCE CERTIFICATIONS AND /-A-\3 NUMERALS IN LOWER HALVE OF HEXAGON INDICATE FIXTURE WATTAGE (INCLUDING EQUIPMENT, ETC. HOME RUNS TO PANELS MAY NOT BE SHOWN ON PLANS BALLAST WHERE APPLICABLE). NUMERAL AT TOP OF HEXAGON INDICATES NUMBER BUT ARE PART OF THIS CONTRACT. MANIFESTS DOCUMENTATION. 90 OF FIXTURES REQUIRED. NUMBER AT BOTTOM OF HEXAGON INDICATES MOUNTING +20'-0" HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. 3. COORDINATED AS-BUILT/RECORD 5. THE NUMERAL(S) SHOWN AT TOP LIGHT FIXTURE IDENTIFICATION DOCUMENTATION. SYMBOL WHICH INDICATES NUMBER OF LIGHT FIXTURES REQUIRED SHALL NOT BE USED BY THE CONTRACTOR FOR HIS QUANTITY TAKE-OFF AT HAZARDOUS WASTE AND MATERIAL ARE IDENTIFIED BIDDING OR FOR DETERMINATION OF HOW MANY FIXTURES WILL BE TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING: INSTALLED. THE CONTRACTOR SHALL INSTALL A LIGHT FIXTURE NICAD, MERCURY, ACID OR OTHER BATTERY UNITS, WHEREVER A FIXTURE OUTLET IS SHOWN ON DRAWINGS. FLUORESCENT LAMPS, MERCURY TYPE LAMPS AND PCB BALLASTS AND TRANSFORMERS. 6. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND THE WIRING DIAGRAMS OF THE MECHANICAL AND PLUMBING DRAWINGS. 7. ALL FINAL CONNECTIONS TO OWNER-FURNISHED EQUIPMENT SHALL BE APPLICABLE CODES MADE BY THE CONTRACTORS. 8. ELECTRICAL EQUIPMENT ANCHORAGE APPLICABLE CODES AS OR OCTQBER 1. 20088 ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION 1. 2001 BUILDING STANDARDS ADMINISTRATIVE CODE, USING THE CRITERIA: PART 1, TITLE 24 C.C.R. FIXED EQUIPMENT ON GRADE 23% OF OPERATING WEIGHT 2. 2001 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. FIXED EQUIPMENT ON STRUCTURE 34.5% OF OPERATING WEIGHT (1997 UNIFORM BUILDING CODE VOLUMES 1-3 AND 2001 CALIFORNIA AMENDMENTS). EMERGENCY POWER EQUIPMENT ON 31% OF OPERATING WEIGHT 3. 2004 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. GRADE EMERGENCY POWER EQUIPMENT ON 46% OF OPERATING WEIGHT (2002 NATIONAL ELECTRICAL CODE AND 2004 CALIFORNIA AMENDMENTS). STRUCTURE 4. 2001 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. THE ABOVE VALUES ARE FOR AN IMPORTANCE FACTOR, 1=1.15 AND (2000 UNIFORM MECHANICAL CODE AND 2001 CALIFORNIA AMENDMENTS). SEISMIC ZONE, Z=0.4. 5. 2001 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4 X THE ABOVE VALUES. (2000 UNIFORM PLUMBING CODE AND 2001 CALIFORNIA AMENDMENTS). SIMULTANEOUS VERTICAL FORCE - USE 1/3 X HORIZONTAL FORCE. 8, 2001 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE 7• 2001 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R. FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ELECTRICAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE DIVISION 8. 2001 TITLE 19, C.C.R. PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. OF THE STATE ARCHITECT. 9. PROOF LOAD TEST FOR EXPANSION, TYPE ANCHOR BOLTS (BOLTS MUST PARTIAL LIST OR APPLICABLB 9TANDARDS� HAVE I.C.B.O. APPROVAL). NFPA 13 - AUTOMATIC SPRINKLER SYSTEMS 1999 EDITION ALL CONCRETE ANCHOR BOLT OF THE EXPANSION TYPE (LOADED IN � SEGMENT A SEGMENT B EITHER PULLOUT OR SHEAR SHALL HAVE 50 PERCENT OF THE BOLTS NEPA 14 - STANDPIPE SYSTEMS 2000 EDITION SEGMENT C SEGMENT D SEGMENT E { (ALTERNATE BOLTS IN ANY GROUP ARRANGEMENT) PROOF TESTED IN NFPA 24 - PRIVATE FIRE MAINS 1996 EDITION I; TENSION TO TWICE THE ALLOWABLE TENSION LOAD. IF THERE ARE ANY ........................_.- -.•.••••••••.••....... FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST THEN ALSO BE - DE (CALIFORNIA AMENDED) 1999 EDITION _ . NFPA 72 NATIONAL FIRE ALARM CO _ j .,,... .; _ :: • . .. :. W._.__. TESTED. NOTE SEE U.L. STANDARD 1971 FOR VISUAL DEVICES : ........ ., W-- ..... ................. _ .. 10 • M '_.... TYPE OF; (, ? MATERIALS TYPE OF TEST BOLT DIAMETER I- ( / » / » / » / - 8 2 8 4» y HARD ROCK DIRECT PULL-TEN SION,LBS. 1300 2000 2900 4300 { CONCRETE TORQUE WRENCH-TORQUE,FT.LBS. 25 50 110 150 ! LT.WT. DIRECT PULL-TENSION,LBS. 970 1400 1950 2590 CONCRETE TORQUE WRENCH-TORQUE,FT.LBS. 20 35 75 10. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING SPECIFICALLY ALL INSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR, AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY SIZED PER N.E.C. 250-95 IN ALL CONDUITS. FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS AND BY GROUND CONDUCTORS ARE NOT SHOWN ON DRAWINGS. 4 N D SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. 0 11. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL CUTTING, PATCHING AND REFINISHING OF EXISTING SURFACES EQUIPMENT SHALL CONFORM TO C.C.R. TITLE 24, 1998 CBC WHEREVER IT IS NECESSARY FOR HIM TO PENETRATE FOR HIS WORK. SECTION 1632A AND TABLE 16A-0. ANCHORAGE DETAILS ALL OPENINGS MADE SHALL BE REFINISHED AND SEALED TO MEET THE FOR FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON PLANS INDEX MAP RATED INTEGRITY. F aE194t 409 VOLTAGE 120/240 10, 3W PANEL PAR LOCATION PEDESTAL '120/240 BUS AMPS 100 TOP FEED D SURFACE MTO.® BUS AMPS 100 1�' 3W PANE! PHA LOCATION PEDESTAL 'fij�• ` MAIN BREAKER 100A.F. 100 A.T. BOTTOM FEED ® FLUSH MT(3. D MAIN SMER -10 -A.f. 100 A.T. LUGS ONLY D TOP FEED O SURFACE MIO.