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HomeMy WebLinkAbout1847 BENCH MARK NO. 148-B GENERAL NOTES AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. CL HIGHLAND AVE., 24' E. OF CL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CiTY OF RAN(H0 STREET CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- ETIWANDA AVE. AT THE N.W.C. CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL OF 4X8 DROP-IN-BOX FOR NYS N �� BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. T T DRAIN CULVERT, SET STD. BRASS 2. ALL PIPELNES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, ELEV. 1432.612 VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WiHIN THE RIGHT-OF-WAY LIMITS OR N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHOCO CUCAMONGA. SHEET (STRIPING) SME7 CO% NOTES �y � 3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SHALL FAMILL4RiZE HIMSELF WiTN THE _-- �JANTMS SiTE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISnNG FACILITIES RESULTING 1 CONSTRUCT 0.54' A.C. OVER 0.50' AGGREGATE BASE 31,770 SF DIRECTLY OR NDiRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THIS SHEET 2 SHEET 3 2 CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE 42,276 SF 4. A PERMIT SHALL BE OBTANED FROM THE CiTY OF RANCHO CUCAMONGA PUBLIC WORKS, 3 CONSTRUCT ACCESS HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY 2 EA OR RANCHO CUCAMONGA EASEMENT OR RiGHT-OF-WAY. SAN BERNARDINO COUNTY , 4 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 3,106 LF 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL FLOOD CONTROL PROPERTY 5 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-A 865 SF BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE SAN BERNARDINO COUNTY PROPERTY 0 ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE CITY OF RANCHO WE �CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 7,970 REQUIRED BY CiTY ENGINEER AS NEEDED AT WARPED OR VERTICIL CURVE AREAS. CUCAMONGA UMITS 7 ADJUST VALVE COVER TO GRADE CORRIDOR 3 EA 6. ALL sErrER, NATTER, ELECiRIC, cAs, PHONE OR OTHER unlet LATERALS, MAINS, OR caONGs Y �. - 8 MODIFY AND ADJUST MANHOLE TO GRADE BY MWD FORCES AND STANDARDS. SHALL BE CONSTRUCTED PRiOR TO PAVING. 3 EA 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BAiCKFILL, COMPACTING ORIGINAL - , s` \ j 9 SAW CUT AND REMOVE EXISTING A.C. PAVEMENT GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO '_ 7,563 SF _.. PLY 10 REMOVE AS NECESSARY LUMP SUM CUCAMONGA A WRITTEN REPORT WiTH THESE COMPACTION TESTS SHILL BE SUBMITTED TO THE - - - - _ ,T_ � _ - _ _.,�CUCAMONGA NGINAND/OR _ _ - _.. -- _ -_ CITY E EFR FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS SURFACING. _ 1f4 �: < <v: P.- ,...- . . _ PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 6 EA 8. AT THE COMPLETiON OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. _ - s - _ _ _ _ - _ = _ _ - _ _ _ _ _ _ 3 = _ _ _ 1` - _ = t Q s a * 111A INSTALL - - _, -.. CONSTRUCT STREET LIGHT 9500 LUMEN P �. �,II �_ -'-; , -: - , - � � i ' --� ALL 22,000 L HPSV STREET LIGHT ON A TYPE 19 480 SIGNAL AND/OR LIGHTING STANDARD POLE LISTING ALL TESTS OR DETERMINATIONS COMPLETED To VERIFY STABILITY OIL CONTENT AND WITH 15' LUMINAIRE ARM 2' CONDUIT SWEEP AND FOUNDATION PER CALTRANS STD PLAN ES-6R. GRADATION OF ASPHALT PAVING. - yr; LUMINAIRE SHALL BE CUT OFF TYPE WiTH PHOTOELECTRIC UNIT. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY BANYAN ® Y v.. 12 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 304 AND 305 ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE V J s 2 EA ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE STORM D M LINE "A" � `( 13 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CiTY OF RANCHO CUCAMONGA STD. PLAN 307 2 EA 10. PAVING SWILL BE PERFORMED N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO SEE SHEET 5 STORM DRAIN LINE "D" U SCE • 8__CONSTRUCT DRIVE APPROACH & SIDEWALK PER CiTY OF RANCHO CUCAMONGA STD. PLAN 101, DETERMINE STRUCTURAL SECTIONS. STOW DRAIN LINE •B. SEE SHEET B CORRIDOR TYPE C OR TYPE R-2 AS NOTED ON PLAN 1603 SF 11.WHEN MIPROVE10ENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MA • ' « � 15 PVC 2 RAIL FENCE PER LMD PLANS NA THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SNUB- SEE T 5 � C STORM DRAIN UW 'E-1' GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A ROCHESTER SEE SHEET 6 16 COMMUNITY TRAIL PER LMD PLANS NA QUALITY BETTER THAN THE NATIVE I"M` AVENUE SEE 7 17 INSTALL 6' CHAIN LINK FENCE PER S.B.C.F.C.D. SPECIAL DWG 1 (SEE SHEET 9 OF 9) 3,394 LF 12 T THE HE E ASPHALT OON PA FOR USE UNDER IS T. BE PLACED HA SUB-{RADE. A SOILS IED A ANT REGISTERED F ACT RBY E SAN BERNARDINO COUNTY STOW � � OF 18 INSTALL 20' WiDE DOUBLE DRIVE GATES PER S.B.C.F.C.D. SPECIAL DWG 1 (SEE SHEET 9 OF 9) 9 EA RECOMMENDED RATE FOR TIiEAFULL�PAVEMENT WI17THLL �PRIOR TO�A�ED AT THE MANUFACTURER'S � 7 19 PROTECT IN PLACE FLOOD CONTROL PROPERTY LUMP SUM 13.ESTIMATE OF QUi NT111ES IS PROVIDED BY THE ENGINEER ONLY FOR THE � OF THE STS � UM 'F" 20 REMOVE EXISTING 30" STORM DRAIN FACILITIES (CONCRETE PAD, HEADWALL, AND EXISTING PIPE) LUMP SUM DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES wm � BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SEE SHEET 7 * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WiTH CITY TRAFFIC SECTION. SPEC:IFiCALLY LISTED N THE ESTIMATE OF QUANTiiES SHALL BE CONSIDERED AS INCLUDED N THE OTHER Il]ris Of WORK. MT ° ' � � INDEX MAP STORM DRAIN CONSTRUCTION NOTES 14.STREET SIGNS PER CiTY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SWILL BE CONSTRUCTED WE SCALE: 1"=150' - - AT EACH INTERSECTION sr�r � Q � MATCH EXISTING PAVEMENT cp o 9 INSTALL 6' FENCING PER CALTRANS STD B11-52 TYPE 7 (STS SHEET 8) z � � z � 1593.71 � 509 LF 15.CITY APPROVAL OF PLANS DOES NGT RELIEVE THE DEVELOPER FROM RESPOWMLI Y FOR THE 6 • MATCH EXISTING PAVEMENT f y z � vg 31 CONSTRUCT 24 RCP (D-LOAD AS SHOWN ON PLAN) CORRECTION OF ERROR AND OMISSION � DURING TO HE CITY E UPON REQUEST THE 9 N W19 _ 32 CONSTRUCT 36" RCP (D-LOAD AS SHOWN ON PLAN) 203 LF REQUIRED PLAN REVISIONS SHILL BE PROMPTLY su�inTED TO THE CITY ENGINEER FOR APPROVAL ��3.8t ZS 6 w 25 I V J (1593.24) _ ( 89 LF NOW= AENtIE 16.WORK SITE AND EXTERIOR STREETS SHALL BE N A NEAT, CLEAN, HiAZAR0 FEE, ORDERLY STATE, .Q (1593. " 14 �-- 33 CONSTRUCT 72" RCP (D-LOAD AS SHOWN ON PLAN) 198 LF THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ..._ ` 19 T TO T EX 17.CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. \ Xl I o--CONSTRUCT TRANSITION STRLICIURE NO 3 PER CiTY OF RANCHO CUCAMONGA STD PLAN 336 \ I (SEE PLAN FOR A AND C) 1 EA GENERAL TELEPHONE 1-800-483-3000 - ` �y� 18 18 ° 19 �+ E --CONSTRUCT HEADWALL WING-TYPE PER COUNTY OF SAN BERNARDINO STD PLAN 209 (SEE SHEET 8 OF 9) 1 EA I SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. ..• ... 1595.2 R I CONSTRUCT PIPE CULVERT HEADWALLS, END WALLS AND WiNGWALLS PER CALTRANS STD PLAN D90 216 N. EUCLID AVENUE 1-800-427-2000 COMM. K ONTARIO, CA 91762 X FG-GB � V 594.8 ` (SEE SHEET 8 OF 9) 0 _X �* 19 �;�� F GB I X 8 EA VICINITY MAP 17 - .6 1 g �, _ -_ PLACE 2 TON GROUTED RIP RAP - � / 9309 1 � SF CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 -- 2 ',:� 3. , ( ) - Y 2 19 9641 SAN BERNARDINO ROAD NOT TO SCALE _ _ 7<:- _ :n; 1g 17CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD PLAN 069 (SEE SHEET 8 OF 9) 1 RANCHO CUCAMONGA, CA 91730 - - - -- - 39 EA METROPOLITAN WATER DISTRICT CONTACT: CONSTRUCT SLOPE PROTECTION PER BANYAN STREET TYPICAL SECTION SHOWN HEREON 21,943 SF 700 N. ALAMEDA STREET (909) 780-1511 EXT 2764 - -- - _ - CONSTRUCT 96" RCP (D-LOAD AS SHOWN ON PLAN) LF LOS