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HomeMy WebLinkAbout1782 GENERAL RTES STREET CONSTRUCTION NOTES OUANTMES BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO � _ x;10*,S PlC U q C ;F_R ,` SC Ar;GpF(�A,TE RQc,c N.A.P. ETIWANDA AVENUES 66' N. CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- STREET IMPROVEMENT PLANSu, - ------.---.-- ___ HIGHLAND AVE., 24 E. OF CL CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL 2 , - CGNSTRUC 0.46' A,C. O`VER 0.50' AGGREGATE BASE N.A.P. ETIWANDA AVE. AT THE N.W.C. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. _ OF 4'X8' DROP-IN-BOX FOR 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, INDEX 8L&WAVENUE 3 CONSTRUCT 0.42' A.C. OVER 0.50' AGGREGATE BASE 64,234 SF DRAIN CULVERT, SET STD. BRASS VALVES FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR 4 CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE 57,731 SF DISK ELEV. 1432.612 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, 1. TITLE SHEET BLUEGRASS AVENUE 5 CONSTRUCT ACCESS HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 4 EA REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF 2. SUMMIT AVENUE STA. 40+93.78 TO STA. 49+00.00 RANCHO CUCAMONGA. 3. SUMMIT AVENUE STA. 49+00.00 TO STA. 54+13.35 6 -CONSTRUCT A.1 -8 CURB ONLY PER 07? OF RANCHO CUCAMONGA STD. PLAN 104 _A"P_ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE 4. BLUEGRASS AVE. STA. 9+95.00 TO STA. 21+00.00 7 CONSTRUCT D1 -6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 5. BLUEGRASS AVE. STA. 21+00.00 TO STA. 32+00.00 1,840 LF DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 6. LINE "J" STORM DRAIN 8 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 4,505 LF ""'01 law" ON THESE PLANS. 7. LINE "J" STORM DRAIN 9 CONSTRUCT CROSS GUTTER PER CITY OF. RANCHO CUCAMONGA STD. PLAN 106-A _ _ ___ N.A.P 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, VO 1110 S� ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY 9. BLUEGRASS AVENUE STRIPING PLAN 10 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-B 1 EA WWft moo" WAM *ANN OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ® ex, BANYAN(Sutr+MiT) STREET sTigirlw, PLAN 11 CONSTRUCT MEDIAN TAPER PER CITY OF RANCHO CUCAMONGA STD. PLAN 108 N.A.P. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL , TR 14496 12 CONSTRUCT MEGiAN FLARE PEP. CITY OF RANCHO CUCAMONGA. STD. PLAN 109 - N.A.P. BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE /O BANS 41 5•j/?EET COMMUN/Ty TiPt1/L _ ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE ® f/, 94IVMAI s IF6EF7 !OE'T/_I/L6 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 19,062 SF REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A 2 EA 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 15 ADJUST MANHOLE FRAME & COVER TO GRADE SEWER & STORM DRAIN MH 3 EA SHALL BE CONSTRUCTED PRIOR TO PAVING. ( ) - ., 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL �y 16 -CONSTRUCT BUS BAY PER CITY OF RANCHO CUCAMONGA STD. PLAN 119. N-A.P. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 17 ADJUST VALVE COVER TO GRADE (WATER MAIN). 