® CAT. REMARKS 10k AlC LUGS ONLY O BOTTOM FEED ® FLUSH MTD. D REMARKS 10k AIC DESCRIPTION VOLT--AMPS C OUTLETS O K BUS K C OUTLETS C VOLT-AMPS DESCRIPTION DESCRIPTION VOLT-AMPS C OUTLETS 0 K BUS K C OUTLETS C VOLT-AMPS DESCRIPTION A 8 L L R M B T ASI T 9 L R M L A 8 A 9 L L R M 9 T A8 T B L R M L A 13 BIKE PATH UGHTING 830 x 7 1 1 20 2 20/1 1 11 500 IRRIGATION CONTROLLER BIKE PATH UGHTINO 540 x 8 1 1 E02 SPACE BIKE PATH LIGHTING 830 x - 3 4 SPACE BIKE PATH UGHTINO 540 x 3 4 SPACE DBSCRIPTION Op RBVISION DATEJAPPWMCrff BIKE PA LIGHTING 540 x 8 20/2 5 8 SPACE BIKE PATH LIGHTING 450 x 3 8 8 SPACE BIKE PATH UGHTNG 540 x - 7 a SPACE BIKE PATH UGHTNO 450 x 7 8 SPACE BIKE PATH LIGHTING 630 x 7 20/2 9 10 SPACE BIKE PATH UGHTiNO 540 x 8 8 1 SPACE CI FY OF RANCTIO CUCAMONGA BIKE PATH UGHTINO 830 x 11 12 SPACE BIKE PATH UGHTINO 5 x - 11 12 SPACE BIKE PATH LIGHTING 540 x 8 I 20 2 13 14 SPACE BIKE PATH UGHTINO 544 x 8 20/2 13 14 SPACE BIKE PATH UGHTING 540 x - 15 16 SPACE BIKE PATH UGHTINO $40 x - 13 18 SPACE Electrical Le end Notes and Details 17 18 17 18 29 20 19 20 Pacific Electric Inland Empire frail 23 i _Phase 32 28 28 21 To 2 28 ARCHIBALD AVENUE 7.70 HAVEN AVENUE zs 31 3 33 3 3 APPROVED BY: DATE '' d!F tj 35 38 CITY ENGINEER / �� � R.C.E. NO.� 37 r4i 30 39 3A DESIGN41 41 4Z RR SUS TOTALS 2340 2340 500 SUSTOTALS SU13 TOTALS 2070 1 2070 1 1 1 SUB TOTALS CONN. PHASE TOTALS A 2840 9 2340 = CONN. PANEL TOTAL 5180 VA; MAX. CONN. LINE CURRENT 23.7 AMPS CONN. PHASE TOTAL A 8 1 CONN. PANEL TOTAL. 4140 17.3 2070 2070 VA= MAX. CONN. LINE CURRENT AMPS DRAWN SHEft (KVA) PANEL TOTAL 5.18 + LC.L (,25) 1.17 ,. 8.35 KVA; BALANCED CURRENT 28.5 AMPS1 DESIGN LOAD KVA (KVA) PANEL TOTAL 4.14 + LGL. (,25) f.04 - 3.18 KVAt BALANCED CURRENT 21.8 AMPSL DESIGN LOAD KVA RRZI G CWA •O OF CHECKED Ela wtd P" euvvwkv Dom SCAN DRAWING No. ° r RR oaCA 817_'40tm 0M 040-2723 2117 PA06_1928\E1.0.dwg, 10/5/2006 2:28:13 PM PROJECT Sheet NO. 19 Oi NOTES REFERENCE NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN ONO STAINLESS STEEL, NEMA 3R, METERED PEDESTAL ENCLOSURE WITH AUXILIARY THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND SECTION. 120/24OV, 1PH, 100A MAIN, WITH 16 BRANCH CIRCUIT LOAD CENTER. RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET SCE STUB UP. �g7R0N00 # ' THE INTENT OF THESE PLANS AND SPECIFICATIONS. .5IrMoti-.400X -Sa; ;?.9 S O2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. PROVIDE 120V/1PH CONNECTION FOR IRRIGATION CONTROLLER. ELECTRICALCONTRACTOR TO PROVIDE SEPARATE PEDESTAL WITH AUXI RY CTION FOR CONTROLLER.,16YE 7 01�l3$UX Mi =�3/G-!t>!�C ?' 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 7v/'J&OvX 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING O REFER TO TRAFFIC SIGNAL DRAWINGS, PHASE 2, SHEET 3 OF 3, FOR TRAFFIC FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. SIGNAL PEDESTAL SPECIFICATIONS, REQUIREMENTS AND ADDITIONAL CABINETS FOR TRAFFIC LIGHT CONTROL. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED O PROVIDE (2) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRING FOR SCE CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. CONNECTION TO LIGHTING/IRRIGATION SERVICE AND TRAFFIC SIGNAL SERVICE. 8• PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2' SCHEDULE 40 PVC CONDUIT 5 FIELD COORDINATE WATER LINE ROUTING AND POLE FOOTINGS FOR THIS AREA. FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 7• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 6 SOUTHERN CALIFORNIA EDISON SERVICE POINT. COORDINATE WITH EDISON FOR PROPER ROUTING AND TERMINATION OF SERVICE BEFORE WORK IS TO BEGIN. 8• BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURE$ AND PEDESTALS: SOUTHERN CALIFORNIA EDISON REPRESENTATIVE: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF LLON ANTISCE SERVICE PLANNER TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER FELIFIx I CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. (909) ANTI 63 OFFICE (909)967-6264 CELL Felio.Antillonasce.=email I� 1 PJSfA!► 2 N014 Jr (?vc S/:ap u G hr rock w rH Aia oxer, 1�1i'1'/1/I`J7iTt� r3�NlN/7 RIGfIj'v�.�.�t/AY-L//`�� ���'�C�ro Nos. CO VOR KNOB w l Irl! ,;I P eA Hl5 AM Mealoeixo Cir'yy 1 A B E2.1 E2.2 6 E 1 (PANEL PAR) I 3 4 6 4 E3,0 E3A E3,0 125' 125' 125' -- 125 125' 125' 125' : W.. W .. 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No. 4 N D DESIGN RECO ED RRLin DRAWN gLoy- SCAM 1RRf G CM&�SSOM1lxva LIGHTING PLAN - ARCHIBALD TO HAVEN - SEGMENT A - 1 CHECKED amt W�'�" DRAWING 1-7 '/� _,�r Q� 9840 Cama' Avenu4 9ulte 120 Qx arorQ% P:\06_1928\E2.I.dwg, 10/5/2006 2:27:56 PM PROJECT She4 it No. a Of NOTES REFERENCE NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ON O PROVIDE 120V/1PH CONNECTION FOR IRRIGATION CONTROLLER. ELECTRICAL THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND CONTRACTOR TO PROVIDE SEPARATE PEDEST/�. WITH A XILIARY SECTION FOR • RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET CONTROLLER., M # 89 ME l�4�=t.> 7��`C01`1C3 0 -# M-P5 -0 t6-/O j( THE INTENT OF THESE PLANS AND SPECIFICATIONS. S ;Noe :I = SD- aais5. 0REFER TO TRAFFIC SIGNAL DRAWINGS, PHASE 3, SHEET 3 OF 3, FOR TRAFFIC 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. SIGNAL PEDESTAL SPECIFICATIONS, REQUIREMENTS AND ADDITIONAL CABINETS FOR TRAFFIC LIGHT CONTROL. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. O PROVIDE (1) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRING FOR SCE 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING CONNECTION TO TRAFFIC SIGNAL SERVICE. FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. 4 FIELD COORDINATE WATER LINE ROUTING AND POLE FOOTINGS FOR THIS AREA. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. g VERIFY LOCATION OF SOUTHERN CALIFORNIA EDISON SERVICE POINT. COORDINATE WITH EDISON FOR PROPER ROUT1NG AND TERMINATION OF SERVICE BEFORE WORK 6. PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT IS TO BEGIN. FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. SOUTHERN CALIFORNIA EDISON REPRESENTATIVE:_ 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. QILI A 111. SCE SERVICE PLANNER 9061, i6ii FELIPE ANTILLON 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF (909) 357-6163 OFFICE EQUIPMENT TO AVOID EXISTING UTIUTIES. CONTRACTOR SHALL MEET PROPER (909)967-6264 CELL CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. Fetipe.Antillon(csce.com email � � ✓�' Gil/ND � �f� �, ,�„fy P��G�. Nd�S, P 1P /.