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HomeMy WebLinkAbout1657 C.4 OF 'RANCHO CUCAMONGA BENCHMARK ELEV: 1302.317 BM NO. 10048 20 BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET REALIGNMENT CARNELIAN STREET. Underground 0 Service Alert AND STORM DRAIN IMPROVEMENTS Call: TOLL FREE 1-800-227-2600 BETWEEN VIVERO STREET TO 1000 ' S /O OF VIVERO STREET TWO WORKING DAYS BEFORE YOU DIG R/W R/W �� �: - - j 1 55' 7' 29' I 29' 1. All work shoo conform to the of Rancho Cucamonga Standard Drawings and the Standard 1352 , -;�� - - - - * - � 1 1352 UJ HUW ,� City gs Specifications for Public Works Construction, (Green Book. 1994 Edition and including the 1995 1 o,�` CAB PER CITY �• 1 CO••- 9TH supplement. L "5I 7 GRADE TO STREET SiDE OF \' 2. Public and Private utilities and substructures shown hereon are from available records. The 1 00 ,� } 1� EXISTING SIDEWALK. SIDEWALK TO oRu Contractor shall be responsible for protecting all utilities and substructures as shown within the 1 .--- -___ ,� REMAIN IN PLACE PARK LN Ow po construction limits of this project and shall be responsible for any damage as a result of the 1 348 �,.. �, ,� 1 348 sBASELIARD I L� construction operations. �; - �0-�--- _ 0 ' VdRiES 0�-3� _ 3. The Contractor shall •notify Underground Service Alert 1-800-227-2600 and the following utilities HYDROSEED 2:1 SLOPES-FOR 21 r - --- - �� ---1' IL Z ° CHUR ST EROSION CONTROL PER I--, TERRA VI two working days prior to construction or regarding any problems. CONTRACT SPECIFICATION ;' ISTiNG CURB, GUTTER. MID Southern Califomio Edison Co. 19091 989-5861 308-4.9 , IV MENT TO BE REMOVED Southern California Gas Co. 909 335-7712 1344 - _`- ,5a ,1\, , I �'- 1 344 IT A General Telephone Co. 800 422-4132 CONSTRUCT 6" CONCRETE h S CONSTRUCT 8CUR 24 < < < ` < ` 10500 641 elm m Cucamonga County Water District 909 483-7440 HEADER PER CITY STD. 534 GUTTER (CdcG) PER CITY 104 HW10 Z CENTER DR. 4. For ipectlon of this project. the Contractor shah contact the Public Works Section at (909) 477-2740 - ---- - ~- "-' y, H O I Z: 1 M=''0 i LEGEND: IZ F1 > ext. 2341 two working days prior to the required date. ---- - SC:AL V RT: 1 =4 a S = _ 1340 I ... ......U! q- � 1340 © I�oRnANO C Mfr CONORM 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or -80 -60 -40 -20 0 20 40 60 80 encroachment within any City of Rancho Cucamonga easement or rights-of-way. 0 6TH ST 6. The Contractor shall have a "Class A" Contractors License. CROSS SECTION AT 75+00 COB AST 00N�� °°°°° C069�STOME FMiRDSC,IiPE 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commemmnent SEE SHEETS 8 TH RU 11 FOR ALL CROSS SECTIONS ° ° ° of any work. NI discrepancies shall be reported for direction Immediately to the city. 8. The Contractor shah familiarize himself with ail underground utilities, pipes and structures, and , /U shall take sole responsibility for the repair/replacement, at no cost to the City. for CARNELIAN STREET r•1 any damage to said underground utilities, pipes and structures. LOCATION MAP 9. At least one twelve foot wide traffic lane shall be provided for each direction of travel on Comelian Street EXPANSION JOINT COBBLESTONEi oT TO SCALE at ail times. The traffic lanes shall be maintained on pavement, and shall remain unobstructed. HARDSCAPE ° k ° --------- NVDEX. EXISTING SURVEY MONUMENTATION _ _ _ ATI existingeurveX monuments that will be disturbed by this project shah be referenced and ---------------- - - - - - - - - ° - ' ' reset by the Ci s Construction Surveyor in accordance with Section 8771 of the California __ ° ° ° SHUT Surveyors Act. onuments found by research of available city records aro shown on the plans -------------- Q - ° _______- 1 TITLE AND DETAIL SHEET v N _ 2 STREET IMPROVEMENT PLAN AND PROFILE and described as follows: '� ° °p �� cvc ° R4, 3 STORM DRAIN IMPROVEMENTS - PLAN, PROFILES AND DETAILS 1� A 68+12.06 3.00'L RR SPIKE REF. ON TR. MAP 0968, M8 89/64-M ° ° 4 INTERIM CONDITION SIGNING do STRIPING PLAN LJ "� '� G --------- S ULTIMATE CONDITION SIGNING do STRIPING PLAN -' k °}� �2}3'TA 71+25.14 3.611 RR SPIKE REF. ON TR. MAP 6968, MB 69/64-66 'V ° 'yo �A 72+32.92 15.271 1" C.S.M. REF. ON TR. MAP 0968, MB 89/64-66 ooh 4, 6 TRAFFIC CONTROL 7 CROSS SECTIONS 70+00 TO 72+00 3� a CROSS SECTIONS 72+50 TO 74+00 " ° R ' 0 0 0 ��+ 8 I " ��'� �' Y CROSS SECTIONS 74+50 TO 77+00 4� A 72+73.45 23.661 1 C.S.M. REF. ON TR MAP 9157, MB 132/78-60 6 P 10 CROSS SECTIONS 77+50 TO 82+00 �A 73+36.23 22.98'R RR SPIKE REF. ON TR. MAP 6968. MB x/64-66 A 99-97-1 CCWD WATER AND SEWER PLAN • ---_ c 0 0 XPANS ON JOINT SCE # SCE STREET LIGHTING CONDUIT AND TRENCHING PLAN A 81+29.69 OA WL SEE MONUMENTATION DETAIL BELOW D 0_ c°o °�'�' ° 0v00 6� � \ ° 0°00 � 7� A 81+35.32 1.2'31 NU SEE MOQAENTATION DETAL BELOW LJ 0% COBBLESTONE HARDSCAPE CURB (HEIGHT PER PUN) AND GUTTER PER Lit `^ c p CITY STD'S 104 AND 106-A ❑8 3"TA 81+80.99 SEE MONUMENTATION DUAL BELOW ` e� p WEAKENED PLANE JOINT CURB PER CITY STD. 104 (TYP') MONOLITHIC WITH LANDING 9 'TA 89+47.62 1" I.P. TAGGED RCE 12795 REF. ON TR MAP 9157. MB 132/78-80 (CALLE DEL PRADO) U ° i ' r, + 6' BOTTOM 6" PR . LJlERAL-, t.-. Y CC A FUNDED 10 A 81+36.26 f SEE MONUMENTATiON DUAL BELOW Lo ` I LANDING r COBLE STONE HARDSCAPE � kk /►'r .�°ti "re - a, -- ---�P = W 1 °° Vl VER O r r'1 FLOW UNE (NO LIP) 1 4" FT. 4 TO 6 • COBBLES L f AL NO 1'1 , tC"w , 1 CTR i 1 _ JEET r _ 1 _� qq EC ° �' r '' ' 4" CON "" TRUCTIiN. �- ■ � E �` ! I r r It r ; 1 4 PCC SIDEWALK 1 r ~ r r i 1 SECTION A-A '� • ' •� WEAKENED PLANE JOINT 1 / D /SIL A HANDICAP ACCESS RAMP T E� 1 °` N BASIS OF BEARINGS r' jy I NTS ' a. `4 F.y. ra :.,istV J THEOF N01'10'10V FOR THE CENTERLINE OF CARNELIAN / 1 BEARING STREET PER TRACT 9157 SHOWN ON A PLAT RECORDED IN BOOK 132, 8 �� PAGE 78-80 OF MAPS. IN RECORDS OF SAN BERNARDINO COUNTY, CONSTRUCTION NOTES SEWERLINE CONSTRUCTION NOTES (CCWD PLAN) CALIFORNIA. WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. I CONSTRUCT 5- AC OVER 6" CAB PER CRY STD. 100-A. 1 BREAK INTO EXISTING MANHOLE AND CONSTRUCT INLET. DROP. AND RECHANNEL 1 2I CONSTRUCT 3" AC DRIVEWAY BASE FLOW PER CCWD STD DWG 19 AND DETAIL "A" (CCWD PLAN) " . 