6 EA NOMP T M l CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Wt3M AVENUE 18 MODIFY AND ADJUST MANHOLE TO GRADE BY MWD FORCES AND STANDARDS. 4 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 19 SAW CUT AND REMOVE AC PAVEMENT 478 SF LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND TR 1440-5 20 VARIABLE A.C. PAVEMENT OVERLAY (0.10' MIN) 4,543 SF GRADATION OF ASPHALT PAVING. _ 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 21 FEATHER A/C PAVEMENT FOR SMOOTH JOIN 694 SF ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE - TR 144€ 8 * 22 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 10 EA ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ' 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO �k 23 CONSTRUCT TEMPORARY 5800 LUMEN STREET LIGHT ON WOOD POLE DETERMINE STRUCTURAL SECTIONS. '- U0 * P,3 -INSTALL 22,000 L HPSV, TYPE 15, 15' ARM, 2" CONDUIT PER CALTRANS STD. PLAN #lES-6B---.__-__ N.kP.- �. ;� W a" U w * 2�3 --INST.ALL 22,000 L HPSV, TYPE 19, 4-80, 15' ARM, 2" CONDUIT PER CALTRANS STD. PLAN #ES-6R N.A.P. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, A, N°xlmu Eortn Cover IM) 3.0 3.0 6.0 3.0 = THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- Root lo IB0 0e Nal Is_ - (mml 150 150 150 165 GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A * 23 . --INSTA.LL 22,000 L HPSV, TYPE 24 OR 26, 4-80, 15' ARM, 2" CONDUIT PER CALTRANS STD. PLAN #ES- 6R N.A.P. n er i - lmml 150 ISO 15 ASO 0 165 -..-- QUALITY BETTER THAN THE NATIVE MATERIAL. �'S'°"�- mm'- li_51,]5.Ii5 "5;,,5 [f �(`�7 24 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER STD, PLAN 308 1 EA e "o" Is 9or ro !19 19 �9 '9 19 TJ 1 f r" TJ , 14��J J w "e" { 1 Bor IJ 13 16 X19 5 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY # o 0oncrete _m /m .69 . 80.780.8 .94 = 4 EA THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S Reh'°rcemenf kQ/m 711 74 82 86 U) 25 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304, AND 305 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. E p Z 26 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 4 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 27 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 -C(MODIFIED PER PLAN) 4,620 SF DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES ��6 UJ tJ Q ~ `T DRIVE APPROACH & SIDEWALK PER T � , 1 N.A.P BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT p Z 8CHI00L $ITE (28,-- CONSTRUCT I<- Ci:Y CF RA,d ANG CUCAMONGA STG. PSN I C I SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN See Me*e 9 - THE OTHER ITEMS OF WORK. 4S0WNo 29 CONSTRUCT PCC CLASS i BIKE PATH PER CITY OF RANCHO CUCAMONGA STD. PLAN 1101 N.A.P. 7� �40 4 pqq� � r � 30 CONSTRUCT CLASS fi BIKE LANE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1102 N.A,.P. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED :o e'"'""rete I °"1°�' OpflorM OOI1et It "a"U Tare i AT EACH INTERSECTION See Mete, �� - l� ,� _ (i 31 CONSTRUCT COMMUNITY TRAIL PER CITY OF RANCHO CUCAMONGA STD. PLAN 1002-B LUMP SUM - 7 . 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 3 �• 20^•^ W° fleets to N 32 CONSTRUCT 48" CMP RISER PER CITY OF RANCHO CUCAMONGA. STD. PLAN 31 1 N.A.P. _ _ --- -- CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE t _ 0.6 S .,a 0o,ona025 5.bts" INTIK0 33 -'NSTALL 2" DIA. INTERCONNECT CONDUIT PER CITY OF RANCHO CUCAMONGA SPECIFICATIONS N.A. P. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I. or or •u a eso. L.x See Mote 5 �' 11 or cover over m ':-, Sse Net*7 I; 10 JRC8 •139MS0 •13 Tota3 T BAY s �3�4_) INSTALL PULL BOX #5 PER CII`` OF RANCHO CUCAMONGA SPECIFICAIIONS. N.A.P. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, See Note 7 w e'Jor 1J 45 ow loo/ore N.A.P. THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. "JQif50 $ee"o' 1 1 "3"30 M" mm - S EET 2 35}-- INSTALL 6' CHAIN LINK FENC!-. PER CITY OF RANCHO CUCAMONGA STD PLAN 607 ee Ckr typ E1C° Typ "°'"� m of ti fro 36 -INSTALL DBL 10' LEAF CHAIN LINK GATE PER. CITY OF RANCHO CUCAMONGA STD PLAN 607 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. Cone"' const ,f Nternotivs /VTE)( C r N.A.P. e More const ,t _ TORM DRAIN SHEET ,6 GENERAL TELEPHONE t-800-483-3000 See M'fe 4 d,,s `W"ft J* C) STRIPING SHEET 8A' 37 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101-TYPE R-2 3 EA „- •�. ,50 mm1 7� �l '� � 38 CONSTRUCT PVC 2-RAIL FENCE PER CITY OF RANCHO CUCAMONMGA STD. 1010-A 1231 LF SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. Mox tro 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ��•,!)I 7- 39 REMOVE EXISTING BARRICADE 2 EA ONTARIO, CA 91762 L r' TYPICAL SECTION y' S0" }- * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 SPANS 1.2 m THRU 2.4 m TYPICAL SECTION 9641 SAN BERNARDINO ROAD SPANS 3.0 m THRU 4.3 m RANCHO CUCAMONGA, CA 91730 _ STORM DRA� CON.�TRUCTION NOTES METROPOLITAN WATER DISTRICT (213) 217-6000 700 N. ALAMEDA STREET (@--CONSTRUCT 18" R.C.P. (D-LOAD AS SHOWN ON PLAN) 48 LF LOS ANGELES, CA 90012 GAL"T � -a0 P.O. BOX 54153 rl rl ,y 41 CONSTRUCT 24" R.C.P. (D-LOAD AS SHOWN ON PLAN) 41 LF i � NAP " L� �. N A 4- - LOS ANGELES, C 905 0153 � 2 CONSTRUCT 30 R.C.P. (D LOAD AS SHOWN ON PLAN) 1017 LF COMCAST 909) 983-9895 CONSTRUCT 36" R.C.P. (D-LOAD AS SHOWN ON PLAN) i '13"1 3' LF~ 1205 DUPONT ST. PORTION OF RED HILL) Q PROPOSED MEEWAY 4 _ -- r CONSTRUCT STORM DRAIN MANHOLE N0. 1 PER STD. PLAN N0. 319 6 EA ONTARIO, CA 91762 ( ) ROUTE 30 909 CHARTER COMMUNICATIONS 343-5165 (§l­-CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STD. PLAN 331 6680 VIEW PARK COURT - --` (SEE PLAN FOR A & C) 4 EA RIVERSIDE, CA. 92503 CONSTRUCTION DEPT. C/O STUART KING 6 CONSTRUCT CONCRETE COLLAR PER STD. PLAN NO. 329 1 EA 7 CONSTRUCT TEMPMORARY BULK HEAD PER DETAIL ON SHEET NO. 7 1 EA PWATE ENGINEER'S NOTICE TO CONTRACTOR_ NOTE SEE SHEET 8 & 9 OF 9 FOR STRIPING CONSTRUCTION NOTES AND s ESTIMATE OF QUANTITIES.-— The existence and location of any underground utility pipes or structures shown on these plans r, ' `\• were obtained by search of the available records. These locations are approximate and shall b CDIJSTt2L)GT rrl0Q 5TRLJG7U%2� , 3<o t�lA.. To l NIG7N X 4S WIl7E INDEX q �.:. J confirmed by the contractor, so that any necessary adjustment can be made In all nment and�or A ggrade of the proposed improvement. the contractor is required to take due precautionary measures �S2£I1�'OS2GING '� T�.IL. A , SNOWN OhlIt -(" fo protect any utility lines shown and any other