�. i-11 a� �N.�3 L//" 711�NA -/YOS. r� ��C 'nrOS sN/rH g�lig � S Q ? M0.0111gip rirY fro, f / +, Z •�R�✓��r 51� v�✓sj w f : i �<y" B C E2.1 E2.2 ' E2.2 E2.3 { Mi I r� 3 jai £i ' # , I .� 125 125 3 125' 125 — 125, 125125' 125' 125' #12 PAR-2 g � 4 10 3 4 6 uv... , _................................................. ............... 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E2.2 E2.3 -AIE* 091 � �E VA RIouy R5VI5101V.3 1e-If­014 DESCRIPTION OF REVISION DATE 'i CITY OF RANCHO CUCAMONGA Lighting Plan:Archibald Ave. to Haven Ave. Pacific Electric Inland Empire Trail Phase 3 Lighting Plan: Segment B ARCHIBALD AVENUE TO TIAVEN AVENUE ® APPROVED BY: DATES U CITY ENGIMME 11 A.C.E. No. JAITI 4 N D DESIGN RECO ED RR / DRAWN sHE ? RRAG CwA dr A�TE3,1NC 12or LIGHTI SCALE: CHECKED P” N DV� S� DRAWING No. NC) PLAN - ARCHIIBAL.D TO HAVEN -- SEGMENT E 1/40"-1' � RR M Cs 0117 P:\08_1928\E2.2.dwg, 10/5/2006 2:27:32 PM PROJECT sheet No. of _ NOTES REFERENCE NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN ON 1 PROVIDE 120V/1PH CONNECTION FOR IRRIGATION CONTROLLER. ELECTRICAL THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND O CONTRACTOR TO PROVIDE SEPARATE PEDESTAL WI AUXIL Zn-10K FOR RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET CONTROLLER.]. y, �� � �n` � - � THE INTENT OF THESE PLANS AND SPECIFICATIONS. Sr1siN vXF �'! O REFER TO TRAFFIC SIGNAL DRAWINGS, PHASE 3, SHEET 2 OF 3, FOR TRAFFIC 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. SIGNAL PEDESTAL SPECIFICATIONS, REQUIREMENTS AND ADDITIONAL CABINETS FOR TRAFFIC LIGHT CONTROL. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. O PROVIDE (1) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRING FOR SCE 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING CONNECTION TO TRAFFIC SIGNAL SERVICE. FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. 4 FIELD COORDINATE WATER LINE ROUTING AND POLE FOOTINGS FOR THIS AREA. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. g SOUTHERN CALIFORNIA EDISON SERVICE POINT. COORDINATE NTH EDISON FOR PROPER ROUTING AND TERMINATION OF SERVICE BEFORE WORK IS TO BEGIN. 6. PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. S.OUTNERN CALIFORNIA EDISON REPRESENTATIVE: Q —biba6b - 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. go SCE SERVICE PLANNER LI -9—""660 FELIPE ANTILLON 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF (909) 357-6163 OFFICE EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER (909)967-6264 CELL CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. 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NO. AID 4 N D DESIGN RECO ED RR DRAWNs RR/KG CVVh o , OF SCALE: .- M CHECKED �u ��h� �1 DRAWING No. LIGHTING PLAN ARCHIBALD TO HAVEN SEGMENT C 1/�-1 0 1 RR � �� 2117 PROJECT sheet No. of P:\06_1928\E2.3.dwg, 10/5/2006 2:27:06 PM NOTES REFERENCE NOTE'' 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE UGHTING FIXTURES WITH THE CIVIL ENGINEER IN FlELD PRIOR TO ROUGH-IN. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. LI 8. PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2• SCHEDULE 40 PVC CONDUIT FOR ALL SITE UGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. ,+/►104�1?� (Aw Scllev* va foo) � 1r# f.! 'r-Was, 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 7Y� fivA o Aklifl D 1Q161tr cle IN041V L//Vo rIlloy 4410 �Ilvo' C0 VOR L�NOS vv/MI SUR CANS AW Mv4/A/6D Ory 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS:_ 5-M I3o, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. C D D E E2.3 E2.4 E2.4 E2.5 125' 125' 125' 125' 125' 125' 125' 125' 125' 7 T PHA-1,3,5,7 EE#4 ------------- ...... _..r _._.... __... __..... 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No. a N D DESIGN RECO ED RR DIU" s T RRIKG CM b vc of PLAN SCALE: CHECKED � SUc �@� s �/ � ._TIGHTING ARCHIBALD TO HAVEN SEGMENT ® RR CAW DRAIIII�ta No. 846-2723 z�1� P:\08_19281E2.4.dw9, 10/5/2008 2:26:40 PM PROJECT Sheet No. Rgof NOTES REFERENCE NOTES 1. CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ONO STAINLESS STEEL, NEMA 3R, METERED PEDESTAL ENCLOSURE WITH AUXILIARY THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND SECTION. 120/24OV, 1 PH, 100A MAIN, NTH 16 BRANCH JCYMI�SARESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET SCE STUB UP. zt rr NG1uX ,�CENTER.THE INTENT OF THESE PLANS AND SPECIFICATIONS. 7"fwi;0(w -W O REFER TO TRAFFIC SIGNAL DRAWINGS, PHASE 1A, SHEET 2 OF 2, FOR TRAFFIC 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. SIGNAL PEDESTAL SPECIFICATIONS, REQUIREMENTS AND ADDITIONAL CABINETS FOR 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. TRAFFIC LIGHT CONTROL 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTINGO PROVIDE (2) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRING FOR SCE CONNECTION TO LIGHTING AND TRAFFIC SIGNAL SERVICE. FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. 4 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED FIELD COORDINATE WATER LINE ROUTING AND POLE FOOTINGS FOR THIS AREA. CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. g SOUTHERN CALIFORNIA EDISON SERVICE POINT. COORDINATE NTH EDISON FOR 8• PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT PROPER ROUTING AND TERMINATION OF SERVICE BEFORE WORK IS TO BEGIN. FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. SOUTHERN CALIFORNIA EDISON REPRESENTATIVE: 7• CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. pgo saQBi6io. IgE.). SCE SERVICE PLANNER z1\ .