22 CONSTRUCT 8' V.C.P. SEWERLINE - - - - - - - - - - - - - (PROP.)' x 33 CONSTRUCT ACCESS RAMP AND SIDEWALK PER DETAIL A , THIS SHEET 1 33 CONSTRUCT M.H. PER C.C.W.D. STD. DWG. NO. 18 i 44 CONSTRUCT SIDEWALK (SW) PER CITY STD. 103. " " 4 INSTALL WATER TiGHT PLUG 0 o 81 +35.26 CARNELIAN STREET 5a-- CONSTRUCT 8 CURB WITH 24 GUTTER (C&G) PER CITY STD. 104, DETAIL A2-6 rn i INC. TRANSITIONS TO EXISTING CURB AND GUTTER o-- BREAK INTO EXISTING 8 V.C.P. SEINER AND CONSTRUCT M.H. PER C.C.W.D. STD. 1 +00 VIVERO ST. DWG. NO. 18 AND DETAIL "B (CCWD PLAN) RECHANNEL EXIST. FLOW 66 CONSTRUCT CROSS GUTTER AND SPANDREL PER CITY STD. 106-A. ., 77 CONSTRUCT FIRE HYDRANT (F.H.) PER CCWD STD DWG #3 WATERLINE CONSTRUCTION NOTES (CCWD PLAN) ® REVISED CUT AND FILL TABLE (SHEET 7) 5-25-99 R� o I I EDISON TO INSTALL 9500L LUMINAIRE ON CONCRETE POLE. CITY'S CONTRACTOR 6 INSTALL r CML&W WATER LINE (42" MIN. COVER) A o I TO TRENCH AND INSTALL CONDUIT. PULL BOXES, PULLROPES, AND BACKFILL WELD AND INSTALL 8•x45' ELBOW QI ADDED LIMITED ACCESS CURB (SHEET 2) 5-24-99 �R�) :. PER SCE PIAN 8 TACK WELD ALL JOINTS WITHIN 80' FROM ELBOWS PER CCWD STD. DWG. 9. vIVERO _ _ - --- DESCRIPTION OF REVISION DATE dfY -" EXISTING �- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. 101 N0. AllltoVED: �- �u - 10 SAWCUT STORM DRAIN NOTES 10 C 7 a- a-- CONSTRUCT TRANSITION SrRucruRE No. 1 PER CITY STD. 334 CITY OF RANCHO CUCAMONGA � 11 REMOVE �,� �', MONUMENT TABLE 12 RECONSTRUCT MANHOLE �J CONSTRUCT 78" RCP STORM DRAIN PER CRY STD. 34t TYPE i 13 ADJUST TO GRADE 3�-- CONSTRUCT 3o RCP STORM DRAIN PER CITY STD. 341 TYPE 1 NUMBER DESC. TITLE AND DETAIL SHEET 14 CONSTRUCT BRICK AND MORTAR PLUG AND SLURRY BACKFILL ABANDONED CMP IN PLACE CONSTRUCT 36" RCP STORM DRAM PER CRY STD. 341 TYPE 1 91 MTI;^ 6 AND REF. ON TR.MONUMENT ASS DISK STAMPED "PA." 15 ABANDON IN PUKE BY REMOVING TOP 1' BELOW FINISH GRADE, SLURRY BACKFILL �'- CONSTRUCT 16.5 MADE RCB PER IAcoPw STD DWG 3053-0/Mo0 HEIGHT REAUGNMENT p� Z 1 C wz1 l ; "H -36 UNLESS NOTED OTHERWISE ON PLAN CARNELIAN o ,s 7 1" I.P. TAGGED RCE 12795 REF. ON TR MAP 9157 AND COVER MATH 8" MIN. OF FILL COMPACTED TO 957 0_ CONSTRUCT CONCRETE BULKHEAD PER SBCFCD STD. DWG S.P. 176 AND STORM DRAIN IMPROVEMENTS I ►1 X,;=� 8 1" C. S. MONUMENT W BRASS DISK REF. ON TR MAP 9157 16 CONSTRUCT 6" CONCRETE HEADER PER CITY STD. 534 7� CONSTRUCT CURB OPENING CATCH BASIN (CB) WITH GRATINGS AND DEBRIS 1i "i ' C4 10 CIPROP. SURVEYOR AT INTERSECTION CL COMPLETIONNOF PROJECT TO BE TT BY THE 17 CONSTRUCT 6" AC BERM PER CITY STD. 104. DETAL D1-8 BETWEEN VIVERO ST. TO 1000' S/0 VIVERO ST ,� 18 INSTALL TRAFFIC SIGNAL INTERCONNECT I-1/ CONDUIT WITH #5 PULL BOXES AND PULL SKIMMER PER CRY STD S. 301, 304. 305. 306. dt 325. GRATES SHALL BE R 2 NEENAH FOUNDRY CO. CAT. NO. R-3578, 2 PER BASiN CURVE TABLE ROPES PER CALTRANS CALTRANS STD ES-8. COVERS SHALL BE MARKED 'TRAFFIC SIGNAL" CONSTRUCT LOCAL DEPRESSION PER CiTY STD. 307, STRAIGHT GRADE THE e�Of ESS�� APPROVED BY• � �� � DATE•� N04.50.21,..,,, ti.,,. CAPNE�.IAN - ► �47 , 19 INSTALL (2) CL 315 , 6" PVC SLEEVES FOR FUTURE IRRIGATION FLOW LINE (MAINTAIN 120 CURB FACE) BETWEEN BASINS ! O J. .I ! CiTY ENGINEER RCE: Z*953 6 (Re".F: 1R. MAP'ugt` ,j CURVE RADIUS LENGTH TAN 20 RELOCATE 9 CONSTRUCT MANHOLE (MH) f2 PER CITY STD. PIAN 319 AND 322 \�\ ti� PLAN PREPARED BY: P.I. ``Y ST' +- ter DMMENM aoso�'3s"w RAD. PROP. C1 250.00' 1 .25 0.63 00. 17'14 & - �- y ,� ` o C2 250.00 161 .30 83.57 36'58'03 21 HYDROSEED FOR EROSION CONTROL PER CONTRACT SPECIFICATION 308-4.9 10 LAP NEW LONGITUDINAL STEEL REINFORCING WITH EXISTING REINFORCEMENT A �C COMBINED C1 & C2 250.00' 162.55' 84.27 37'15 17 0 22 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C MINIMUM OF 30 BAR DIAMETERS PER THE DIRECTION OF THE ENGINEER. IF o No. 24953 CSB CITY OF RANCHO CUCAMONGA (PROP.) X,c, 7 ADEQUATE EXISTING BARS DO NOT EXIST, THEN PLACEMENT OF DOWELS BY MEANS Exp. 12-31-01 10500 CIVIC CENTER DRIVE i `� C3 1200.00' 41 .89' 20.95' 02'00'00" OF DRILLING AND EPDXY CEMENTING MAY BE REQUIRED AS DIRECTED BY THE * DRAWN RANCHO CUCAMONGA, CA 91730 SHEEN r' C4 11000.00'11.15.01 ' 57.57 06-35=3 ENGINEER. ''' CIViL `r " " 11 CONSTRUCT JUNCTION STRUCTURE (JS) NO. 2 PER CITY STD. 331, C-2.6T '�'aF CACSB 1 of 10 DETAIL 8 - MONUMENTATION AT VWERO � `*� °""1M1'° N0• SCALE: NONE J D IJ MW FU NO .91-A 1657 i BM NO. 10048 ELEV• 1302.317 ; - i --�---� --�- --�-- � -t-----+-- , , --+-- 2' BRASS DISK IN TOP OF CURB BRIDGE WALL OVER ! I 1100 Ve _ - 1 I t # - - l # CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED _ # A =r 7 i+!)U *CITY OF RANCHO CUCAMONGA BM 10048 1987" AT --4-4.82:--- V - J + SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL }� 1COUNTRY NE, 75 1 ! N UR TRANSITION AND SU R;RUNOUT } FT WEST OF CENTERLINE OF STA + ' + i a 1 r 8 V { + CARNELIAN C STREET. 13 Li Irl _. + n < - 4 - - - - -- -} pN U R T N I ION - t # i � r1 N + t ! + AND RTI, N bF 2IO0V!C ! 3 .591 : { M t I } + t N o. ] �I ! „� <�{ t 'z t + R RN 1 o _ _ ' t �. 111 -- --- ---. _ _..__...._ _.. jf. p, + + Ca o a1 # N + r r�; IIs ; t �c .�j I I ' ' I - t 4. __ 180' VCi t t- 4.1 # � J }, 135 .68, f t 1 ; I j 1 0 . tt *-rift 01 i iVE i cpi i� 1 I i _ i i v v o u, �,,' P OPCtSED TC RO I ! a n o -�-'_ _ __� 1 . II TRANSITJON� F4OV i 29 32 r, in m �+ w r iv x µ O -O - - - �- i i i SIF Oi+ ! Z j et r7 �1+ Oft d �� �Vr ILE RIV _L >` _�- ICA � �-- , pPbSEQ TC PRt"�FIL 291L 1 r- a•- O o T , I r , , , : , , , - r - _. - , 1 +� 1 •� � 1� .