lines shown and any other lines not on record or N.T.S. not shown on these plans. - _ _-,...,- � Construction contractor agrees that in accordance with generally accepted construction 1 4 IN MWD SEE S T �O � '�f ��T70�t4AZ Co'k7S UIjh 7,ES QL/� practices, construction contractor will be required to assume sole and p complete responsibility for p M p / SEC. LINE P/L FUTURE fob site conditions during the course of construction of the project, including safety of all persons L P�L AND I EAST R/W PROPOSED PROPOSED NOTE: and property,: that this requirement shall be made to apply continuously and not be limited to PROPOSED PA WEST R/W 1/4 SEC. LINE EAST R/W PA normal working hours, and construction contractor further agrees to defend, indemnify and hold AND NO WORK SHALL BEGIN design professional harmless from any and all liability, real or alleged, in connection with the WEST R/W 32 TO 118 performance of work on this project, excepting liability arising from the sole negligence of design 93' R.O.W. MIND APPROVAL 32' FUTURE CONSTRUCTION LANDSCAPE 14' 18; 28' 8' 25' EASEMENT AREA 66' R.O.W 11 FUTURE CON TRUCTION Q REMOVED ST�eE�T L�e�tf T oN SNT�D� � UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or 0.54- 1 22' 8. 25$ fo �M f rpt liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in zx M. x NEV11/R£V SED STi2!P/�lf� P[AN 3flT 8A writing and must be approved by the preparer of these plans. 2:1 MAX. -� =z 2� QQ% MIN. 2z vc n 2: 2` ' 2:1 MIN. ( o ©ADDED V010eED sNT a, SYM.AAe--D 'OV s ��� n� 1 MAX. AGG. BASE �445i, I 4 SO I _ ADDED D,eA_ IAA 4f L A 7E e,,�1 L CO.u,UEC r1aX15 13 8 7 13 g AGG. BASE '- ,pL 7' 8' I 7 MOVED MN L OeA710�1 DNSNT7 BY.4ZZAP0 -,14; s z 96" MWD 0 96" MWD 5TR&E7- L/0;A1JS 1A/S1'AZL'0 0 Y 07y�iQS PE.P LNDERG ROUND STRUCTURES EXISTING SURVEY MONUMENTATION PIPELINE PIPELINEp Q D-eAWiXI.;� #1686, S,,6�6 sy�ET�oF9 ��•)f D! 40' MWD PROPERTY 40' MWD PROPERTY 4 ' MWD PROP TY ' M PR P TY J 0 Al�tt� MW.t7. GONUEG�ION -SHE£T 2 S IS.o ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF N.T.S. t OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED RECORD(S)THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS BLUEGRASS AVENUE ALIGNMENT TRANSITION FROM 0-�t�rd _ S7t2t�-r _ l.,A►m u 8='I-DI WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE STA 10+39.36 TO STA 19+57.81 STA 1s EGR To STA 24+18.40 W � � J-�- THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO BLUEGRASS AVENUE DESCRIBED AS FOLLOWS: T.I.=6 R=70 �► Q C AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY N.T.S. STA 24+18.40 TO STA 28+25.68 DESCRIPTION OF REVISION DATE DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR SEE SHEET II T.I.=6 R=70' W J APPRovEO. STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE " „ 8 PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR CN 1/16 COR. SEC. 29, T1 N, R6W, S.B.M. - FD 1 IP, LS 7344, PER RS 38/42-44 - - ^011Fit�10p/�/ED `i � C II I OF RANCHO CUCAMONGA SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE C 1/4 COR. SEC. 29, T1 N, R6W, S.B.M. - FD 1 IP LS 4430 N0. REFERENCE 1/4 SEC. LINE AND Co Y JiP/11L DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIESFOUND OR STRUCTURES h g STREET MPROVEMENT PLANS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. R `� -- NORTH SOUTH NORTH SOUTH W 0 r ANY STRIEJT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF R/W R/W R/W R/W t� THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DATED ? Ib o 1 I�L'�.