�ii FELIPE ANTILLON 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: (909) 357-6163 OFFICE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF (909)967-6264 CELL EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER Feligg.Antillon0sce.com email CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. U `'J /A/$7'�lLi 2" /.'oIYOt/!7' lt�S�r. S..-N 'Ov� 6s�� Wi ry 0 W, TSR 4/r+/f1 rg 41W/l/ND �t'/�Nr a� ivr�Y G/Nf3 r71kW C-4•0 AfrAVa!� COV fg 9N27 Nlr# SL/v com's i'�fie D E E2.4 E2.5 W itt ) I I \X' \ \\ \ )i \ \,\� 125' 125' 125 125' 125' \ \;\ \, ;; /�3 "t, 1,22' �\ ........... A._ ....._,_.,.......- ...-.._.... . ...... .. 9 .1.._1_ ... ....... . rs�� ._ "- u....... _ ..... `-..g.. , N. _..r ,... c tt: r _ 3i t �r _ k �.::.... ... .. ... 4 « __ . .. \ 8 1 ff ; ......... _......W_.......__ w 9 1;t .1 ,.. \ w Lli 111 1 .-� ��<° � �.�...W^_.......,.�:�:::i�.....��.':�=-::'•.:.�;::"�:':':.W�.::::::::�.:::-.:.-�-.::::::::.�::::::.w�. ♦ � 1 /�/ a i �f >:......�'�..., _<�-e.x-x::ca,>,xx:s-+.x.:>F....-w.w�.:a::�,.-e.r�.�_.::st..�?�:9 D E 1 (PANEL PHA) {{1 ✓ t, / i i <: t E2.4 E2.5 E3:0 E3:0 E3:0 f 'STI 1 'i 1 I •� t t o.E11941 EV.09/A)W _.._ -----_---_.-._... ..__..._..._._...�. _ f C� T, I Vu�'�"o��s /��✓��%ars /Z-��� I DESCRIPTION OF REWSION DATE �= CI 1 Y OF 1�ANCTIO CUCAMONGA Lghting Plan:Archibald Ave. to Haven Ave. Pacific Electric Inland E rrlplre hrall Phase 3 bgh ting Plan: Segment E ARCHIBALD AVENUE "TO HAVEN AVENUE APPROVED BY: /� � � � DATEAWMO to CITY ENGINEER , // R.C.B. No._j&jx3_ Q N D DESIGNRECO ED RR t DRAWN g T RRZKGi „ C"&PLAN ARCHIBALD 1 Assocum oc _ of SCAM CHECKED � 20� Ad No . 00 � ,la� P:\06_1928\E2.5.dwg, 10/5/2006 2:26:15 PM LIGHTING — HAVEN SEGMENT E 1/40 1 RR01 ,�, CA e12!2:E�M 7 PROJECT Sheet No. Of LEGEND: 1. LIGHT POLE, SEE PLANS FOR MODEL. INSTALL h PER MANUFACTURERS RECOMMENDATION. SEE TIE ALL CONDUIT STUBS METER PEDESTAL ELECTRICAL PLANS. WITH GROUND WIRE SIZE PER NEC AND BOND TO INSULATED GROUND BUSHING AGAINST NATIVE SOIL 2. CONCRETE FOOTING, F'C=2500 PSI, POUR GROUNDING BUS IZED AS REQUIRED 3. F FOOTING, IYP. BAR, 4 VERTICALS, 3 CLR. FROM EDGE FOR POLE AND FIXTURE TYPE SEE GROUNDING BUS CONDUIT NIPPLE (TYPICAL) SITE PLAN AND FIXTURE SCHEDULE 4. �4 TIES, 12" O.C. � �8_1/2r CONDUIT COUPLING METER PEDESTAL POLE WITH GROUNDING INSTALL FLUSH WITH CONCRETE PAD 5. ANCHOR BOLTS (4), SEE ELECTRICAL PLANS STUD AT HANDHOLE FOUNDATION (TYPICAL) 6. 9095 COMPACTED SUBGRADE 7. 18" CONCRETE BAND 16'-0" SQUARE STRAIGHT STEEL POLE •' 8. FINISHED GRADE, SEE CIVIL PLANS FOR ELEVATIONS. FINISH GRADE 1 HANDHOLE WITH GROUND LUGS CONDUIT PER PLAN ,6' POLE HEIGHT BL S (4) ANCHOR8 ABOVE GRADE 0 CONDUIT STUB-UP + GROUND AT METER PEDESTAL 13 7 ANCHOR BASE TAMPER PROOF BASE COVER 8 . HOT DIPPED GALVANIZ€D DRYPACK METER PEDESTAL GRADE BASEPLATE 20"x20"x1 • • . •t• • • . • ; . . . . . (3) TIES FOR TOP RIGID CONDUIT WITH CONDUCTOR :. •'' ', : ' ' + ; '• WIRING RACEWAY 3 8' OF POST BASE ELECTRICAL PANEL ATTACHED TO WALL NTH 2-HOLE i •� ' ' ' ' •j STRAPS Ir BACKFILL . ..f '' UNDERGROUD FWARNING TAPE i + - : • : . ' 23-3/8" BOLT CIRCLE NEW WALKWAY 3 r r SEE r MIN. BURIAL HAND HOLE AND COVER PANEL BOUNDED TO /4 X 10 -0 LONG COPPERCLAD SPECS. CAUTION-ELECTRIC LINE r % a '•'. PLATE 2-1 2" x 8' FINISH GRADE • . ! DEPTH 24 / ;, . GROUND CONDUCTO GROUND ROD OR OTHER ELECTRODE BURIED BELOW' AS +•~� '• 3" ABOVE GRADE AS SPECIFIED IN NATIONAL ELECTRIC DISTRIBUTED BY SETON NAME UNLESS 3'-0' j • ' • : j' 3 '\ /\ ; ••: •.,. ,., 2'-8" \ /` 2000 PLATE CORP. OR EQUAL OTHERWISE CODE. VERIFY EXACT LOCATION WITH P.S.I. � I NOTED •.• •j: . 2 18' MIN. �/� •A '_. ' 3" CLEAR METER PEDESTAL MANUFACTURER. CONC. 1 t .� TYPICALLY POLE IS SET �\ 3 TIES x 12' POLE '. 50 �'.. /\\ '+•: .. '+ 4 FLUSH TO GRADE •:• . '. .�� •. � •' S4' MIN. ' CdNO!trfsc)SWI;:PTO .'1, lZ'��t/Z" A SPACERS + : I••• \/ \ • . .. \� 18 •••. i: pu:�/3�X. T!l�E NOTES (EYP.) / r i-ss 7R/�IL L�Chy ��NrJI.�IY �t�N�'✓,��t ENG ,' .' i \ 6% - -4 " r PROVIDE PLASTIC SHETLD. •' pLl'� v,KFS, 1. VERIFY GROUNDING REQUIREMENTS WITH METER PEDESTAL MANUFACTURER BEFORE PVC SCHEDULE 40 ! 2-1/2 x 5 WRING ' + . .�!i: 3 VERTICAL REBAR WORK IS TO BEGIN. CONDUIT SIZES) . 3 MIN. r APERTURE 18 BELOW ANCHOR ROD (44, 00 PSI MIN. • : "+ 1TEACH CORNER 2 -6 GRADE � � YEILD) 3/4'x18-1/23 BEND MIN. & NUMB€R AS D 2. SIZE OF CONDUCTOR SHALL COMPLY WITH 2002 NEC TABLE 250-122. REQUIRED 3. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO ELECTRICAL PANEL IN 2 TYP. 3 MIN. TYP. ADDITION TO THE DETAIL SHOWN ABOVE. BOND THE ELECTRICAL GROUND TO NOTES: 0,_ej 8' ROUN METAL WATER PIPE EMBEDDED AT LEAST 1OFT INTO THE SOIL (IF AVAILABLE). 1. SLOPE RUNS A MIN. OF 4" IN 100 FT. BETWEEN FOUNDATION BY ELECTRICAL 4. ALL PARTS OF METAL PEDESTAL SHALL BE ELECTRICAL BONDED TOGETHER (BOLTING MANHOL€S OR MANHOLE AND VAULT OR CABLE CONTRACTOR ONLY IS NOT ACCEPTABLE BONDING) RISERS. �\ CoNQtt1T(y) Swap TU ,A lZ )(/� Asu.GQv>c. 7// %gAlL 8. CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL 2. RUN SHALL BE STRAIGHT WITHOUT ANY HIGH OR i GROUND RODS (2002 NEC 250-56 AS REQUIRED). LOW POINTS BETWEEN ENDS, THE HIGHER END 2 ,l aor eatee. Rio cvNO!l11 �vNN�.f 7N� pGt.:410 93. SHALL BE AT A VENTILATED MANHOLE,VAULT, 6. PROJECT INSPECTOR SHALL WITNESS GROUNDING TEST. OR CABLE RISER. BIKE PATH ENTRY LIGHT POLE DETAIL 1 BIKE PATH LIGHTING POLE DETAIL 12 GROUND ROD4 NON-REINFORCED UNDERGROUND DU DETAIL CT BANK 5 \ HINGED LIFT-OFF HOOD .25- HINGED LIFT-OFF EMAND RE ET COVER REE M ENDED 8r MINIMUM CLEARANCE R QD. \ HOOD HINGED PA8LOCKABLE, GRRM ROD Jv PER NEC 110-16, TYPICAL 3" MIN. AND SEALABLE LO All N. fis RONT AND BACK. EMOVABL 7ETRANCE DCdND I CE M TEER SO KET .r S& ETSAFETY ® Ff- LOCATION. R,� A IN UAL BYPASS LINE Wil OW �TtNS�0 r/�DLOCKABLESEALABLE S) r AUXILARY SECTION , \8' METER SECTIO � T TYPE COVER 2 REMOVABLE TEST FLUSH HANDLES 0 E 8' SECTION COVER Mr NAME AlBER I' .00 - 24.00 UTILITY �' LOAD PLATE 48.7 8 ® 10 RECOMMENDED �3 MIN. ;0000 LANDING QAp CENTER 43' �51DE CLEARANCE: LUGS I HINGED 1 Z CIRCUIT Ion REMOVABLE DOOR LOUVERED 87.000 _T T1yyLIITRRY ACCESS VENTILATION SIDE VIEW /PADLOCK v BARRIER 30.5 1 12.28 PLAN VI I NE L BA I TTOONER 9 DOCK 4.50- HASP / LOAD FO R 8. 