-� � + 1 i ., i - .., 1 t ' I �� } - 1 ' F, �� , ' - rr'r.-M �QI r7j ' � f --fi-_--�-- 1 _. ' � n n �� � { r vl„f- i I t 1 ! a0 ' tXJSli1NGTC�PRCIFILEI?9 l ' F IZ00 Vt"! O - 1-_ - - - 1-- ,-- 1 t O ! < M IS NG c RO LE 4'L 1 4- _ + 1 - PI. : 3+DO a �- _ C. 1 .40 - $ �_ - - J + 1 1 # v - - - ,n M i „ �,- < f<ca v~i 1 I • N ITf 8 YO! 12'I AC j BERM ST t' ' i { 11 _. L 1 o t 1 n { W pP¢ ED..LT-C 0 $ - M # + -�- - -- - - - - -r--� - +- -� -1-- - - = - �- - < --�- ,. - - - o -- --J- -_ i 11 - �1 + + !n -fi-q #v� ui l I -r �c i P R FI Q r , { i { S LE; L + w # w# s�o t` n N AL p u 200 VC ' _. # - - -' ` +RM �1' +�E TO2 tCf.� i h { d J++T i M N . �i Y : j O J ( # + } r, �, ', Tc_lPtoJ _ zy - -t-- -- ----� �.-� - ` L_ 'L ( ay {I + n �;-tea J I _ ON CURVE } { LO VI p - IDLE N N yr , n o , �; i r # " o z tz + M 1 1 ! ! t # bi�OS D x i N ao # poi 1 �.. aca vi y 1. ► I ! PI" = O+�Q J I R i A I ' ! I I , I I i n,n ;It t 1 ' I _ ' + rn { f t +N � i "? n A PROPOSED A IGN1N ! < �n EXl GR}4t3E R1:IN # _ 1 ( _ PQRTI N F PIS = q3+ 0 - _ -L - t i CIE RR , r - - -- --- -- I OO! VCl" .--t. i34c'r:66i 1^ IQ _ t i -AL , , -�--� , --�- , R FILE i 4 I I ; ! I + 11338.41; { ' a U .7 ` � � � � { 3 I �� t �-r # - - : I r- - H' M J )FILE _ V ED r' $ '/ 1 tEXISTIN G .DE + n rr < i N CUR T NSttION AND, SUPER;RUNOUT f n m i ''- AT_ _OF�gSEJD # _.. ► _ - I RO.F�L < -}- - ALJ NME'NT) 1 ! '` - Al!PR PO ED A JGN E - - V - I n_ + - - - Q a I # r P O+ 4 `C 1 I t �IYU YtJK'IVN } N 00 - { M ,Q MS . !i - - ! U - ~ n _ i { t I p i Pi;= 6+Q0 1 t 1 1 + t� l < I J 1 ( , I n X l f 4 1 I Q i< Mi , J 1 } A 34 H Nj F r-t - i i I , -� rn m'° u� , •i + rn -t+ -- -,n LT J r t 7�.� TAN j GRADE { _25�J. ! ' # g V o M� , �� - _ _ _ J _� + � � , --+----- r-•-- - t 1 t , I ►- i N''� ' ".' �� � ;n ,n <M T-i q N 1 1 1 1 i+ #c"o n ao r��-t� 1- � ` � { - 17: - i PR0*05 D PLOFI{E 2 R i I - { $ - -- - ¢ r r #©°i� + "' -L-V' - ? o-1 � - -- _ - - ---- rn t n i - - - -1-1 - CI ING,TC PRO ILE J 29' `n I,o ao n ► ' } rn� j - � n a • 1 ' I E•T PR�P4 ED C R0 ILE, N n TetANst JOty _FRD�J_ m 1flE - I # #�cy t } j ! I � 4 { # 14 C OSS U ;ER LOWLIN 32P i FROpOSE� 1 i I J to N IA � '•t + ? � ' i r + + _ Al� -- _ r - -+ -Ln __� -�__ -{ - +_-- -- - --1kROF1L-E -- URB .-R�RN :_ I ' { -t- ; LT { .' -__.• _- '---- N to t } f i o i . , 0 CURVE # Mt .- HORIZ. SCALE: 1 -40 - z In J VERT. SCALE: 1 =8 _ ! , m 1 } 4 4 ; I7tC0.T1_' ">v siEi=i N } I ' 72+00 73+00 4+00 X75+00 76+00 77+00 _ 8+00 79+00 80+00 81 +00 ' 82+00 1+00 / � SND C CRETE H VNERO / � j 16 R/ OCATION SU EY (BY CI V m z z THIS PLAN IS CONNECTED TO, OR WILL DISRUPT AN EXISTING CITY-MAINTAINED / % ' �: A \ x / / / / �/ SEE STORM DRAIN \ ` L� E2 LANDSCAPE AND IRRIGATION AREA. BECAUSE THIS DISRUPTION IS LIKELY TO BE /r' / PLAN SHEET 3) \ \ T o oM 1 a MINIMAL, THE CONTRACTOR WILL BE ALLOWED TO PERFORM THE WORK WITHOUT / y \ \ \ �Om ON F THE CITY AR UNDER THE FOLLOWING / / "� UMIT� OF CLEARING ND GRUBBIll {8 17 12" CUR I ASSUMING FULL MAINTENANCE O E C EAS U DE E / / I /L'- �'1 �' \ � � $ V $�+35.28 CARNE STRE� z� CONDITIONS. PRIOR TO NEW CONSTRUCTION, A JOINT INSPECTION AND / / 6t LOC9�ION SURVEY ( C 1 / END OF CLEARI�G AND GRUNING \ \ �.��\ 1 �• "yo V1� {{ 16 ; / -� \ PCC A4NJEL 1 r Z xn 1♦OO VNERO ST_ _ I�lMM1E DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL OCCUR WITH / / l 11 11 1 s \C 1 ^. d. rn �3 ` / PROP. 1 1 �- THE NEW CONTRACTOR AND CITY INSPECTOR. AT THIS POINT, THEN x CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO SUBMIT A C UC110N IRRIGAM CONTRO R (NEW LOC ) / \ \ ��- \ 1 ';`�P- y �' ��PROP TR t 57I83L 18 {{ PCC �.Z C Z - • • _. . _i SCHEDULE TO THE CITY FOR APPROVAL. ACCESS TO AND U F THE CITY'S / / % 5 ' CHANNEL F�r f r w o -`�� _ .i. F ,� EX i � - � R UTILITIES WILL NOT BE PERMITTED WITHOUT CITY SUPERV . A FOLLOW-UP / �� / � / / c! _ a N \\ � ;-L �� 'i, ,%�� �{ � � � ��- -.�_ - �` z " - - 30= W-4 INSPECTION OF BOTH AREAS SHALL OCCUR PRIOR E CITY'S ACCEPTANCE OF OTEGTXJSTIN6 �2_CHR2� s / 20 BOLI DERS .• _ 11 THE NEW OR MODIFIED AREA(S). / 1 _ - - _ 7 4 UARORAI- n 3 8 H 4 00 _ W / 18 _ _ - =- _ _ `_ - y \ SIG 8 �00 N01 10'10"W 83+00 84+00+ - / / OSP / ,�,.�•�• - _ ��_ -•-- �_���_ _ � _ --,� •�1+flD � _ - _ _ D A 1A / -� - _ r� �� _� � --- 4 �-�.� E L � STREET a0P 5 � ,�'� { z �, - �_ - BM NO. 10048 ELEV: 1302.317 2' BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL 8" CURB & 24" GUTTER COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF r CARNELIAN STREET. R/W ! / 5" AC OVER 6" CAB R/W 1340 1340 1348 - - 1348 1336 --� _ �) 1336 1344 ,�. 1344 i F i I � HE SPECIFICATIONS 1332 ' 1332 1340 ,/ 1340 F TABLE IN APPENDIX OF IONS REFER TO CUT AND ILL / Tr U.Wrl Square Feet Cubic Yards Cubic Yards TION CUT FILL 14 8 7� CUT FILL CUT F 1328 I 1328 1336 69+ 0.00 0.00 0.00 0.00 0.00 .00 / 69+50 0.00 0.00 I j 0.00 0.00 0.00 0.00 1 70+00 0.00 0.00 0.00 0.00 0.00 0.00 I CaNSTRUCT 6" CONCRETE 70+50 0.00 0.00 70+93.94 0 0.00 0.00 0.00 0.0 0.00 1324 /I I 1324 1332 LlEADE� PER-- C -STS j 1332 0.00 0.00 0 0.00 71+00 0.0 0.00 I /^ 71+50 0.00 0.00 0.00 0.00 .00 0.00 ✓ i ! I I a 1 j I 52.81 0.48 52.81 0.48 ✓ ! j // �, 72+00 56.87 0.53 72+50 64.88 4.14 113.46 22.74 166.27 23.22 1320 I j __ I 132Q 1328 1328 117.65 97. 283.93 120.83 -80 -60 -40 -20 0 20 40 _ X 73+00 61.34 0 ; 73+50 60.42 134. 112.96 2 .43 396.89 325.27 74+00 55.17 184.54N 106.49 6.62 503.37 631.88 71 +00 -$Q -60 -40 -20 0 20 40 60 80 101.82 338.79 605.19 970.68 74+50 55.92 170.11 75+00 73.89 120.46 119.05 278.75 724.24 1249.43 72+00 1 158.55 880.98 1407.97 75+50 96.16 43.37 2 5 42.32 1082.13 1450.30 76+00 120.93 0.36 03.6 0.64 1285.74 1450.94 76+50 98.73 0.31 19.16 0.28 1304.90 1451.22 76+55.41 93.01 2.37 ! / 126.46 27.70 1431.36 1478.92 77+00 60.14 31.1 96.88 .49 1528.24 1711.41 1340 / 1340 1344 1344 77+50 44.48 21 2 75.83 309. 