ANGELES, CA 90012 MR. JOSEPH MIRONE - 230 P.O. BOX 54153 WATER SYSTEM OPERATIONS GROUP N ;� _ ---i4 6 - 41 TEMPORARY CMP CATCH BASIN PER CITY OF RANCHO CUCAMONGA SiD PLAN 311 1 FA LOS ANGELES, CA 9054-0153LEGEND = z6 _ ` 45:01 T ' zs @_CONSTRUCT PIPE CONNECTION PER DETAIL SB220 ON SHEET 8 1 EA COMC1205 ST. POT 90RTION OF RED HILL) 7.23 27+ 1 9) 983-9895 ---- 9 43 CONSTRUCT CONCRETE CUT-OFF WALL PER SECTION "B-8" ON SHEET 8 5 EA 1205 DUPONTD910 ONTARIO, CA 91762PROPOSED A.C. PAVEMENT Ft STREET N 95. TC 19 1594 C a-CONSTRUCT PIPE CULVERT HEADWALLS, END WALLS AND WARPED WINGWALLS PER CALTRANS STD PLAN D86 CHARTER COMMUNICATIONS (909) 343-5165 - - - - - ---____ - . _ (SEE F 9) 1 EA 6680 VIEW PARK COURT SHEET 8 0 EXIST. EDGE OF PAVEMENT �11� '34 4 STRIPING CONSTRUCTION NOTES RIVERSIDE, CALIFORNIA 92503 REMOVE EXIST. A.C. PAVEMENT 20 20 -__ CONSTRUCTION DEPARTMENT C/0 STUART KING EXIST CONTOUR M FG-GB -,�,, ,.}.. 1520 - - -- - N, PER PUN, PER CiTY OF RANCHO STD. PLAN 133. 30 EA y PROP. P.C.C. IMPROVEMENT 1520 PROPOSED CONTOUR - - - INSTALL TRAFFIC CONTROL SIGN, f 19 sc 51 PAINT PAVEMENT MARKINGS PER CALTRANS STD. A24-A THRU A24-E AS INDICATED ON PUNS. I PRIVATE S NOTICE TO CONTRACTOR �� 17 16 EA J 172 LF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PUNS � , RIGHT OF WAY 1 g 52 PAINT 12 WADE SOUD WHiTE STRIPE PER CALTRANS STD. PLAN A24-E WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE 2 2 53 PAINT DOUBLE 4" YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 1540 LF CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BI' MADE IN ALIGNMENT AND/OR �G�RADEE OOF��THE PROPOSED IMPRdVNENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY URES CURB AND GUTTER TB TOP OF BERM 1 54 PAINT 6" WIDE WHITE BIKE LANE STRIPE, PER CALTRANS DETAIL 39 2,865 LF NOT SHOWN AN THTFPUN S SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR I T CONSTRUCTION CONTRACTOR AIREES THAT IN ACCORDANCE WTTT•I GENERALLY ACCEPTED CONSTRUCTION FS FINISHED SURFACE ST FG-GB 19 55 PAINT 6" WiDE WHiTE BIKE LANE DROP STRIPE (100' MIN) PER CALTRANS DETAIL 39 100 � PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE MID COMPLETE RESPONSIBILITY FOR Q-� STREET �� T APD IF SLO 23'1 27'f 5s REMOVE EXISTING STRIPING AS NECESSARY PER CITY OF RANCHO CUCAMONGA STD. 133 AS REQUIRED JOB SITE IbONDmONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS TC TOP OF CURB 7 57 INSTALL CLASS I FLEXIBLE POST DELINEATOR PER CiTY OF RANCHO CUCAMONGA STD. 130 AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTiNUOU!;LY AND NOT BE LIMITED TO FL FLOW LINE ' 6 EA DESGNROEISOL� AND SOFUANDC�ITYRRARELED ) EDTONTHDE � t2� '7-6-S , SIDEWALK DEIPSIONAWRMLESROM � ALL ILITYEL OAEGDINCONCIWiTHTHI 58 PAINT 4" WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN A206, DETAIL 27B. 100 U PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY' ARISING FROM THt SOLE NEGLIGENCE OF DESIGN 59 PAINT 8" WIDE SOLID WHiTE STRIPE PER CALTRANS DETAIL 38A. 50 LF UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR PROPOSED CHAIN LINK FENCE MATCH EXISTING PAVEMENT * • MATCH EXISTING PAVEMENT w�RmNGFA°NRb MUS�BERIAP�PROVE�DGBI' THEOPREPARER OF THESE LPLAN•S.� CHANGES TO THE PLANS MUST BE IN TO BE PERMITTED MAINTAINED SBY BCF�CD 9 1587.St DETAIL A 1587.71 9 SCALE:1 -30 TOP OF SLOPE FILL NORTH SOUTH CAP R/W R/W PROPOSED CHAIN LINK FENCE UNDERGROUPD 8 1 JCTUFES BACKCUT UNE TO 67' R.O.W. I TO BE PERMITTED AND 11 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER TOP OF SLOPE 44 18 - MAINTAINED BY S.B.C.F.C.D. EXISTING SURVEY MONUMENTATIONREVISE GRADES LINE SVT. 5 " " I OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED PUKE 1/2 TON SLOPE 1.