5 SLOTS FOR BASE INST TION I--3" MIN. SUPPLIED 5/8"-18 ASBOLTS 6.75 11.25 j r F N A I ENSIGNS BA RIE T1VE 46.00 20.06 21.812- I i BOTTOM VIE 8 MIN. J S ECIFIC S BARRIER 114' - 18.0 * CUSTOMSR EQ IP AREA MIN. CLEARANCE I MOUNTING SLOT DETA (LEFT) 30.50 X 20.00 X I - RIGHT 73 X 21.75 X 14.25 i 8 TERN TL C}ipQ� AS2REQUIRED r ANCHOR BOLT SIDE VIEW FRONT VIEW FRONT VIEW I U1 -18���QLryTS LESS DOORS, DEADFRONT, AND COVERS 0 8 8 -18 BOLTS BASE DETAIL FRONT VIEW PEDESTAL ELEVATIONS 6 7941 � /JO/W DESCRIPTION OF UWSION DAM CITY OF RANCHO CUCAMONGA Electrical Details Pacific Electric Inland Empire Trail Phase 3 ARCHIBALD AVENUE TO .MAVEN AVENUE APPROVED BY., J DATB /19 03 CITY ENGINEER R.C.B. No._2 DESIGN RECO DED RR . IN DRAWN SU4T RRf KGi Cm b op CHECKED aw i d aemins 64mie DeAr Stdo DRAWING No. RR � CA Cater AvwA 91733 o®848-2723 P:\06_1928\E3.0.dwg, 10/5/2006 2:25:43 PM PROJECT sheet No. Of ELECTRICAL SPECIFICATIONS PART 1 GENERAL 1.04 TESTING AND ADJUSTMENT PART 3 - EXECUTION 1.01 SCOPE A. Upon completion of all electrical work, this Contractor shall test C. Panelboard (including solid state trip main circuit breaker). 3.01 PREPARATION AND INSTALLATION A. Work of this section includes everything necessary for or incidental all circuits, switches, motors, breakers, motor starter(s) and theirauxiliar circuits and an other electrical items to insure perfect A. Installation of Conduit, Fitting and Outlet Boxes. to completing the electrical work to provide a complete and operable y y p 1. Provide panelboard with rating, components and features as indicated P 9 P P operation of all electrical equipment. on the Drawings. Panelboards shall consist of molded case, thermal I. All conduit except as hereinafter specified, installed in electrical system, except as herein specifically excluded. magnetic circuit breakers, in floor-standing, dead front, totally metal P P 1.02 GENERAL REQUIREMENTS B. Equipment and parts in need of correction and discovered during such enclosed, NEMA 3R, requiring front access only. All sections shall be concrete or masonry, in damp or hazardous locations, or subject testing shall be immediately repaired or replaced with all new constructed of code gauge sheet metal. Sections shall consist of cable to mechanical injury shall be heavy wall, threaded, galvanized, A. Electrical System Characteristics: 120 240V. 1PH. 3W equipment and that part of the system shall then be retested. All pull section, combination utility metering and main circuit breaker section rigid steel or aluminum. Ys / such replacement or repair shall be done at no additional cost to the and distribution section. Panelboard and ponelboard components Owner. (circuit breakers, ontrol po, indicating devices, etc.) shall be as 2. EMT (Electrical Metallic Tubing) may be used in all other B. Guarantee: Furnish a written guarantee for a period of one-year from manufactured by quare D or approved equal Siemens, or Cutler locations other than those previously mentioned, unless date of acceptance. C. All circuits shall be tested for continuity and circuit integrity. Hommmer. otherwise noted and/or restricted by applicable codes. C. Codes and Regulations: Work done under this Section shall comply Adjustments hall be made for circuits not complying with testingcriteria. 2. Busbars• with the latest edition of the following: National Electric Code, a. Bus bars shall be rectangular cross-section copper with silver- 3. Conduit shall be run so as not to interfere with other piping State of California Title 24, State Building Standards, Occupational g PP fixtures or equipment. D. All certified testing reports shall be submitted to the Engineer at plated joints, full-height in each vertical section with horizontal Safety and Health Administration (OSHA) requirements, State of ro of completion com project. California Title 17 and to all local codes having jurisdiction. In P P j cross busbars between sections. Bus bracing shall not be less 4. The ends of all conduit shall be cut square, carefully reamed than short-circuit indicated on the Drawings or utility out to full size and shall be shouldered in fitting. the case where the codes have different levels of requirements, the E. Equipment and parts in need of correction and discovered during such requirements. Provide all lugs suitable for copper conductors. most stringent rule shall apply. testing shall be immediately repaired or replaced with all new Shop drawings must show lug sizes based on the actual 5Where conductors enter a raceway in a cabinet, pull box, equipment and that part of the system shall then be retested. All conductors to be provided. junction box, or auxiliary gutter, the conductors shall be. D. Wherever a discrepancy in quantity or size of conduit, wire, such replacement or repair shall be done at no additional cost to the protected by a plastic bushing type fitting providing a smoothly