8 1604.06 2021.29 78+00 37.41 4.76 / 69.96 158.0 1674.02 2179.37 78+50 38.15 55.96 60.30 105.82 1734.33 2285.18 79+00 26.98 58.32 I - � ` ! / / 79+50 20.0 59.05 43.52 108.68 777.85 2393.86 1 336 _ - _ - 2 / 1 336 1 340 - 1340 r - 38.97 104.06 1 .82 2497.92 I - j I 80+00 2 6 53.33 I - 53.57 92.36 187 9 2590.28 I 1 I 80+50 .79 46.43 78.46 79.32 1948.8 2669.60 81+00 48.95 39.24 16.03 12.61 1964.88 2682.21 1332 . I ? 1332 1336 / - -X 1 ' 1336 81+08.74 50.08 38.67 102.76 42.23 2067.64 24.45 57 81+5 83.69 16.96 0.98 0.19 2068.62 2 .64 / 81+Z.63 0.00 0.00 0.00 0.00 2068.62 272 4 +00 0.00 0.00 0.00 0.00 2068.62 2724.6 / 82+50 0. 1328 ' 1328 1332 1332 1 4 1328 / 1328 1324 32 , ; i 1320 1320 1324 1324 v -80 -60 -40 -20 0 20 40 -80 -60 -40 -20 0 20 40 60 70+93.94 71 +50 i Q2 REVISED CUT AND FILL TABLE 5-25-99CRY N0. DESCRIPTION OF REVISION DATE �RONEo: LEGEND: CITY OF RANCHO CUCAMONGA PORTLAND CEMENT CONCRETE 0 C.A.B. CROSS SECTIONS NEW ASPHALT `ONi CARNELIAN STREET aOFESS, FROM STA 70+00 TO STA 72+00 % O� rJA J. �l APPROVED BY: / / DATE: v No. 24953 z CITY ENGINEER /I� _ ��{ RCE: 24953 Exp. 12-31-01 * * p� "La ti c R E::�R E G B�: RECOMMENDED ClV% �� CSB CITY OF �RANCHOIVIC CENTER oRCUCAMONGA t9k)H 10500 IVE OF CA``E SCALE: HORIZ: 1 to =2,0 MWN RANCHO CUCAMONGA, CA 91730 � - VERT: 1 =4 CSB 7 of 10 CHECKM IL� NO WW 1 NO. JD 1� li 3-9-»e FLE No 97-� SM NO. 10048 E : 1302.317 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET. R/W R/W i 1356 1356 R/1N R/W 1352 1352 1352 63 1352 i Ico� I I V/ 11R - & -24nOld €R 1348 '`��` �� 1348 —2.2 0��� �� Q- 1348 1348 A OVER 6 CAB I •� �° '��'� 200%I �� r 0 -� 1344 _/� -; .— o _ _ _ �� � - 1344 y_ —2 ,p / 1344 ' ' — _l�5 i � - � i p � i 1344 I i ti — , 1 � ,� �� • ! C6NSTRU�CT CONCRETE i T 5 Q'%� 1340 _HEADER` PER CITY STf� 5 * t 1340 o 1340 � �� 1340 1336 - 1336 CONSTRUCT 6" ONC'RET� —80 —60 —40 —20 0 20 40 60 80 1336 ADER--+PER--C} - STS Z 1336 j I 74+00 1332 1332 R W R W 1360 —80 —60 —40 —20 0 20 40 60 80 1360 - 73+00 I I r 1356 I I f' 1356 R/W G R/WI i -,� 1352 '; I I I 1352 1344 1344 loo3 i —2.00% �� o `b -- — — � 1348 � � �' 1348 i j I � I I / 'S 011 1340 / - • '6_ ' 00 1340 I _ °c I l / 00 v r.= Dc / : 1344 r i -- - _ � '• i 1344 _4 2.00% _ 1336 / 1336cffy DESCRIPTION OF REVISION DATE•. 1 1340 , i 1340 CONSTRUCT '6 ONCRETE I ! / CITY OF RANCHO CUCAMONGA 1332 / --------HEADER PER- C} STD. 5'3 ! 1332 -- — i i LEGEND: OfSTR�JCT- 6_ ONCRET ,HEADER PER CITY STD. 534 t 0 PORnAND c�xr CONCRM - r 1 t j C.�►.e. CROSS SECTIONS 1336 1336 NE T CSE CARNELIAN STREET J _ — 1328 l I 1328 —80 —60 —40 —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80 QaofEss, FROM STA 72+50 TO STA 74+00 72+50 �o ��Na J. 73+50 � � . ������' �r s� APPROVED BY: ' r DATE: h i CITY ENGINEER ����� - ��� 1t�n✓ RCE: 2 953 n No. 24953 Exp. 12-31-01 pMGN ALAN �REDARED ET. REOOMA1E1iDED CMI �� CSB CITY OF RANCHO CUCAMONGA LRH M f 10500 CIVIC CENTER DRIVE O-CA%-N* SCALE. HORIZ. 1„ =2,0 RANCHO CUCAMONGA, CA 91730 � VERT. 1 =4 CSB 8 of 10 CHECKM PLC. No M i s57 JD �� 3-9-9a � No 97-05 . s SM NO. 10048 ELEV: 1302.317 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET. R/W CONSTRUCT 6" CONCRAE R/W HEADER PER CITY STD. 534 j 1360 a 1360 R/W � R/W -/ �' - — 1356 1356 O � `' I j —2.001 �^�� ��• j ��' �I I { 1 O• J - - t � 1352 �,�J , , 1352 I — 3 — �'� - - 1352 �— 1352 09° 00% / 1 t' - - _-� - - - — 1348 / 2 00 — 1348 l / I 1348 CONSTRUCT 6 CONCRETE I 1348 / i — PER i 1✓ ' 1344 HEADER PER CITY STD. 54 I 1344 55 —80 —60 —40 —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80 77+00 CONSTRUCT 6" CONCRETE 75+50 HEADER PER CITY STD. 534 8" CURB & 24 GUTTER R/W R/W AC OVER 6 CAB R/W R/W 1356 1356 i lc 1352 j 1352o o I _ _ I �°` / —2.0 7 _ � x• 290 - �, �:tQ� 1 1352 _ 1352 _ // — a— — - - - - - '� �¢ ^� pc D. �J o D� - 1348 - 1348 - ( _ _ . 18 0 2.oQ�� — � 1348 1348 N CONSTRUCT CONCRET j I —80 —60 —40 —20 0 20 40 60 80 1344 - HtADEI,--PER- CfTY_STDT-53-4 1 1344 76+55.41 CONSTRUCT 6" CONCRETE 1340 —80 —60 —40 —20 0 20 40 60 80 1340 HEADER PER CITY STD. 534 R/W R/W 75+00 1356 / ' 1 356 I R/W — R/W 1352 ' - ' 7 �- '�r� l - 1352 / 7n 0 1356 1356 i -- _ -- - 55' I (/ i I � I I I l� -- --- — 1348 1348 —80 —60 —40 —20 0 20 40 60 80 1352 I 1352 76+50 � CONSTRUCT 6 CONCRETE HEADER PER CITY STD. 534 I 1348 .00 ~ _4 p�` - / 1348 �G 00q _ �� I R/W ►� R/W --l�C 0 0/o 1344 , i � - -� �__ 1344 1352 „ � � 4• �. �--' 1352 «n l C NSTRUCT CONCRETE I / —3. 74 0 _ � ��` 0.99 I DESCRIPTION OF REVISION DATE �- ADER PER CITY- STD. 534 � ! - -` - , _ _ _ _ _ _ __1 �. I 2.00% I CITY OF RANCHO CUCAMONGA r 1 LEGEND. 1340 ' aT 1340 1348 — 1348 PoRnAND CEMENT CONCKIM CROSS SECTIONS C.A.9. -80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80 NEV ASPH&T 0ONC� CARNELIAN STREET 74+50 76+00 P�pfESS/ FROM STA 74+50 TO STA 77+00 p 'JA J. APPROVED BY: DATE' n No. 24953 CITY ENGINEER �-� � L' RCE: 2 953 Exp 12-31-01 D� ;l_Pty °REDARED BY: REMMMENDED 49 �''� 0IV11. �! SCALE: HORIZ: 1 "-20# CSB CITY OF RANCHO CUCAMONGA aF �►�`� VERT: 1 "=4' °RAM'" RANCHCIVIC CUCAMONGA, DCAIv91730 CSB 9 of 10 CHECKED IME NO mw1657 JD DATE 3-9-98 FLE Np 97-05 BM NO. 10048 E : 1302.31-7 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF CARNELIAN STREET. "8" CURB & 24" GUTTER 5" AC OVER 6" CAB R/W - 1372 4 �� r� 1372 1376 , ) o.ozz _' .2 -- 1376 !� 1 i ' ( .389 ! _ ) ( 7 0%) — 'Q- _ _ - -` _ 1 80 60 40 -20 0 20 40 60 I 1: 11 5 . 6 0 1368 I 1368 82+00 1 R/Wcb R/W ►� ►� 1364 ` ! 1364 -80 -60 -40 -20 0 20 40 60 R/W 1360I _ .Of}%` - 1360 - 1 .6 70�� - - - - I 80+50 FG' -� - �' --- - 1376 - - _ _ _ _ - �' 1376 ! I 1356 1 1356 1 .2 1 . 7d� ►�� _ _ _ ,r 1 I I R/W R/W I -I- --4G G 1372 1 1372 1 I - i � i I 1352 1352 1368 1368 -80 -60 -40 -20 0 20 40 60 I _ '� ,1'� 0% V t -80 -60 -40 -20 0 20 40 60 80 2.009a 1 .53% — 1 . 