�Ix' SECTION LINE 'x 1, 4N6. WiTH THEIR APPROXIMATE LOCATION AND TENT THE OWNER BY ACCEPTING PROTEt�ON PER GREEN BOOK i VARIES 4 TO 6' r a�� � Q EXUqL CITY x I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF DESCRIPTION OF REVISION DATE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO 5 5 22 22 6 12A ��``' `���.k �':'�,,,, • � � APPROVED: AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY STANDARD SPECIFICATIONS FOR x, 1 i COMMUNITY' 1 RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UnUTiES OR PUBLIC WORKS CONSTRUCTION - CLASS II 5' BIKE LANE TRAIL WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS. f CITY 0 F RANCHO CUCAMONGA STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATE=D ON THE PROPOSED 3:1 SLOPE 2z yG x ! �82C • <_ .,. r 270 l PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR -- � - D �1 STREET' AND STORM DRAIN SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE BACKFILL t __4. y�_`:' , �� �x44 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES =` _- �: �� TAAp I SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SiTE. IT I ��__ � �_. � MP - 4 I 14 15 DATED � .2� '�� f �fi ^ F,JP � IMPROVEMENT PLANS SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF 6 28' I # 2 MARK WARE - L.S. NO. 5820 A`�/ BANYAN STREET-OFFSITE THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ,•' 15' I 15' SURFACING TO BE SEATED ON AN EXISTING I IMPERMEABLE BARRIER PER CITY PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE ROCHESTER AVE. TO 16" CM4' SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TOBE USED TO ROR S E COUNTY 1-1/2:1 � WATERLINE I LAID PIANS DWG N0. 1803-L CEWESTERLY TRACT BOUNDARY LANDSCAPING AREA RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED RANCHO ETIWANDA TO DIAYUGHT 5' CATCH 96- MND PROPOSED FUTURE pEX CITY LMD PLANS TO THE CITY. R O APPROVED BY: Underground Service Alert POINT PIPELINE 24" CCWD 96" MWD DWG N0. 1803-L Q Of E S S i Nq _ � DATE: EXISTING WATERLINE PIPELINE PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF �t�0 oN0 J. q� CITY ENGINEER Cil ' 4 RCE: 24953 y FILTER BLANKET PER SOILS �v �� 2 DESIGN p1� RECOMMENDED GROUND THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WiTH THE COUNTY ti Cat TOLL FREE ENGINEERS RECOMMENDATIONS BANYAN STREET SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED �' arm �o ) ML/JR/DBW ALLARD ENGINEERING 1-� TYPICAL SECTION PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE W No. 36052 m �* B�3 5wn A�oat 227-2600 # STA 14+32.42 TO STA 22+46.96 (Tl 6) PROVIDED TO THE Cf1Y. Q DRAWN R/HG/JK/DBW Ford `. SHEET 9 Exp.6/30/200 30 2004 �, stns Fa�S&I'M SJ, � OF C L ,�a TVI , STA 22+46.96 TO STA 30+00.00 (TI-8) '9 gz NTS Q F OF CA``FC CHECKED7-- D,J. D R.C.E. 36052 SWING NO. TWO WORKING DAYS BEFORE YOU DiG CITY - ExPrRES 6/30/04 1847 QA PROJECT SHEET N0. OF F""" W'`DMG`1210``aa` "" `-cTKtIS\BkN'V,'\80• " -1.D"'e Dot#. SEPTEMBFR 25. 2002 M — �t BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND t ETIWANDA AVENUES, 66 N. CL VE. 24' E. HIGHLAND AVE., OF CL j ETIWANDA AVE. AT THE N.W.C. j OF 4X8' DROP-IN-BOX FOR I v tD SKIN CULVERT, SET STD BRASS �- R U � : PORTION ,200. YC- _ � ELEV. 1432 612 °) i PROPOSED NORTHERLY U PVI S = 21+50 0 - 0 TOP OF CURB - PVI ELE V = 1607.66 900 . + QI-i (D _ N(p 900 i 16io LT- to O CID�UCO O 1610 LT V) Do o Li V) '. I t j w > c0 O c�0 +p M M I j t N �� ' Q _ h _ _ I t t EX1'STING GROUND 27' ~ _ . f N I ' t j LEFT OF CENTERUNE to + I +I I I f PROPOSED INISHEII �RFACE _ SEE SHEET 1 OF 1 R/W N _ ._ tD _� OVER EXISTING GROl1ND j - - _ _ _ _ -_ BANYANTYPICAL SECTION } N + f r` } cp T j. 4 , »-� r ; 2(30 VC: FOR SLOPE PROTECTION + 1 "r' i / 1 , — — _ — _, - Vl STA 21+50 / 1 ELEV 16 59 �-0.609; I _ \ /: �` PVf O Cn cn P 07 5 _ 959; i >r i rn >n o 2.0% o +o, a aD -_ _ - _ -. _ - _- 20 WIDE j 0o N,n o� - - 31 w o 000 o _ GRADED + 0 \ ACCESS EXISTING A . PAVEMENT t m`r° N`�° N� SLOPE \ ROAD 3:1 SLOP AT C/ STREET + ► j - 01IYL E I j , PER PLAN ' \ 