equipment, devices, circuit breakers, etc., (all materials), arises Owner. b. Copper neutral busbar shall be 10091 and shall have terminals rounded insulating surface,. on the Drawing and/or Specifications, the Contractor shall be for all active, spare, or inactive circuits. responsible for providing and installing all material and services 1.05 IDENTIFICATION 6. Underground conduit shall be, unless otherwise indicated, required by the strictest condition noted on Drawings and/or in Cd busbar be full length with provisions for A. Identification nameplates shall be Micarta 1/8" thick and of approved C. Copper grounusar sSchedule 80 PVC (polyvinyl chloride). The grounding wire in Specifications to insure complete and operable systems as required by size, with bevelled edges and engraved white letters 1/4" high future length extension. plastic conduit shall be rated in accordance with Section 250-122 the Owner and Engineer. minimum on black background. Nameplates shall be provided for all of 2002 NEC. h circuits in the distribution switchboards, and selector switches. 3. The main circuit breaker shall be molded case type and have short circuit E. The General and Supplementary Conditions, as well as Special interrupting capacity of 10,000 AMPS symmetrical or per serving utility's 7. Where conductors enter a raceway in a cabinet, pull box, Conditions apply in addition to items in the Electrical Section. Inscriptions on equipment shall be identical to those indicated in the conductors shall be PP y panels and/or motor control centers and other similar devices. Each requirements, whichever is greater. Provide solid state trip units with junction box, or auxiliary gutter, Special attention is directed to the following sections: long-time, short-time & ground fault adjustable pick up and delay and protected by a plastic bushing type fitting providing a smoothly nameplate shall be provided with drillings and suitable mounting field functional test set. rounded insulating subrace. 1. Drawings and Specifications at the site. screws corresponding to finish of the nameplate. The inscriptions in each nameplate shall be as indicated on the Drawings. 4. Feeder circuit breakers shall be of the bolted-on molded case type, with 8. All boxes installed outdoors shall be suitable for outdoor 2. Shop drawings and samples. thermal magnetic trips and shall be rated at 120/240 volts with frame installations Basketed, screw cover and painted as directed by 1.06 ELECTRICAL CONTRACTORS RESPONSIBILITY sizes, number of poles and trip settings as shown on the Drawings. the Architect with weatherproof paint to match building. All 3. Record drawings. Provide circuit breakers with interrupting capacity to match the main conduit entries to boxes shall be made using Myers "SCRUTiTE" A. It shall be the Electrical Contractors responsibility to obtain a circuit breaker. Series rated circuit breakers will not be acceptable. hubs Series ST. 4. Cutting and Patching. complete set of Drawings and Specifications. He shall check the Drawings of the other trades and shall carefully read the entire 5. Provide screw-on nameplates for all ponelboards, 1/8" thick, Micarta or 5. Cleaning up. Specifications and determine his responsibilities. Lamacoid plate or approved size, with bevelled edges and engraved B. Installation of Conductors. white letters on black background. Nameplates shall be provided for all 6. Guarantee. 1.07 FINAL INSPECTION AND ACCEPTANCE circuits and ponelboard enclosures. 1. All electrical wire shall be installed in conduit. A. After all requirements of the Specifications and/or the Drawings have 6. All circuit bre akers shall be provided with a device for locking circuit systems shall be 7. Tests. been fully completed, representatives of the Owner will inspect the breaker in 'OFF' position and lugs UL listed for use with 75d C wire. 2. All circuits and feeder wires for all continuous from switch to terminal or farthest outlet. F. All single or multiple conductors for signal or communication systems work. Contractor shall provide competent personnel to demonstrate shall have a minimum of (20%) twenty percent spares pulled and tagged. the operation of any item or system to the full satisfaction of each C. Stainless Steel Meter Pedestal. 3. Thoroughly clean all conduit and wire-ways and see that all part representative. are perfectly dry before pulling any wires. Do not install any G. Testing: B. Final ecce tance of the work will be made b the Owner after receipt t 1. The meter pedestal shall be made entirely of 304 grade stainless steel, permanent wiring, without special permission from the P y P #4 brushed finish, utilizing all welded construction providing superior Architects, until dirt is removed. Use no lubricant except 1. Scan: of approval and recommendation of acceptance from each vandal and weather resistance. The top shall be a side swing style that Mineralac or powdered soapstone. representative. locks out for safety. The side swing top shall fully expose the meter a. Infrascan services of all new circuits added to the existing compartment for ease of setting the meter and access to the test blocks. C. Joints in Conductors. Joints in 600 volt conductors smaller than No. system shall be required. 1.08 RECORD DRAWINGS The top shalt be supported by 3 large all stainless steel hinges with 3/8' 4 AWG shall be made with Scotchlok spring type connectors. Wires No. pins that are "lift-off' style allowing the top to be completely removed. 