70'o 78+50 v -- - 81 +50 11 / 1364 1364 1 - !I I � ; i I I � G 78+00 R/W - R/W �. R/W '��' � - - - -� _ / i 1360 - I 1360 1360 1360 �o' �O• , 1 -80 -60 -40 -20 0 20 40 60 - ! 1372 1372 Ir o . 70 6u _ 80+00 JI 1 . 16% - 1356 -> _ _ -= - =�- awl 1356 - - � 1368 ' 1368 i I R/W R W - - - 1352 11352 1368 ` 136881 +00 80 60 40 -20 0 20 40 60 1 � _ 00 i 0� 1 . .7 7 0 1348 1348 1364 1-- - - - - - -- 1364 -80 -60 -40 -20 0 20 40 60 _ - I 78+00 �Lt—I 1360 11 li 1360 CJI R/W CL R/W -80 -60 -40 -20 0 20 40 60 1360 - �G /� 1360 79+50 l �� x\G ( 1356 - ' , - - - ,� 5 1356 -0.009 1 . 70_7 _ - R/W R/W 2=0Q% - � - 1352 - - - I 1352 1364 • 1364 'S 1 _ Crrf DESCRIPTION OF REVISION DATE COVED: _ .70 1348 ' - CITY OF RANCHO CUCAMONGA - - O�ISYRUC ----6 -� CONCR T€ -� � 1348 1360 � � � � _ . . _ � - � 1360 LEGEND: HEADER ER P R CITY STD. 534 I � PORnallo c�uExr cavcR�rE E E I 1 I I I 1 ! 0 CROSS SECTIONS NEW ASPHALT CONCRETE CARNELIANSTREET44 1344 1356 1356 13 . QRpfESS/� FROM STA 77+50 TO STA 82+00 O ►JA J. -80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 ��`',�`'� ti� : APPROVED BY: i - ' DATE: h CITY ENGINEER i , �,' �'%� //J,� Y ,� �y RCE: 24953 77+50 W No. 24953 : HORIZ: 1 "=20' 79+00 * Exp 12-31-01 * SCALE VERT: 1 "=4' �D" PLAN PREPARED El - RECOMMENDED +} CMV .� CSB CITY OF RANCHO CUCAMONGA 7 10500 CIVIC CENTER DRIVE \\� CI►�-�f DRAWN RANCHO CUCAMONGA, CA 91730 SHEET CSB 10 cr 10 CHECKED Rc� ND �W1657 JD DAA 3-9-se FU ND CON1,IF2UC110N NOTES Unlit" otherwise atwifled on IM working egos which hMlns a rel at the apeeltwolko. the L'iRherhv/ltiov"pw shall Arrnhh the kneowng Ileme e1 1110 N»t to the (digl+n C%%fV0"y Sarlhern 00konkh (4*,A crwgruny hit 4lteny-100 h eonertly dined all wollin0 0611" oil w1behuflufw in the *intiy of the wank• Wt dives not "anise Mae sH no slow subelrucihwes i» IM Well Folune of %Q it dhow ON sllbshuctUres In their MMfW i tatthlkvh ell nei M 0 00eie hs 0 ctdsrh tell 0"1100 VA", Ahi the controclor shoo be feeponslHo for no doiin to ewbelruelkwM soothe► shown a not 1 FQR ONRAt Ih((WAT10NS Sit UQ3 1 � OOfiOINi o Met" cover h street of ►Orkwny M 3111' Mbw, 9�uutlw pails Ynle,s now 0010001 b Minimum cover on private pasty A 30' bele)* finished prod". Uhlees noted othnwwlse c ControKlor is to furnish and Install Opproved conduit to tdbAn epetihretl.v+s per UOS 1011, 110 AND 120 d for the type of cw+dull fp this pb. $ea 1105.110 1. e Insldi all rivers per UGS-160. 161. 182 wind 170 I Cap ON mainline condutls per UCS-148 and set*# conduits per UGS-150 g Insloll Monk (andutt pings In on condffif Ierminoting into Voulls, Monhole's, MMPs• SOVI & 011 cop kxOfMns, per UCS-1801 + UGSA i h InstoN Pull roes In dl conduit runs " roue to be 1/4' polyp lien" or polyethylene rape, brokled a twisted for speciricotione, approved makes, and suppliers, see UGS-40 1. NI conduit must be mondrMed with the approved mandreil UGS-197 3 CONDINT RADIUS REQUIREMENTS o The minimum radius la bands ore 36' for conduits 3' in dlarnete► or smaller 48' for conduits 4' and 5' in diameter W* for 6' diometer conduit b The minimum rodius for all sweeps of dl moWine condults it 12'-E' (unless noted otherwise). 4 CABLE-IN-CONDUIT (CICY a Minimum trench width Is 24' inched b. Minimum cover M 42' Inch" c. Contractor is to provide trench, conduit sleeves if required, bocihflll, and compaction. (Before "covating trench. contact Edison Inspector for CIC Installation coordination) Edison will Install CIC in trench. d Contractor shalt provide sufficient help during UC installations to maintain o clean trench, free of rock and other debris 5 EXCAVATION AND BACKFILL• a Work area shall be cleared and rough groded to within four Inches of final grade prior to Installation of Edson conduit or structures b. All excavations " be in accordance with the California State Construction Safety Orders (when oppkoble), Edson specifications, and dl governing local ordinances. c. Each trench to be o uniform depth below final grode prior to Installation of Edison conduit or structurel. d SockfiN shall be provided by the Contractor for dl excavations and " include crushed rock• concrete, and/or imported backflt. Moen required. s Bockfill with a MINIMUM of one sack per yord gond cement slurry around and over voults and manholes per UGS-30 3. Par 6 4 and around PMH's within one foot of finished grade, per UCS-590.1. f. Bockfill, per Edison specifications. ghats immediotely follow CIC or substructure installation. At no time shall CIC be left exposed over 24 hours. g No rocks are lowed withn 12 inches of direct-buried cables or any conduit without concrete encasement. Native bockfll capable of passing through a one-half inch mesh screen shall be considered to be 'rock free'. If existing bockfill does not pass through a 1/2' screen, place imported Bond 3' below and 12' above Edison codes After this point, no rocks larger than 12' diameter are permitted h. All bockf1h shall be compacted to meet or exceed local ordinances of other requirements. It shill be placed in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or structures 6. PAVK- Repaving, shore required, shall be plaited in rich a manner that interference with traffic, Including pedestrian traffic, will be kept to a minimum. The Contractor shall establish o program of repoving acceptable to the Municipality, County, or other authority having jurisdiction and which is occeptibie to Edison. 7. STRUCTURES- a All substructures " be constructed or Waited to Edison specifications. TRENCH INSTALLED GROUNDING b "toll protection barriers Per UGS-630 when regaled n otos exposed to traffic, Per Felson knapector. c AN conduit lines and concrete floored substructures " be water tight. AT POLE RISER d. All grounding materials shall be furnished and Installed by the Contractor. 