�--�f`�� -- N /BLUEGRASS AVENUE 0' R.O.W. TO 75' R.O.W. R.O.W. To 75' R.O.W. 1 p t MARK WARE - L.S. NO. 5820 8' 32' 25' 15'To 10' 15' 25' 25' 15'To 10' 0' Q N ^� F CLASS II BIKE LANE COMMUNITY ` CLASS II BIKE LANE COMMUNITY ' Q ELEMENTARY SCHOOL '� 2X 2X I 2X 2% TRAIL 2X ` 2� I 27L TRAIL CORNER RECORD PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE �_ �� _� 582 SURVEYOR FOR EACHD BY A MONUMENTALIFIED R.C.E.SHOWING THE 0 REFERENCTH ES TOEBEOUNTYUS D TO 13 AGG. `BASE 4 13 AGG. `BASETRANCHO ETIWANDA Undel" OUr1d Service Alert FESs! APPROVED BY. DATE. RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED 8 MIEANDERS 4 8 0�' CITY ENGINEER RCE: 4953 q Exp, ,: TO THE CITY. 8 3 t 46+25 43+00 TO 8 31 �/</00'*O Np J q�OREy. 9 "' \ 15' 15' �v -\ �y y DESIGN RECOMMENDED Cat TOLL FREE lF z� PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT A COPY OF �_' A�'IA� ---- R �F C AL1F 34 96" MWD 34 34 96" MWD 34 a z ML Civil Engineering - Land Planning 1_ THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY PIPELINE PIPELINE c� No. 36052 m 8253 SIERRA AVENUE �- 800 SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED �q/�Ny/1,�/ AS'TiPEE7- ® ,8,�/(/}�, AI 3`T/�1154: DRAB For,tona, California 92335 SHEET , _ PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BEVtmw __ - Exp6 30 2004 (sem) 356-leis Fax �so9) 356-ins 8 �7 2G� PROVIDED TO THE CITY. -. - _ -- 8 s�q ��. HMG 1 , STA 40+93.78 TO STA 43+41 .58 STA 43+41 .58 TO STA 54+13.35 CIVIL - TWO WORKING DAYS BEFORE YOU DIG T.I.=8 R=70' T.I.=8 R=70' of cA�-�� CHECKED RAYMOND I LI R.C.E./30 04 DRA 17 ING N0. N.T.S. N.T.S. DATE 7 8 2 Filename: M:\DWG\12103\BACKBONE\STREEIS\SCHOOL-SIREE IS- SHl 1.DWG PROJECT SHEET NO. OF Date: JULY 9, 200'1 ­ - . - I I . . I . � I . I - I . I � ; : q I I I � I - . � � � � I � I I I . I " I i I . . i . I ; I ! I I � " , I � I I I j I I ; ; . � � � � I . � I i . i I - I I . :-. -- -i , + .. - ...... � - . I I I I I � - - I I .I I; I .1 -1. ��' , 1: � . - - I . 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I I I I 11 ' F1 11, T- Z IIII- .* -cn BANYAN STREET DAY CREEK BOULEVARD �'< ow OZ SUMMIT AVEN U E MWD WATERLINE V) MO /,S IIV,A?/ & R,�*VISI- 7RA-//- FEAle',E _/40:r opc 5/07// /r r-I-L-6'.) r'? / i , CIiy - lift I DESCRIPTION OF REVISION DATE APPROVED: - F - I 3 CONSTRUCT 0.42' A.C. OVER 0.50' AGGREGATE BASE CITY OF RANCHO CUCAMONGA CAP RAMP PER CITY OF STD. PLAN 102 S-MEET PLANS 8 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 GRAPHIC SCALE 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 SUMMIT AVENUE 40 0 20 4!0 a I 0 160 17 ADJUST VALVE COVER TO GRADE (WATER MAIN) STA. 40+9133.78 TO STA. 49+00 111p-­ 11 I 60 = mi II . W -- -1--- 11 ­­,� I , L--w _jw - ---I .-- .- ,. - I - - -- - 17 18 MODIFY AND ADJUST MANHOLE TO GRADE BY MWD FORCES AND STANDARDS '? ( IN FEET ) * 22 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS I? ,OFESs/ . / - Uxierground Service Alert 1 inch = 40 ft. ,Q) J. -1� APPROVED BY: 11 � DATE: .