2.OX EXISTING GR 55 33 EXISTING GROUND EXISTING GROUND L.O.C. t t 0 CENTERUNE 0 CENTRLWE t SECTION 'A-Ag 11 NTS _ - - - - v _ _ _ - - _ _: _OD - - � t6 cv j 1 - r 2 .Ob VC ODrn rn _ O _ � _ - _ 1 _ ,_. PVI ST - 21+50 t1 c~o j o d� PV1 EL = 1607.66 0 U Ir rn ,rn of j ° rn l r _ + c° 0 0 0 - _ 00 9,59Mm cp `it 610 RT �p ;610 RT- >co o w +6 _- TAN-- 5.20% AN= j N 5.209 1 EXISTING (MOUND 40 PROPOSED SOUTHERLY _- HT F - RIG 0 CENTERLINE TOP OF CURB A r PROFILE SCALE 1 _ _ - HORIZ: 1 40 I"= 4' , VERT: 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 PLAN SCALE HORIZ: I"= 40' 19 17 41 14 31 38 14 GRAPHIC SCALE Ld �7M BER(A M � m Y U 40 0 20 40 80 100 O (/) w Q w L7,! J /�/y�r'�'�/ z z a 3 L` - Q v w S > U U 3 N VII 1 RANCHO COUNTY W ZNZZ Y C7 J > m W O 1,3� = s N Z m W W H- - m Q > CJ Q N Cl W (n Z F- LL- Z O > U W OD O �} — O = W Z Z CUCAMONGA — LLJ W W Z J M co Q O I � O O U rl J:2 L�YIi I�7 IN FEET ) CL EXISTING 16" ~ w Cc a u W m Z oo op coo 00 ��`' U o o 0 39 a M r) UWJ CCWD WATER UNE + C> o ao rn _ F- 1 inch = 40 ft. �i z Q L m o r Z a o O p Co rn - b 0 II o + L` rz o ►� ►�+ 3 Z O = co cn co + + o o ^ J w N ca + + t` O o w M d V J- Z �} \ 1ti15 cD tp J Q N CL EXISTING .- " M ry �+ Z �+ v 3 - 114 96' MWD PIPELINE 1s2n+ c� -,F,r, 6� - - -' \ r`,) r rr'`' `.r- r+i-r�' i CURVE TABLE MWD PERM °s _ � D R L T A 00'35'19" 1222.00' 12.55' 6.28' Ac - EASEMENT ` � -- ♦ LT ++ f '+ � i r r625 - �, 60 G �'. 1t \ �` �� �+ _ 1 39 10 ai 00 B 00'35'19"' " 1200.00 12.33 6.16 -- _ _ , FUTURE R/W -- _ - , � C 00'35 19' 1178.00' 12.10 6.05 - _ ,. 'so 18 l _j 3 z 1606.0 ' . =. 1605.0 u D 00'24'05" 1 178.00' 8.25' 4.13' - _ G m FUTURE CURB -- -- _:_ ti. - t 1607.0 R F�- `'��` . 1pc E 90'34'50" 35.00' 55.33' 35.36' AND GUTTER y, _ 9 10 ' 1 _ .. ,. :� to _ N � . :., s,� �..►.00 - i C 37 180-6. T— Z e _ __ _ __ _ __ __ __ _ _ _ Wr N _ N - ' -_ • -_ -_- V11��'7 -► - 9 » - WD9fT - - �FS" �._-' _- w _ __ t� -1v-�7QW '_ - C » » . . A _ _ �� -- - - — — - - - - - ---- - --- 'u _ -- k --- - W Z � , r _ � ��1" -- Q 9�f 3"w - ' - j- - } - 1 _�N89'34'33"W_ — 1 _ 9 -- "' __._ — 2 `„ t7 $ � _` Q a — — — — — — — — — — — m C-4 EXIST. EP S89'34'33'E _,, 1611.16 EP B p 7 -r- d — :c„ - - B 1 i k © N - 3� w _ -- - —� 9 w ZC)W — — 9 `, 10 - _ 3 N 1 11. 15 R W A co 1600 a - - �_ - - = ,� 1606 R/W MWD FEE N1606 �, ,so+ 1604 ,7 I ��'t 1602� � .-, ,602 EASEMENT �� � 18 SOUTH UNE OF THE I I37 6,3 ,5se � � NE 1/4, SECTION 30, FUTURE MWD y ��I -- `` * �`` 'L� $^ \ , 45ss ,596 • — )sus 1 � `� T1 N, R6W, S.B.M. AOO WATER UNE W �'� j 1 �,5s4 ,59}/ ��s91 ,59� i 9� 1 1592.8 EXISTING �� EQUESTRIAN �; b U ��r0 \� Q \ 1592.8 FG 43 FL 1592.8 FG t % 4 rF-.)' `r ��-++%ri/v Ls TRAIL \ t ) w w "� 37 - ', F �� 1� 1T .L JDA s _f �► r Z °° Prpt rY _ O '60C r ` n' i EXISTING CURB 1 0' I� - \ .?�a En �� Q %s„ _ a uj w�' AND GUTTER µ 1 z Z DESCRIPTION OF REVISION DATE �� Q v o o Q APPROVED: \ 3 Cr Z a M z �, o F- i ` 22� 22 8' = z w o a m o o J SOUTH LINE OF THE a J o o Z J arf or- o � , ,� U �o� � M MN N OCD 0= M NE 1/4, SECTION 30, M Z � 00 + CITY OF RANCHO CUCAMONGA CUCAMONGA u•i of w ao r- m aS r;z Y o> o o + L` 0- _ - v~i� Cr m T1 N, R6W, S.B.M. ao �i J o N w RANCHO + ROCHESTER w Z � 0 o w LLJ o W rr . m J J I N O)V) N (/1 U N(!1 0 N AVENUE - 3 + + S rn W r STREET PLANS EXISTING IMPROVEMENTS ,7 „A ,40 BAWAN >> � +N STREET „ PER DING N0. 