8. RETAINING WALLS: When regwred, retaining rolls sholl be provided by the Developer. Wills are required wherever grade rises more than 18 inches above the structure or 24' above the pod surface at a &stance of 5 feet from the some, /6 MIN. BARE GROUND ROD & a n areas subject to erosion Design and Installation must comply with local building ordinances. CLAMP 2 PLACES Refer to Edison inspector for typical space requirements 36" COPPER 9 PEftMiTs MO WOOD \/� SEPARATION MOLDING RISER � AS permits necessary for excavation dhd! be provided by tint ControCtor/Developer. STAPLE SND \\ 10. ACCESS: 2 �\ f—WOOOD DING Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment POLE GRADE TRENCH + ill. SERVICES: a Meters and services shall comply with Edison Electrical Services Requirements. 1' RISER BEND (FOR RISER MATERIAL SEE UGS 160) b. Wiring must be n accordance with applicable local ordinances and approved by local Inspection Authorities. / 6 MIN. B.C. "RE SECURED TO RODS 112. LOCATION: WITH BURNDY 'GAR" TYPE GROUND CLAMPS o. The location of excavations and structures for Edison shall be as Soto" on the working 60VAg. No deviation from the planned locations will M permitted unless approved by the Edison Inspector. See UCS-1, Por 2.2. b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the 3 TRENCH BOTTOM Contractor. See UGS-i, Par 2.3, 13. Contractor is to verify location and widths of all sidewcAs and driveways prior to street light Installation. See UGS-175,1, UGS-175.2 and UGS-175.3. X 8' COPPERCLAD STEEL GROUND ROD (2 REQUIRED) 14 SURVEY: of street Surveyingirrprovernonto. property comer. lot lin", finished grade, etc., necessary for the Ingrd- lotion of underground facilities must be completed and mariners or stakes placed prior to the start of the in- J stallotion In addition. Developer " maintain the markers during the Installation and Inspection by 6' MIN. ---� Edison. Grade and property line stakes must show any offset measurements. TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES 19TH V) ST. 15. COORDINATION AND SUPERVISION: 30 DRIVE RODS IN TRENCH BOTTOM WITH 6' MIN. SEPARATION IN UNDISTURBED EARTH. The Developer shall provide supervision over and coordination among the various contractors working within the LEAVE THE ROD TOPS 3' ABOVE THE TRENCH BOTTOM AND ATTACH CONTINUOUS development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, re- GROUND WIRE WITH CLAMPS. EXTEND WIRE TO INDICATED LOCATION ON POLE AND placement, relocation• a other corrections to Edison facilities made necessary by his failure to provide STUB UP 2' (MIN.) ABOVE GRADE AND STAPLE TO POLE. •ALL MATERIALS FOR a a a supervision a to othenrige comply with these specifications GROUNDING SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. BASELINE w RD. 4/0 BC NEUTRAL WHEN REO'D. TO BE INSTALLED IN TRENCH AS SHOWN, z 16. TELEPHONE AND OTHER UTILITY REQUIREMENTS: CONTRACTOR TO PICK UP AT SCE DIST. YARD: oral the crowing prepared for this job may also cover the focllities to be Installed for the telephone cowpony �? VIVERO and/or other utility. Any questions concerning details of their installation should be referred to the company L,... Rif �:•-_ 1 ,;7 (GE CAI. REV r•�_ . _ ?a99j concerned ST. 83 c 17. OWNERSHIP JOB Developer is to deed to the Edison Company all structures shown hereon execpt too" drawn as customer owned. FOOTHILL SITE 18. WARRANTY: 66 BLVD. Applicants expressly represent and warrant that air work performed and all material used in meeting Applicants' 66 obligations herein are free from defects in workmanship and are in conformity with Southern California Edison Componys requirements. This warranty dndl commence upon receipt by Applicants of Company's finol acceptor" and shall expire one yea from that dote Applicants agree to promptly correct to the Company's satisfaction and that of any governmental agency having Pr'isdktion and at Applicant's expense any brooch of this warranty which may become apparent through inspection or operobon of underground electric system by Company doing this warranty period. N 0 19. INSPECTION: n=I v a Inspection is required during the construction period. A 48 hex advance notice of intent to start construction r LEGEND OF CONDUIT SYMBOLS LIST OF MATERIALS NOTES 1. Footage quantites are approximate o or is required from the contractor the Southern California Edison Company. Standards of Edson construction o < requirements e availas request upon 2. where reference is to Irl item not detolled, S = Contoct Underground Inspector: MARK ELSDON Phone: (909) 357-6507 VE (CONNTIONAL U.G.) (EDISON CO.] see separate description list. 3.. This list provides a summary of major items. 5 a No. corlDUT&EDD. EDISON --*—SIZE OF CONDUnT FOR REFERENCE DRAWINGS SEE UGS SECTION INDEX NGS e. [•. li.lu._ . RUN NO.--- , -aw--LENGTH OF TRENCH OUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE: TmPE OF FACILITrr TRENCH (CIC On De_) __� 6 EACH HANDHOLE 0%:"x 17"x 12" HH-1 UGS-200 12 88 t0 FRwY. UNDERGROUND SERVICE ALERT RUN No —i" LENGTH OF TRENCH 2 EACH HANDHOLE 10%: x 17"x 24" HH-2 UGS-200 12/88 VICINITY MAP 1 -800-227-2600 NTS STREET LIGHTOa USA For Undwgrou" Loco"" t—SIZE OF CONDUIT NO. OF CONDUITIlEab. & 2 Working D-- Oft RUN No.—� xs---IENCTH OF CONDUIT RUDays You N _.. - STREET LiGHT TRENCH TWE OF FACILITY—� LENGTH OF ADDITIONAL ���M�Mp CALL ``S�►► /y IRJ111aGR VAL.L t�7 LLL MENCN REO'D - R11r1 OW- N0. PLANMAINLINE CONDUIT CONTRACTOR MSON ELECTNDERGROUND LAYOUT (9 - ON No. CONDUIT REO'D. — SIZE OF CONDUIT RESERENCE RUN NO.—.► _ MEMO f--F�R40C1,ES/STONDUIIT�N" CONTINUATION FOR CUSTOMER INSTALLATION NA - NA SERVICE CONDUIT COST PLUSQ FIRMA DEV. 51 - 66 STREET LIGHT CONDUIT INCLUDES PERM.PAVING YES& NOQ STREET LIGHT THIS PLAN APPROVED AS TO LOCATION GUTTER GRADE GUTTER GRADE GUTTER GRADE AND TYPE OF ELECTRIC SUBSTRUCTURES r.