4 AWG and larger shall be joined together with approved type of A. Contractor shall furnish one set of reproducible record drawings A replaceable 5'x104, 3/18" thick Lexan viewing window shall be provided. pressure connector and taped with #33 3M type, three (3) foyer b. Infrascan certified reports shall be submitted on before final payment of retention. minimum to provide insulation not less than that of the conductor. completion to the Owner and Engineer. 2. The meter socket test block compartment shall be equipped with a Connections to switch or busbar shall be made with one-piece copper PART 2 - PRODUCTS watershed drainage channel and overtopping equipment panels that lugs. Splicing of all 600 volt or less in-line connections #2 AWG C. Scans shall be performed by an independent testing ensures a watertight design. Within the top meter compartment, the meter through 350 MCM shall be made with 3M brand PST connector. laboratory with total connected loads in operation. 2.01 MATERIALS socket test block assembly shall be installed. The customer shall have the option to have a utility approved main disconnect located in this D. Grounding: 2. All circuits shall be tested for continuity and circuit A. Electrical Materials and Equipment shall be new and shall be listed compartment. The top shall be completely padlockable and accept a integrity. Ad'Adjustments shall be made for circuits not complyingutility seal. 1u by Underwriters Laboratories and bear their label, or listed and 1. Provide grounding for entire electric installation. Included, with testing criteria. certified by a nationally recognized testing authority where U.L 3. The utility compartment shall be located on the right side and house the but not limited to items as requiring grounding are: 3. Grounding System: Shall be tested b an independent testing does not have an approval. Custom made equipment must have complete landing lugs. a cover panel that can accommodate a padlock and utility 9 Ys Y P g test data seal shall be provided. a. Conduit laboratory to meet resistance specified in Part 3.1, D.3 of submitted by the manufacturer attesting to its safety. In addition, these Specifications. It shall be this Contractors the materials and equipment shall comply with the requirements of the 4. The left side of the pedestal shall house the 20"x20" customer b. Neutral or identified conductors of interior wiring system responsibility to make adjustments, as required, to upgrade non- following: electrical compartment. The compartment shall be outfitted with a fully (transformer ground). complying systems to proper and safe operation. welded and hemmed stainless steel gasketed door that closes against a reports shall be submitted to the Owner at 1. American Society of Testing Materials (ASTM). watershed drainage channel. The door design and all stainless steel T-handle C. Panelboards. 4. All certified testing p latching system shall ensure water tightness and vandal resistance. completion of project. 2. Insulated Cable Engineers Association (ICEA). d. Non-current carrying metal parts of fixed equipment. 5. The interior portion of this compartment shall house up to a 30 H. All Core Cutting, Drilling, and Patching: For the installation of3circuit capable load center with a removable protective panel. The panel a. Telephone distribution equipment. work under this Section, the aforementioned shall be performed under . National Electrical Manufacturers Association (NEMA). shall only expose the breaker switches and shall be held in place by this Section of the Specifications. No holes will be allowed in any 4. American Standards Association (ASA). captive thumbscrews. A stainless steel electrical backboard shall be 2. Furnish and install all ground rods (3/4" x 10' 0'), grounding structural members without the written approval of the D.S.A., provided for ease of wiring and grounding of electrical components. Structural Engineer. Work will be as directed in wires, conduit and clamps. The size of the grounding conductors Architect or Concrete Section Specifications. 5. National Board of Fire Underwriters (NBFU). 6. The pedestal assembly shall be a single phase, 120/240V rated unit. shall be not less than that set forth in the latest edition of The enclosure shall be rainproof NEMA TYPE 313 and the assembly shall the California Code of Regulations, Title 24, State of B. Conduit and Fittings. be UL listed for service entrance equipment. The enclosure shall be complete California and CEC, unless otherwise indicated. I. Verifying Drawings and Job Conditions: with all mounting accessories, hardware and grounding rods. Provide concrete I. Rigid conduit shall be full weight threaded type aluminum or foundation for all pedestals. Electrical contractor shall install and mount all 3. Building grounding system resistance to ground shall not exceed 1. This Contractor shall examine all Drawings and Specifications in steel, except where specifically required to be steel. Steel pedestals on a pad mounted base with anchor bolts. 25 ohm. Quantity of ground rods shall be as required to meet a manner to be fully cognizant of all work required under this conduit shall be protected by overall zinc coating to inside and the specified resistance. Section. outside surfaces, applied by the hot dip, metallizing, or sherardizing process. D. Conductors - Wire and Cable. 