1215 o BANYAN STREET-OFFSITE SHEET 5 OF 25 11 CONSTRUCT STREET LIGHT 9500 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS STA110N 14+32.00 TO STATION 21+00.00 STREET CONSrTRUCTION NOTES * 11A INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 19-4-80 SIGNAL AND/OR LIGHTING STANDARD POLE RANCHO ETIWANDA 1 CONSTRUCT 0.54' A.C. OVER 0.50' AGGREGATE BASE WITH 15' LUMINAIRE ARM, 2' CONDUIT SWEEP, AND FOUNDATION PER CAI-TRANS STD PLAN #ES-6R. 2 CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE LUMINAIRE SHALL BE CUT OFF TYPE WITH PHOTOELECTRIC UNIT. STOW DRAIN CO �CT APPROVED BY: ( DATER - UndergrotM Service Alert 3 CONSTRUCT ACCESS HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 ,4 CONSTRUCT DRIVE APPROACH a< SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 31 CONSTRUCT 24" RCP (D-LOAD AS SHOWN ON PLAN) QRpFESS�p�� CITY ENGINEER ( 4 I RCE: 24953 15 PVC 2 RAIL FENCE PER LMD PLANS �O N� J. q � FORE Y 4 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 37 PLACE 1/2 TON GROUTED RIP-RAP �� � f DESIGN RECOMMENDED o Cat TOLL FREE 16 COMMUNITY TRAIL PER LMD PLANS tic" 9 2 ALLARD ENGINEERING 6 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 38 CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD PLAN D89 (SEE SHEET 8 OF 8) v, �`� �o Z ML/JR/DBW a.0 s > 1_ 17 INSTALL 6' CHAIN LINK FENCE PER S.B.C.F.C.D. SPECIAL DWG 1 (SEE SHEET 9 OF 9) No. 36052 r" s,� e. 7 ADJUST VALVE COVER TO GRADE (WATER MAIN). 39 CONSTRUCT SLOPE PROTECTION PER BANYAN STREET TYPICAL SECTION ON SHEET 1 OF 8 �,, rri DRAWN r r� sates SHEET 18 INSTALL 20' WIDE DOUBLE DRIVE GATES PER S.B.C.F.C.D. SPECIAL DWG 1 (SEE SHEET 9 OF 9) Exp•6 30 2004 Mw s 1815 r�"M zri,� 227-2600 9 SAW CUT AND REMOVE EXISTING A.C. PAVEMENT 41 TEMPORARY CMP CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD PLAN 311 CGR/HMG/DBW n 2 � 9 19 PROTECT IN PLACE 43 CONSTRUCT CONCRETE CUT-OFF WALL PER SECTION "B-B' ON SHEET 8 OF 8 q O I V►� �`P L Q.Q.�� TE. F� CHECKED RAYM D . AUARD' R.C.E. 36052 DRAWING NO. 10 REMOVE AS NECESSARY 20 REMOVE EXISTING 30" STORM DRAIN FACILITIES CONCRETE PAD, HEADWALL, AND EXISTING PIPE)) � CA1-� CITY EXPIRES 6/30/04 iQA7 TWO WORKING DAYS BEFORE YOU DIG * PAID FOR BY DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION DATE "'' r PROJECT SHEEI NO. OFDate R w k: ' sAR Fiver\mak i Lrn rrLru.n �; �nvn C) 100.OD' VC BENCH MARK NO. 148-B �� � o PVI STA ?8+00 _ -, o U PVI ELEV 593.97 Nr r- + ~ o 0 U - ETIWANDA AVENUES, AND 66' N. CL _ AVE., 2 u-i ,� r I o o v o U HIGHLAND 4 E OF CL _ Uo : rn ui v- p p p ETIWANDA AVE. AT THE N.W.C. �+y + o M cri N U-) o OF 4'X8' DROP-IN-BOX FOR _ - 9, m N 00 rn + ,.- 0o N U PROPOSED NORTHERLY DRAIN CULVERT, SET STD. BRASS N to 0D rn N F- DISK. - __ __ TOP OF CURB PORTION OF-20©.00 VC - 42.41 - _ _ 42.41 _, . -_ _.. - _ ELEV. 1432.612 PVI STA = 21+50 L.O.C. L.O.C. M PROPOSED NORTHERLY U _ _ - - . :_ - _ _100.00' VC - _. , -._. PVI ELEV = 1607.66 TOP OF CURB VI STA = 26+25 U 0 9 4 9 9 4 9 9 r� o ELEV = 1595.73 0 4 _. - _ o 4 4 4 4 4 4 4 - - uj cD 610 !LT 0o U o,00 z 100. VC 2.7 a F- V /7�7�+o r; tri r o o►- U U v U U v U v U U U U 19, `� o ~ : U o o PVI STA 28+00 � U ca cD + o r cD o N o F- F- ►- �- F- F- ►- F- m N h o N . o►- H tj V O \ EXISTING CURB �- I STA = 32+25 cv c�° a `nCNI rn N o rn o o cNv M °r° rn rn - o Tri M o +~ i «o ELEV 1593.90 oo ELEV = 1582.36 PVI N�' N cD + O to t1� d M M cp N U + � N cCi 00 c0 < O + O !n (n �j 1U- 041- N cD O O O O O 0 0 0 0 t� + to cD N _ - r O O L+- O L- Q ��. 6 N.- ♦ t0 tp t0 tD cD cD cp cD cD ♦ cp Z N to o) + p) Ii7 Net p (/) �\ + r,.) . N .- +o M © I R T N .- N Ln Ucr) ' °' V rn r oto o CO 0 �` in EXISTING GROUND 27- C14 - r oo ~ U U o RT- N _ _ EX STING GROUND 2 �i T- t >� + o ►ri co + to M LEFT OF CENTERLINE r n r M # Ki 00 n LEFT OF CENTERLINE .� U � pO o O N - - T N=-2.4890 u�� / N 00 rn N >L ` ` v N o o + 200.100 VC 00 r� �` PROPOSED FINISHED -- N n _ _ _ _ _ ` N ,n 04 r _ +2.5490 � PROPOSED FINISHED00 PVI STA 21+50 °� SURFACE AT ✓ r t `n 0D PVI ELEV 1607.59 -2 CENTERLINE --- OTJ,00 VC EXISTING DAY �' SURFACE OVER - -_ N 4.28 51�; o ,� a, EXISTING GROUND \ _o VI STA = 26+25 CHANNEL � rn oco P ELEV = 1595.66 F 90 -1610 C : �''� oo a = PROPOSED ERL �2 00 r 1�. 