--SIZE OF CONDUT PERMIT NUMBER No. OF CO►Ol11T Rcab. — DEDIN NOTES CONT RUN CONTINUATION Developer REFERENCE RUN NO. OR CONSTRUCTION WORMATION 1 >. ;` ,,. ,, t DATE STARTED MEMO (No SCALE) I I (NO SC ) I I (NO ) I Address DATE COMPLETED CONCRETE PRODUCTS INSPECTOR Precast concrete item complete with neck. Cover and I I -� I . ANY OF ABOVE SYMBOLS inserts may be obtained from any of the following listed ill Telephone PRECASTER CONDUIT 00 FOLLOWED BY A ----� and approved manufoctureres: 3'-� 3' 3 3 3 3 DlsrRlcT PLANNER D W 0 J.I NO JPA. NO CSD 17 No. >� I � ( Ty' Owg./Rev. Developer's Signature Dote FOOTHILL D. QUEZADA 16240 6530-4106 9-4104 � -�j FOREMAN THOMAS BROS PG INVENTORY MAP NUMBERS DIST SKETCH NO PERIOD ENDING TRUCK NO CSD 13 NO • ASSOCIATED CONCRETE PRODUCTS. MIC. I I ( ( Original DENOTES THE FOLLOWING: 4301 W. MacArthur Blvd., Santa Ano, Calif. 92704 3' ° 3" :P24 ° S.B. 57 -F7 4- 115-1 Phone: 213 626-4653 I t Rev. n►+ CSD 2 CSD 140r er-vAss EXISTINGnsr GRIDNo. AssocurEU w o !- i� EARTH ° 6 REG.'D, N N CODE CHANGED TO CHECKED NLOAD Q DB CONDUIT WITHOUT ENCASEMENT IS �714� 557-7470 CUSHION EARTH ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. BROOKS PRODUCTS. MIC. CUSHION 3" ° ° Rev. - s PROPOSED CONST/RtU/CTIDON'(LOCATION) .� 14221 Son Bernardino Ave., Fontana, Calif. 92335 Rev. z �W!!lL/ld'I'�lAll STR6'Qh'T d SEMI-ENCASEMENT IS REQUIRED FOR Phone: (213) 283-0637 TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT ,BANK SECTION TYPICAL CONDUIT BANK SECTION - ' SIV ff f7R0 STMIT PORTIONS OF TRENCH WITH ONLY (909) 350-4111 CHANGES IN THESE PLANS MALL REQUIRE RANCHO CUCAMONGA THREE OR FOUR CONDUITS. SHOWING DIRECT BURIAL SHOWING SEMI-ENCASEMENT SHOWING FULL ENCASEMENT SIMILAr---- 6/21/99 AN TO DWG NO UT�TY VAIN 00. R CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR ADOITiONAL 4 6 EKS AND RE v. APPRovED 9Y DATE CHECKED BY DRAWN M. idi rd dDATE FULL ENCASEMENT IS REQUIRED FOR 10650 Hemlock Ave., Fontana, Calif. 92335 FEWER CONDUIT FEWER CONDUITS. MORE OR FEWER CONDUIT CUSTOMER 1MLL BE CHARGED MI ADVANCE 2 CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS REQUIRED FOR MORE THAN 4 CONDUITS MORE THAN FOUR CONDUITS. FOR REQUESTED CHANGES. SOUM3M CALFORNIA EDISON COMPANY �� 99-234 / Phone: (909) 350-2675 G 2 i HANDHOLE No. H292D 10X; x 17"x 12" (CONCRETE) HANDHOLE No. H292C 10Y,"x 17"x 12" (CONCRETE) HANDHOLE No. H292A HANDHOLE No. H2928 _Z1R* * 102 x 17% 12" (CONCRETE) 10 Y2"x 17% 24" (CONCRETE) 59 1? H292D TO SL r• S O 1 2 * � \ 58 196 E X. POLE H292C 4100292E 57 12 TO H292D o t 2 * H292C TO SL 1 1 Y, * 56 199 i J 55 12 H2928 / H292B 10 H292C TO SL 1 2 54 77 / 1 2 53 193 H2928 1 1Y: 51 27 H292A TO H292ESTI?EET 52 12 t0 H2928 POLE _- �� H292A TO H292A _ - TO SL - _ /" 5' SIyV 112' 60' J f w I I 18. I Ji + c+ � r• n 1 j ; ��2.; �,•+ --"—---- - _�_CEJ __ 00/ a, -'- N 5. SA N�LI44R + Ng r rn 66 12 'k 7000 !, 4 t - w TO SL H292H A 77+00 �--" 781 T +00 LA 82+00 81+ Lp w K. J J J 65 202 g H292G ^J' C TO H292H ULTIMATE R/W _ g a 64 12 1 2 63 224 H292G 62 12 TO SL w �., H292E 1 2 * 129 TO H292G 81+25.36 CACARNELIAN ST. 1 1Yt * 60 194 - 0 St 1+00 CA VIVERO ST. 61 12 H292E -- H292F TO H292F TO SL . HANDHOLE No. H292H Q 107'x 17"x 12" (CONCRETE) Q� 0. BOO o _v J Q' w Uv`)Z W~�2 F 0"�rT,z o HANDHOLE No. H292G n _ t0Y2"x 17"x 12" (CONCRETE) - UNDERGROUND SERVICE ALERT HANDHOLE No. H292E 1 -800-227-2600 HANDHOLE No. H292F 10 Yz x 17"x 24" (CONCRETE) Cd USA 10X2"x 17"x 12" (CONCRETE) For WWWW Md LOCCUMZ Workhq Dor Beft a You o DISTKK T PLANNER " . N0. JPA. N0, CSD 17 NO, N FOOTHILL D. OUEZADA 16240 6530-4106 9-4104 FOREMAN THOMAS BROS PG INVENTORY MAP NUMBERS DIST SkETCH NO PERIOD ENDING TRUCK NO CSD 13 NO S.B. 57247 S.B. 24-2115-1 TL►tCSD 2 — CSD 140 r Bt-PASS EXISTIN: __ I TLM GRID N0. ASSOCIATED W.O. REO'D N N CODE CHANCED TO CHECKED ROAD C4 3 PROPOSED CONSTRUCTION (LOCATION) cDC�L z �4RN�F�I�lN sT"TT s o MW sTMsT PAUL M. idi rd 6/21 99 RANCHO CUCAMONGA i REV APPROVED BY DATE CHECKED BY DRAWN BY DATE DRV. No. SOUINERN CALIFOWA EDISON COMPANY 2 a 2 99-234 0 L , 7 _ _ f 2 - } - -- \ a 1-11'HLANJ LVE - - --� -t- - - - -t- -- ,- - j STH - - - - oRu t I � r l ; f t t �. . f } � PARK LN �c�•iw - - -- -- - 4 -- - - - -- - — : it _ v r &Wlkl*-Y . ARD IiU s $ LTERRA VIST ck� s; - - - _ ; + I l - - - - - - - I . fRR ir± R i . - Z i ARROW - - - - - - z z - - _ - t r + # r t 1 6TH ST O Z I t _ - } t Pfd SNt H — I . f �; }�: t ►ter ir, r c V r cLOCA71ON MAP tt - -- } -- CT-157" IiIF'F3xV1F )_ #_ _ - -- - -- - - - - - - - — -- - - -- - - - - _ --- -- _ - - - _ - NOTES: 1 ALL WORK SHALL CONFORM TO THE CRY OF RANCHO CUCAMONGA SPECIFICATIONS FOR t I. i i PUBLIC WORKS CONSTRUCTION. (GREEN BOOK), 1994 EDITION WITH THE 1995 -- _ _# �_-� t _ 1- 1 - L_ _ ,--.- �- -. -__� -i- -�- ,- _� rt SUPPLEMENT, AND THE SPECIFICATIONS AND REQUIREMENTS OF THE CUCAMONGA COUNTY t - . WATER DISTRICT. - _A4450 . 2 : r f I 2. a WATER UNE SHALL BE 10 GAGE STEEL, CEMENT MORTAR UNED AND WRAPPED 1 I ���j {{ ACCORDING TO A.N.S. W.W.A. SPECIFICATION C203-91 AND C205-89. .. - - , }_' - - - - ' -_ - _- - __ __-_ �. ... 1111. � � k i {{ I. A. .. r.