////k"/­ <, <1% CITY EN / NOTE: - 27 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-C (MODIFIED PER PLAN) V I- IGINEER / ��-�, lII ,,�,-),/,Z',I` - RCE: 24953 - - ' - ORE . 31 CONSTRUCT COMMUNITY TRAIL PER CITY O STD. PLAN 1002-B, .MODIFIED CW6'#71.�,-�11' Z�7 �3 o --- - -- -1 F=---1 Cat. TOLL FREE NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM CURVE TABLE AS I - . I " . - 0 �; DESIGN ALI-I, ENMEOWNG D ., 37 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101-TYPE R-2 NO. 36052 rri Civil Engineering - Land Planning - 0 OPERATIONS GROUP, TELEPHONE (909)780-1511, 0 A R L t T - 0 rri ML - 8253 SIERRA AVENUE - -1 1� 1-8w EXTENSION 2826, AT LEAST TWO WORKING DAYS A - 14*02'1 O" 80.00' 19.60' 1 9.85' 38 CONSTRUCT PVC 2-RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1010-A Uoj� Exp. 6/30/2004 -:D DRAWN Fontana, California 92335 SHEET \\\ 227-26M PRIOR TO ANY WORK IN THE VICINITY OF MWD'S I B 90,00,00" 11 .00' 17.28' 1 11 .00' ,?- (909) 356-im Fox (9W) 3M-1795 // �& FACILITIES AND R/W. I 1,�,, Cl \1\� HMG/DEA 2 "OF -4 - * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. It,I OF' C A\- Rle'k,en't 4- co VAX-1-1 DRAWING NO. RAYMdND J. D J R.C.E. 36052 TWO WORKING DAYS BEFORE YOU DIG RD :7_ja 0 1 - EXPIRES 6/30/04 1782 - I ­� I... - �.�� . I DATE . � - i -j PROJECT SHEET NO. OF- Filename: M:\DWG\l 2103\BACKBONE\STREETS\SCHOOL-STREETS\STR-SHT2.DWG I I � i- � � , 4 I I H 4 -- r - :7_-_--k 4- 1 74 t, I I I -1 I �= --- 9 I �f 1- I I I I � r; -- - - -- �1 f � -1 - I f I i I If I I i - �- � I � I � ----I- - � -11 `- I i I I ,1�, I -- iij -- -1 I ----- -- t m I [ t - - 1 4---�� � I ----- - , ; I I I �J --- t-;- . I -" I I f t , 1� � 11 - .11 IT -- . " -:I f -1 -, I � !!� * I � � �, - I . --11,��11-m- 4 1 4 t I L - ; i I F t-1 -, t I I 4--L-L �t- � - r-� 54� 1 I 191 L- . , Q`17: I i , 6 V i � - �� I I , I I . .- i 6�� I . 4 II. 0 � ---z1--T--- � - � -- ff 1 4 � t 1 4 4 1 1 1 - _j I _) 7 /I _ Date: JULY 9, 2001 ­ . - I4 4 I4 BENCH MARK NO. 148-B 4'7r7- t-77--1 t AT THE N.E.C. HIGHLAND AND -4 4 ETIWANDA AVENUES, 66' N. CL t -7-- ---- -77-- HIGHLAND AVE., 24' E. OF CL ETIWANDA AVE. AT THE N.W.C. -------- OF 4 X8 DROP-IN-BOX FOR -------- .... .. TD. BRASS DISK. ELEV. 1432.612 L L W14 _T: -4 -----------7 7__ t Lr)+4 t I7:, 7:_-7 I4 xf 0 Q + 4 I4 4 4 -4 It 4--7:-TOP OF -4 L 7--4 4::- -f Enuumu _i f 6 ICL C? 15 .5 oil I ----------4. -------------4 'Cr u 2! +�4_& I—4 tn I JLtJO%J —7- I ---- -------AT CENTERLIK 4 EN Wk --7--7-:54 .78 4'4 --I 4 L> -------4 -4 -4 4 4 C) ikt UL I-4 I , `61m Li 1_4W_4 4.4- -4 T+- Kkvbm b I19P OF -7-:7------------ t 7- 4----+ PROFILE SCALE HORIZ: F'= 40' ---------- -4� VERT: V= 4' I49+00 50+00 51 +00 52+00 53+00 54+00 55+00 PLAN SCALE HORIZ: F'= 40' EXISTING 16 CCWD EXIST. 24" CCWD MWD WATERLINE WATERLINE TRANSMISSION LINE (n m PER lb GRAPHIC SCALE 04 04 WARNING: lr��NCb 1(0— 40 0 20 40 80 ISO sp I I I I I I EXISTING 96 m HIGH PRESSURE 5 TRACT 14120 U')LO uiu-i ro _ _ C MWD WATER LINE. 0 N m_ U-)I.