100. VC 2 73 o +o ,on t; U-i(D O o o ? N a, o �,� o � � o o �? o PVI STA 28+00 ao ( 100.00 VC _ cp +o t`c[i o o 1 w co o rn o oo � 6 V) ui( V) o 0o U PVI ELEV = 1593.97 Tc "r� EXISTING CL N.- cD +0 0 00 / ' EXISTIN GROUND 27 - VI STA = 32+25 N r co `° `n c° + U LEFT 0 CENTERLINE � o "� + + +o N N 'n + rn N o � cp co o � � o / L _ o c° +o N \ PRO�SFS FINISHED Q m N ,n �+ a`Oi + ,r; N N rn r o 0 0 ELEV = 1582.29 -- -- '� N co o No tl SURFACE AT v N to o +t Net a � U � � 00 r _ (40 ° a� ¢ N CENTERUNE F- N v►°n' U O r o `n ~ _ _ _ -- ~ �? o w cn _ + o ` -� - _ _ _ N co r-i N o EXI NG GROUND i i'11� m 0) + N N coo ` o g�` o o _ :_ - CENTERLINE - - : _ oo - _ _ M o EXISTING GROUND N + U 0 CENTERUNE ` v + N,n r / 00% N OD > � \ ` � `' M � + o 0) N II? 200.00' VC _. y M 0D M PVI STA = 21+50 100.00 VC M00 w � N PVI ELEV = 1607.66 2.�l� co o toM o17 VI STA =�6 25 1 cn p `� co o ELS= 1595.73 i - PROPOSED SOUTHERLY ` w to r(o EXISTING GROUND coL : __ U " _ . TOP OF CURBo --® co o�' U v 0 CENTERLINE r ►- ✓' , `2 > +� �� - p OF- �U jr) 7 S � aFP- U w U cD +o r- ca o o co tc) N F- U N co +0 o c6 to + an o r o + v EXISTING CURB o _ N N� + O C,4 U-)N ca m + rn "� o o m ►� } U PVI ELEV 1582.36 TC N N coo �`� U N L ♦ Off? Lr) ca N N �� 6 r F- U N r m 100 v PROPOS SOUTHERLY N'_ N rn o _ _- z TOP CURB -:1 9; \ -r '"� 1 O - W 00 +r') In N O r F- 1 - 00 v EXISTING GROUND 40' �- t � ° + N o N \ RIGHT OF CENTERLINE _ _ _. ` C'4 CIO M + N N 00 EXISTING GROUND 40 PROPOSED SOUTHERLY o `� ''� r�cn TOP OF CURB -2 S 1 ° fl EXISTING GROUh@ 42 RIGHT OF CENTERLINE o RIGHT OF CENTERLINE `,, PROFILE SCALE HORIZ: 1"= 40' - VERT: I"= 4' 21+00 22 00 -;�r s. _ 23+00._. ? 24+00 _2 .+OQ, 2fs+00 1 2 +00 fi', �: r' ,1;28+00- -,r 29+00 -- j / PL SCALE 31+00 32+00 -�� �- \ X1.}1 11)?/ r /J j � � 1 \1 - i �1 �1�: ✓S%"' ��- ' -- ✓% - .I (_Ji, ` _ - HORIZ: 1 - 40 c l _ � -_ It -�- ���_ . � . � �, �:�` � -� ^. � � BRUSH cH � � 1 -� STREET CONSTRUCTION NOTES MATOT# ISTINO AC AT 2+30 RJ- i' i V >�- / \ _ v \ \�\ .\ \ / / `y % �, ( - , / 1 CONSTRUCT 0.54 A.C. OVER 0.50' AGGREGATE BASE r r S /� ---- - .33 AGGREGATE BASE �' x 2 CONSTRUCT 0 33 A.C.A.0 OVER �� ✓� / 1605 ` j r r �•� > �'\ \ `\ '' / -_ ' �' f -_, MATCH EXISTING � �.. I t606 DIRT ACCESS--ROAD / I 3 CONSTRUCT ACCESS HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 _ I G-GA�=��. SALVAGED � ffI � a�-AIV _ -..-- - AND REPU�CE€} 12PRQVVbaIENTS 1 4 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 _ - J _ _---:-ARE `�- \rte I ti PROPr �24+fi .s L"WMAN STREET=�; �, ; ( ;' \ --� �J1,'� � � ' i v 'r --�' ; PtTED Qp _ / CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-A 10+61:59 STORM 'I;?RA1N UNE 'D' 1. Ilo- 14597 WE r `� - -- - - X606 SEE SHEET NQ;,' 6 FOR ' f 3 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 - \ ` � ` ` ` j �;yi __i -` 'i STORM bRAIIV' DAT�4 i / f / 1 14 14 - t ` 4 ti 19 �' / i7 ADJUST V 1 \ �✓ / ALVE COVER TO GRADE CL EXI NG 16 w w ~ �( ; ,v/ \ -� 4J' s� ;_ _ %�" r r / 8 MODIFY AND ADJUST MANHOLE TO GRADE BY MWD FORCES AND STANDARDS I �' CCWD WATER LINE ( rn S ; ,$ ce rn rn � \ _% / ; v z ;n ! '� ti 7 (�� oi; �- ca c*i ' __� - 11: `� 00 0 - A% a. tet. - > Jc 1,� ,��' . 9 � m m � W o o 6 0\ /' i ,� �, rn w' M w _ �aF a �' SAW CUT AND REMOVE EX. AC PAVEMENT I + co + + 37 I �. \ `� / t` °° - a - ca a a rnl l� - vi •c�. i N o �� ( o -� /fig v z - ° - - a> y a4- o pd N o; -_�L�L 10 REMOVE AS NECESSARY CL (STING 96 - c� o . -\?'I �' + �-SMEET IMPKOMENT _ + � I N o N • N �` a rn PLANS-SEE SHEET 9 ;- * 11 CONSTRUCT STREET LIGHT 9500 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS - MWD PlPEL1NE � --- co a �.�y ' N r� rte. ii U ` ti m N �t i t ( r^�. 4 N 11 11_. I N \ n N a -- OF 14-RANCHO ETIWANbA � - _ * T CURB OPENING CATCH BASIN PER CIN 0 RANCHO CUCAMONGA STD. �so4 _� 1. - '. -STA. 30+00.00 PLAN 300, 304, - -- - AN _ CENTERLINE END CONSTRUCfiON . ' .