2. This Contractor shall visit the site and verify existing E. Prefabricated Equipment. Installation of all prefabricated items and conditions. Where 11visaconditions differ from Drawings, I. All conductors shall be copper. equipment shall conform to the requirements of the manufacturer's existing 9 2. Electric Metallic Tubing (EMT) shall be zinc-coated steel with specifications and installation instruction pamphlets. Where code adjustment shall be made and allowances included for all baked enamel or plastic finish on inside surfaces. requirements affect installation of materials and equipment, the most necessaryequipment to com complete all arts of the Drawings and 2. Type THand dry l Thermoplastic, 600 volt, UL approved, for q P P g interior and dry locations. stringent requirement (code or manufacturer's instructions and/or Specifications. 3. Non-metallic conduit: specifications) shall govern the work. ESS a. Polyvinyl chloride PVC rigid conduit, Schedule 40, Type 3. Wire and cable shall be new, manufactured not more than 6 months "Y J. Shop Drawings: (PVC) g prior to installation, shall have size, type of insulation, II for underground installation only. voltage rating and manufacturer's name permanently marked on � 1. Drawings shall be submitted in six (6) bound sets outer covering at regular intervals. _ 0 NO.E�17941 accompanied by Letter of Transmittal, which shall b. Conduit and fittings shall be produced by the same give a list of the number and dates of the drawings manufacturer. 4. No conductor carrying 120 volts or more shall be smaller than submitted. Drawings shall be complete in every #12 AWG. . respect and bound in sets. 4. Fittings. OF 2. The Drawings submitted shall be marked with the a. Condulet type fittings shall be smooth inside and out, name of the project, numbered consecutively and taper threaded with integral insulating bushing and of the E. Seismic Design and Anchoring of Electrical Equipment: bear the approval of the Contractor as evidence shapes, sizes and types required to facilitate installation that the Drawings have been checked by the or removal of wires and cable from the conduit and tubing The seismic anchorage of equipment: Contractor. Any Drawings submitted without this system. These fittings shall be of metal, smooth inside Seismic anchorage of mechanical and electrical equipment as required approval will be returned to the Contractor for and out, thoroughly galvanized, sherardized or cadmium per Section 4-317(b) Part 1, Section 1632a and Table 16a-0 Part 2 of resubmission. plated. Title 24. The anchorage details must be coordinated with the structural Ciff 3. If the shop drawings show variations from the calculations and the manufacturer's literature. The structural engineer DESCRION OF REVISION DATE APP WW requirements of the Contract because of standard b. Metallic nd shet Covers shall have the same finish as the PTI shall justify the strength adequance of supporting structure components. shop practice or other reasons, the Contractor fittings and shalt be provided for the opening of each T� shall make s ecific mention of such variations in fitting where conductors do not pass through the cover. CITY OF RAN%(_1_1'Cj 1 O CUCAMONGA P his letter of transmittal. If the substitution is 1. Load is to be applied at the center of gravity of the part and C. Connectors,couplings, locknuts, bushings and caps used with Electrical Specifications accepted, the Contractor shall be responsible for rigid conduit shall be steel, threaded and thoroughly to be in any direction horizontally. Design stresses shall be in P proper adjustment which may be caused by the galvanized. Bushings shall be insulated. accordance with the Specifications for design of the American substitution. Samples shall be submitted when Institute of Steel Construction. Anchorage, support and/or Paciric Electric Inland Empire Trail requested. d. EMT fittings, connectors and couplings, shall be steel, attachment of said prefabricated equipment to the structure shall be in accordance with the details found in the plans and Phase 3 4. Shop drawings shall be submitted for all electrical zinc or cadmium plated, raintight, threadless, compression Specifications. equipment indicated on plan and specified herein. or tap-on multiple point, steel locking ring type with insulated throat. Die cast, set screw or indenter types 2. All electrical equipment furnished under this Section of the ARCHIBALD AVENUE TO HAVEN AVENUE 1.03 WORK IN COOPERATION WITH OTHER TRADES are not acceptable. Specifications shall be permanently anchored to the floor or e. Flexible steel conduit connectors shall be of malleable pads and shall withstand a lateral force equivalent to two times AP ROVED BY: '/ DATE A. Examine the Drawings and Specifications and determine the work to be gravity minimum. CPPV ENGINEER `� 4 wed ;//, R.C.E. No.- 11-4113 performed by other trades. Provide the type and amount of iron clamp or squeeze type or steel twist-in type with electrical materials and equipment necessary to place this work in Insulated throat. The finish shall be zinc or cadmium 3. The manufacturer and/or supplier of said equipment shall certify DESIGN EW% RECO DED plating. Connectors that anchor the conduit be set screw proper operation, completely wired, tested and ready for use. This in writing to the Architect and the Office of Architecture and RR shall include all conduit, wire, disconnects, relays, and other shall not be used. Construction of the State of California that this equipment devices for the required operation sequence of all electrical and f. Conduit Unions shall be "Erickson" couplings, or approved complies with these Specifications. DRAWN other systems or equipment. equal. The use of running threads will not be permitted. RR/10; C"�r ASSO�C�Mls, WC E •1 of--,-- CHECKED awtrtd" m ho 0141M StAft DRATING} No. PROJECT sheet No. IJ of PA06_1928\E3.l.dwg, 10/5/2006 2:25:19 PM