-_LL_ 00 (0 CY) ( IN FEET 0 0) u o) 4-�t r-- 22 U-)* a) N 1 inch 40 ft 6 (p cj,q-r- U) Ki Ki FUTURE CONSTRUCTION 2.0% .7 .U-) u) 0 + U-)Lo — —0 0 LO LO BLUEGRASS AVENUE PER DRAWING NO. 1686+ + 11 +LO LO - SHT. 2 OF 4 0> LO U-) 00 LO L0 LO N 87*56'21+ I 12 LL_ R 35.OT— L 53.72' N28' 2 54+13.35 CL SUMMIT AVENUE 0 T 33.76' z Lo 9+95.00 CL BLUEGRASS AVE w 0o —--—-- 13 0 EX 0CWD AM VAC.---i EXISTING a CO 0 SIDEWALK W to) F-> (11 r-52.24)-7 0-u-)1 i — i b I 0 r----1 n EP z (1552-10 TC) Of U) 7x 11. I rl 9-L*w 41 .,p EIL+ �� t B (1 551 .49 FQ EP CY) 8 C14 53+1?O 0 EXISTING \N,q -W j,39-25'52 55 + 00 C14 16 IN CUR 7 TT -1.07% (1552.43 Z -52 Z Ix Ek 51 +00 (Ir .10 T'E C-4 t In — — L 3t C'4 8 `1551 .49 FL) C;+-O)te-�LL1 -;2,w w q LA_ z 19 C 0 EXISTING 5<7—(n SUMMIT V) MWD FEE R/W COMMUNITY TRAI L LL1 C) �Es 0 CCW C 1/4 COR.w I38 PUMP EXISTING+ STATION SEC. 29 y V) C LLJ COMMUNITY TRAIL ULTIMATE RIGHT OF WAY 04 z L9 EXISTING SIDEWALK 31 8 0 m (15511 -26 TC)u�+ _j CO w m _j (1 550 59 FQ C, 0 uj L) 4 6 PO LEGEND Lr) (O 0 n CD(0 N (0+ > 0; 00 — b t) V)(0 C� C� PO 6 4 u x C;d ICY) 0 EXISTING IMPROVEMENTS+ + Lo n LO LO + Lo U.) 0 m m 1+ LO LO LO -t z AC REK40VAL LO 3.1 LO LO -0 SUMMIT AVENUE DWG. NO. 1417 SHT 15 OF 20 STREET CONSTRUCTION NOTES CITY DESCRIPTION OF REVISION DATE AC OVERLAY APPROVED: 3 CONSTRUCT 0.42' A.C. OVER 0.50' AGGREGATE BASE S HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 CITY OF RANCHO CUCAMONGA NOTE: 8 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 21 NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 OPERATIONS GROUP, TELEPHONE (909)780-151 1 , 15 ADJUST M.H. FRAME AND COVER TO GRADE (SEWER AND STORM DRAIN M.H.) OVERLAY DETAIL EXTENSION 2826, AT LEAST TWO WORKING DAYS 17 ADJUST VALVE COVER TO GRADE (WATER MAIN) BANYAN/SUMMF AVENUE PRIOR TO ANY WORK IN THE VICINITY OF MWD'S 19 SAW CUT AND REMOVE AC PAVEMENT SCALE: 1' - 20'FACILITIES AND R/W. STA. AQ+r'nTo STA. 54+13.35 t%-7 %.IV 19 SAW CUT AND REMOVE AC PAVEMENT 20 VARIABLE A.C. PAVEMENT OVERLAY (0.10' MIN.)Uxierground Ser*.e Alert 22 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS ()FESs/ APPROVED BY: DATE:I? CITY ENGINEER RCE: �4(953 ORE CURVE TABLE 25 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304, AND 305 J. 4�<, <6- RECOMMENDED Cat. TOLL FREE 0 A R L T 7 1- DESIGN ALLARD ENGINEERM �13 C) 26 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 0 2 Civil Engineering - Land Planning A 89*1 4'49 27.00' 42.06 26.65' ML 1-8W 31 CONSTRUCT COMMUNITY TRAIL PER CITY OF RANCHO CUCAMONGA STD. PLAN 1002-B, MODIFIED (SEE PLAN FOR WIDTH) 0 No. 36052 rn 8253 SIERRA AVENUE B 90*45'1 1 35.00' 55.44' 35.46' - m DRAWN Fontma, Colifomia 92335 SHEET 2-27-26M C 1 1*18'28" 875.00' 172.69' 86.63' 38 CONSTRUCT PVC 2-RAIL FENCE PER CITY OF RANCHO CUAMONGA SSTD. PLAN 1010-A Exp.6/30/200 HMG (909) 3M-1815 Fox (909) 3M-1795 3 OF 9 D 1 1*1 8'28" 825.00' 1 162.82' 81 .68' 39 REMOVE EXISTING BARRICADE C I V�\, - f ca� I — - E 1 1*1 8'28" 850.00' 1 167.75' 84.15' OF RAYMOND J. AIKARD R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DC PAID FOR BY THE DEVELOPER, INSTALLED 13Y SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. CA�_ RD DATE-7- 10-01 EYPIRES 6/30/04 1 82 Filenome: M:\DWG\l 2103\BACKBONE\STREETS\SCHOOL-STREETS\STR-SHT3.DWG PROJECT SHEET NO. OF 4 7:7 T :p 4 I-4 Date:JULY 9, 2001 - . . . I . 