— - - - -+ - 7 r - - -�- STT r t , t : : t } }. i . : 3. SAND BEDDING AND SAND WKFlLL IN PIPE ZONE IS REQUIRED UNLESS NATNE MY�TERX } r r i S, o• -- -- t__�. _' t I IS SUITABLE AS DETERMINED BY THE CM INSPECTOR. _ - t � # � �- C P-�-� ' r ' t , i � i ' i i i } 4. STATIC WATER PRESSURE YVITHfN THIS SYSTEM IS 112 PSI ANN. MID 120 PSI MW(. t 5. PRIOR THE ACTIVATION OF ANY NEWLY C0� WATER L.N�1 TESTING AND } i I STERIUZATION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 5 OF ' r , t # I ! THE CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. _ 6. ANY CONTRACTORS PERFORMING WORK ON THIS PROJECT SWILL FAMILIARIZE THEMSELVES i t t t t - - I t ANY DAMAGE TO EXISTING t I t I- WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR t FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. O PROFILE SHALL RETURN A LEGIBLE AND CLEAN SET OF -AS-BUILT" DRAWINGS TO HORIZ 1"= 40' I f } f x I f I P { � �_ � _ �_ _ �_ -�- __;__ -�- -� ��� � � THE CITY OF RANCHO CUCAMONGA. THE CITY WILL FORWARD THESE TO CCWD. VERT 1-- 4' I }(EX ST $ Y. S WE ) : -� - 8• ANY CHANGES IN THE WATER UNE DEPTH OR 04AMES CONCERNING CONSTRUCTION PMN 1,= �� + + + + + SWILL BE REPORTED TO CRY OF RANCHO CUCAMONGA AND CUCAMONGA COUNTY WATER 0+00 DISTRICT INSPECTORS. _ BREAK INTO EXISTING MANHOLE 9. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-227-2800 AND THE AND CONSTRUCT INLET, DROP, FOLLOWING UTILITIES TWO DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY PROBLEMS: — AND RECHANNEL BASE FLOW PER CCWD STD DWG. 19 / �R / CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 SOUTHERN CALIFORNIA GAS CO. (909) 335-7572 GENERAL TELEPHONE (800) 469-8343 10. A PERMIT SHALL BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA ENGINEERING Jar. DEPARTMENT PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. FL _ 11. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SWILL CONTACT THE CRY OF -- RANCHO CUCAMONGA PUBLIC WORKS SECTION AT (909) 477-2740, EXT. 2341 AND THE THE MON RED INSPECTIONTY WATER DATE. ICT AT (909) 483-7440, TWO WORKING DAYS PRIOR TO CUT AND INSTALL 3 WATER TIGHT PLUG ON / �� PROP. SEWER CONNECTION TRACT 15783 � 81+35.26 CARNELIAN STREET 12- APPROVAL OF THIS PAW BY THE CUCAMONGA COUNTY WATER DISTRICT OR THE CITY OF \ / x \ ♦ _ 2 1+00 VIVERO ST_ RANCHO CUCAMONGA DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR \ EXIST. 8" VCP / / \ m - THE EXISTENCE OF ANY UNDERGROUND FACILITY. BRICK AND t< SEE PROFILE LINE 'B 2 _ 13. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM CUCAMONGA COUNTY WATER DETAIL A MORTAR EXIST. / \ •. '' SEE PROFILE LINE "A" R/W EXIST __ l DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATIONS OF THE NOT TO SCALE INLET AND - - - - - - 'h! xB _ -- _ - _� -j _ J ___ _ PROPOSED WATER SYSTEM PRIOR TO CONSTRUCTION. CHANNEL FR 1� ��� - - - .� -- - --- j 14. TRENCH REPAIR SHALL BE PER CRY STD. 120 AND CUCAMONGA COUNTY WATER DISTRICT BREAK INTO EXIST. 8" VCP - C J - _ - --- DWG 1 _ - - -- - _ - r� STD. N0. 3 . SEWER AND CONSTRUCT NEWS - - - ._. _ _ �I�. r -_. r --_- - - - - �_ ._ 81+00 - - M.H. PER CCWD STD DWG 18 _ -- _ _ _- ---- - - � � ___ � -' �~ ��"'� 8 +oo - ' - - / - -'---REFERENCE N01'10'10"W AND RECHANNEL EXISTING � - ----" � - �-� � � -�"`.oy � -� C��, o � - - / _ i 8T +00- a' V.C.P. i� _ -ao n ` "`s MHo i ��REFERENCE CCWD DWG. rp lk71-SI-I LOW _ - STREET 77+00 _ ,o NO3*10 ,0 �' `; , a \.\ fid + - -- $"w- - `-�- - - - - - - - - _ R N ELi AN — ------- 76+00 16 Ln - . 00 $ - _ - - - - -e'er - - - - - �S► * - — - �/w _ ' -o --L/�. 8 ��-- w Hf' S SMH — _ _ _ _ Com_ _� ��Z` �, 7- 2 •r v� a PREFERENCE 2 �� „� '�� p• � �,, r y _ _ �1-ti — -- _ P h 0 t' / / U' FOR TRACT 9157 p Pfd' $ — _ r _ — l `�,�' ° �aJv k?�` p;c,.�� t �� 4s�j SEWERUNE CONSTRUCTION NOTES (CCWD PLm) CUT AND INSTALL REF. CCWD DWG.--, �► — �� WATER TIGHT PLUG � �,- ��-�� _- � vim' � � '� r A�/ " — J Q Q ,<p p� GTE PEDESTAL . CtiC 1 BREAK INTO EXISTING MANHOLE AND CONSTRUCT INLET. DROP, AND RECHANNEL ON EXIST. 8 VCP _ G�� '�P �� \y Cs �Q�_ j� •� ,�Q-�G J� 5p ti� C?�� �}j• BASE FLOW PER CCWD STD DING 19 AND DETAIL "A' THIS SHEET. » » 'lb �'�� .Q. �P� S`); �•'O�' 'P 22 CONSTRUCT 8' V.C.P. SEWERUNE. DETAIL B BRICK AND MORTAR REMOVE PORTION OF M.H. THAT CONFLICTS WITH THE ��- ��O �► G �'� BJ � `�, a— CONSTRUCT M.H. PER C.C.W.D. STD. DWG. NO. I& STREET AND STORM DRAIN IMPROVEMENTS. INSTALL rj EXIST. 8" V.C.P. �_ � �G WATERTIGHT SEALS ON 8" SEWER LINES AT LIMITS OF �� * 0 ,�ti Q X ! ,s 4 INSTALL WATER TIGER PLUG. NOT TO SCALE �'�j �0 pQ` '�� �' REMOVALS AND BACKFILL WITH 2 SACK CONCRETE i •� ' G J � 5� 8" CMLdtW xN� = k \ �fT SLURRY. ��x ,��,• ` '�j ti '�� �{. G� a-- BRE/1K INTO EXISTING 8 V.C.P. SEINER AND CONSTRUCT M.H. PER C.C.W.D. STD. x�'�' �$' x �'�- J G o0 4, F�,tio4, DWG. NO. 18 AND DETAIL -B- THIS SHEET, RECHANNEL EXIST. FLOW. WELD 8"X45• ELBOW �� � opt► 7 ��' 8 J ti WATERUNE CONSTRUCTION NOTES (� PLA N) 7 ti A `C+ "L{Q 8o-- INSTALL 8- CML&W WATER UNE PER DETAIL -C- THIS SHEET (42- MIN. COVER). p�• 4 ,`, 7 WELD AND INSTALL a x4S ELBOW. C� 3 8 TACK IN ' WELD ALL JOINTS WITH 80 FROM ELBOWS PER CCWD STD. DWG. 9. EXIST. 8" CML&W °D WATERLINE TO BE �, Ep��E �1 4 REMOVED 1 "=40' 3 No. x4959 � BASIS OF BEARINGS DETAIL C (nP-) / ► a EXIST. 8" CM LdcW THE BEARING OF N01'10'10"W FOR THE CENT'ERLJNE OF CARNELIAN Q>— PAGE 78-80 OF MAPSSTREET PER TRACT , IN RECORDS OF SAN BERNAJONO COUNT57 SHOWN ON A PLAT RECORDED IN B"Y � NOT TO SCALE WATERLINE `!%q CAta�� CAUFORNIA. WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. BENCHMARK ELEV: 1302.317 PLANS PRE ED UNDER SUPERVISION OF PLANS PREPARED BY DATE APPR DESIGNED BY DRAWN BY CHECKED BY BM NO. 10048 f 1 CCAMONGA COUNTY WATER DISTRICT DRJ►11ING NO. 2" BRASS DISK IN TOP OF CURB BRIDGEL�� Y Rancho Cucamonga �� "�""` CSB CSB CCWD WALL OVER CUCAMONGA CREEK FLOOD � losoo c� cr,ar Dr+Y• DIRE OF EN .EKING CARNELIAN STREET CONTROL CHANNEL STAMPED "CITY OF HONCHO CUCAMONGA, CA 91730 WILLIAM J. 0 NEIL RANCHO CUCAMONGA BM 10048 1987" AT (om) 477-2740 CU MONGA COUNTY WATER DISTRICT SCALE WORK ORDER No. 4L SOUTHWEST CORNER OF CARNELIAN STREET ENGINEERING DEPARTMENT FROM VIVERO ST. TO 500' SIO VIVERO ST. AND RED HILL COUNTRY CLUB DRIVE, 75 FT 24953 9641 SAN BERN�►,RDINO ROAD CUCAMONGA. CA 91730 S� �E OHM 1 OF i REV DESCRIPTION TE 'D WEST OF CENTERLINE OF CARNELIAN STREET DATE RC•E (909) 48 -7440 SEWER AND WATER LINE RELOCATION