- 12 COD 05 C F r - - '� NE ti 1603 , -IMPROVEMENTS DWG NO. 1843 13 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 1602__ �, VC / \R (�r%/ ` `_ _ y' _ �� 5 1 � �_ � � I• ' �u 1, � I - - � - 1. _.. h1595. -� 160 �so5.�9 � ) ;I i CONSTRUCT DRIVE APPROACH SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 r _ 1 I} arl - � 592 �`,� 1 \ 14 CO STR OAC do A C 0 - -- - �� 19 PTC 2 RAIL FENCE PER D P I M r , ,v � - ; ,y�� ';, � E4SEME1�t�`__ \ 15 LM PLANS ft W 80' P 8 - Z -- 37 Qa ------ - �, 1595.0 - x- !' 590 16 COMMUNITY TRAIL PER LMD PLANS - � � � 17 `�. `_ 3� FL % �;'� , t 9 �; !',j 6 1, 17- , .� � � _ _ - R W" , } �; V ao z / ---- 17 INSTALL 6 CHAIN LINK FENCE PER S.B.C.F.C.D. SPECIAL DWG 1 (SEE SHEET 9 OF 9) + - - - 68.19_ _ - 4 r `f rJ ' ' - �V � 18 INSTALL 20 WIDE DOUBLE DRIVE GATES PER S.B.C.F.C.D. SPECIAL DWG 1 (SEE SHEET 9 OF 9) � Z .�,a..,.. � ,_._ _ - - �..�-,.. �- _ . _ PROTECT IN P - - 19LACE 17 7 , 4 '74'd ; : , PAID FOR BY THE DEVELOPER INSTALLED BY SCE AND COORDINATED WITH CITY TRAFFIC SECTION. W Q 0 9 N89'34'33'W 2 4 _- 4 00 cw q 3 g +00 3 A 1 4 24 L�C�' Q cq 25+00 26+ y, 7 "` 2 i - _29+00 . ' `wo _ - -1 - - -. - .. --' -__-._ -..- ---- , '\ _ '-_ - - _ _ --_= -T c� - N8F24'00 _ N8� 4 33'W 0 3fl 00 ` I _ �, 8 � E � o� p`ti' r- . 4: - N 7 \ 7 r _- - - - - - G - N89'2 5'S2"W W '` - - F W W - j - - - ----- _ I IN F MW M _ - - Q t 1 H FUTURE D ,, - � � r' �,a/�M 6 15 "'� 1`7 _ �� � 1fi �,� 1-7 15 - 2 WATER UNE z - - /W I , �l \\J `; - I l l ; o / 'I. - _ ._�- _ - - CIT(( OF w i i i e. / __S4UT IJNE OF THE \ �� M- ' - � . 43 19 ( � " l /' NE a/4' SECTION 30, '�� 1 85.0 A R1� H0 - NO o : _ r .� o T 1 N,` 6W, S.B.M. F (X1Cp►N�40NC - �;',''� �L crrY - --- - « --��'' -- -- '' DESCRIPTION OF REVISION APPROVED: - - t L �- ,,� `-- ' ��� ��J � J R DATE D. t f_ 43 --- Il; v - I ECTION- 585.0 ( ' � a3 z _.-_ _ � :1 '� � - 43 22+91, fi BANYAN STREET- FL , .2 SEEA l l - / 3 _ - CITY OF RANCHO CUCAMONGA 1 �' D+Q�.Ok TRUCK ROAD I -_ON SKEET m = _ Ln re) _ N w /\ _ c� / ( a 1 _ k' \ J r- LL- - � , r, f�� .� 1 : p `�ti �� U >` � r� STREET PLANS PPI. _ rn _a o _ - + + ad _ E)(ISTiNG o in g r- <y' } ! � �ii + + + z Z 7 -~' �( I `� \ v w (D r- w SCE TOWERS o w o a a te- BANYAN STREET-OFFSITE �j N CV - H' - N N w �_ - Z `'S', _ E" \✓ /" :6+18.0 C/L BANYAN STREET- , L l ; `�-� t� ' i r iI / ( ��1 -� !` - _ - 4 cn 3 3 -� _ P C $ '° _ -- ', , +, ,l _ _ o Of _ STATION 21+00.00 TO STATION 30+00.00 10+54.48 HTORI�NDRAINFLINE C ! �� , I N ' f i , w e -SL E s EET o. s oR J�r��� ��r. 8AWAN - �� �I�r u �'�-� ' �` % ( I "► 19 -- ETIWANDA RANCHO STORM DRAIN DATA 11 11 26+73.42 C/L BANYAN STREET= 12 11 14 14 19 14 29+60.02 C/L BANYAN STREET= APPROVED BY: DATE:' , O Underground Service Alert CURVE TABLE 10+35.67 C/L STORM DRAIN UNE 'E-1' 13 10+53.67 STORM DRAIN LINE 'F" QROFESS/ON� CITY ENGINEER �, f RCE: 24953 gF-F y A 90'0'00" 27 00' 42 41 ' 27 00' SEE SHEET NO. 7 FOR SEE SHEET NO. 7 FOR ��� pN0 J. q� 4i STORM DRAIN DATA kr -l� 1/ F2 DESIGN �*ed B1: RECOMMENDED �., o o Cad TOLL FREE STORM DRAIN DATA GRAPHIC SCALE Q ��, 'EAU ARD ENGINEERING 1-800 CB 01'10'32" 850.00' 17.44' 8.72' '° o z0 '° °° '°° 0 No. 36052 o m DRAWN/JR/DBW a.a , >g S,>v 'mid SHE / T�ORM DRAIN CONSTRUCTION NOTES 2'27-2 D 01'10'32" 828.00' 16.99' 8.49' F E 01'01 '52" 828.00' 14.90' 7.45' 37 PLACE 1/2 TON GROUTED RIP-RAP p 6 30 2004 Ex CGR/HMG/DBW 1B1cx1C.f'c� sss�a� 3 9 o� F 01'01'52" 850.00' 15.30' 7.65' 39 CONSTRUCT SLOPE PROTECTION PER BANYAN STREET TYPICAL SECTION ON SHEET 1 OF 8 ( IN FEET )s s�qT CI V I1. ��Q CHECKED DRAWING NO. ' CITY EXPIRES 6/30/0+ 1 inch = 40 ft F F RAYMON J. D R.C.E. 36052 TWO WORKING DAYS BEFORE YOU DIG G 01'01 '52" 872.00' 15.697.85' 43 CONSTRUCT CONCRETE CUT-OFF WALL PER SECTION 'B-B" ON SHEET 8 OF 8 CALF PROJECT SHEET NO. OF Fbr nw M\DMG\t 2103\EW1XD0HE\5Rt t IJ\BWYAk\EV WAX 3 MG Dobe_ SEPTEMBER 25. 2002 ml