7� ' � I � � . I � I . I � I . I _� - w I . I I � I - � - - . I I I - � 1 � � I -; - � - I I I . � � . � I . I I I I . . � I 11 I , ; ; I I I I � I I I I I I -1 . - - . I , I I I I . I . � . -1 I� . - - 11 -1 I i -4� 4 - -I, - L I i I ! I � - - � I - I I il I - I - � -1 11 -I - ... - I�- I. -- _' ,�� - � , � 4 _-_I 11 I i 4 � � - ... A I I 11 I � " y I -- I I I I � I __ - � ,-�1. � � . I - � -1. ,:-� I f- , -__' __j� - I ` . .1 4 I I 11 - I I � _� - -� , - I -- ' -- - * 4 � -f - - I .1 4 - BENCH MARK NO. 148-B I -1­ � -I _ ___ � ___j:__. .. _m: __ _-___�- 1 __-_A . 4 �--1____1 -__� - _. __­---t- --­ - � ____ f � .. _­ I __:4 --:: .- , ­ � .__ . �'__ - - - - __ ___ '-I- - - - -t --T ,---: -- -_­ - '_L__�__ - :1 -LL4�__ -:____��_ --- -I-----: - - - -4 --- : __=-: ---4-� 4 ---4 - 7- -,___ " - . ­ ­ ---- - _t____ __-41--- ____+__ - _�_.:___.:�_�- --- ___ ______ ____44 - I ­ I ___ -__ ---------41-_::___- __:_ - ��- � =_ ___ ------ ­ - - � __ =­ � __' ___ - . - '__� -t___ =- - - - i, - I.- � -- -- � �- _+-'­ __� _ - ___ ­"._::__" ,=1 �___::___- __ - - - I :__�Z.__.- V_____ -- f- --- --� -.- -__� . --- __ -___:t_.---:1.I ­ �- - - __ -� .�_. ­__'.___ - 4- -- - - 111� -____-- - __4 .---- .1- __- -____� . - I—- ___-r_-_A_-�-_ _-_�- _77 __ - - _____'____'____7__7___�___� ____ _...__t_tft ___� 4- - - 4--J_--f- ----4----�--f-------I----:--:�--:------ 7� =--- ______�� - _+__j - --:q- ___- ____4__'i_:_--_-_--. ---4----,--I:--_-_t_-----j , - - - -, _'_ - - . -�,� -_--_-_f_-_--_+- - - - , -______. --- -, --___ : =.____= __f_-_-_-j_-_-_-- -4 AT THE N.E.C. HIGHLAND AND j_'__ . _ - ___ =L - i - __ _+ _�� _-:__t_: ---- :--- - _ ' �_--A J_:�_ -_' --f`4 ----- - - ­ _. - :-_ ._-A -- �I - 4 - - --jl ;�� : � _4_:L_.a' _��: -17�'_-�-"--_­ . -- -1��- I --- - - -A . - + I - , m A __ -, 1- "- i '____ _�I __ - __� ___ � ___ i - I- - I___j-1__+. _- _4 ___1 . -�f _�. _. - - _j - - - . - � I_ : :4-4 ---f- 4_-_ , - .. __ _� - __ __ - I _____�_ ___ - - - i - - -1 -.1 1 _+ - __�____-_-_ -- A__�_-7_ -----__+-1-7-�-1-,-- __ - 11- - _V_ - --- , - - I - � - - - � - - - - 4 _ ___ _ ___ �- _ _T __ - t -__r_ --- _- -4 -- ____ _� A --- _L I - 4,-:, - - -____- __ - I I �i - -t--------- - __.' __1 I- - � I -1i I - I - - - __ _ _ _ ­ - _ - I— _ ­ Wo _ -1 , ____1 -1 . _."T-11.f - I I____ - - - -_. - I 1-1 - _ _ - __ - __ - ___ - __ - - "I --111111 --4 -11, _. I ___ - __ _ ­ _ _ -- - , I -1 - I - - ­ - ' __ - - ­..... - - - _4____._ ­-__- ­________�- - -__ - - _____ 1______-- -, ­ _ 4, -__ -- - - -:7- _--_ _. __-�____ - -#,-- _____ ___1 - - �� _'__'--___ _:�_ _:�_____'___ ETIWANDA AVENUES, 66' N. CL ___-_ .-_' -__ - , _ _.' -- -�-_ .-_-.-____ - __*:___ 1 '.____'_=__ ----,- -it.-­--=-_-,_: _:__ -..-,__'_�-- ' - -__ - _' - __ - __- ­__ _­ ------- --- -I- ----- I__ __- ____ :___�_ _:2: _--_ :'__- _=__� - __ __ ____-___--.--,-_'_'_- ____ -__ C�['+-__ f�__-+.- --_ , = - ---1 I.. ------..-- 1'_1_._1 ­_ - ___ __ ___._ _',___T:__1_ ___ �:: _ __- -t _­-_____-----.�___-__ .. _ ---.___--___- __-- __--�: __�­__.­.� __- __ I— --­_.__­- - -_-__-:=-_4- ---__-__-_�-_-_-._4= �� - ---,------- .:__ 7 __ __ - __ _____ ---------- ____ - - � - -------- ----f---- ---- ---- __ -j__-_-__-_--_ -__ -_1 ---- --- '---- - .-I_____ ___.____.______.'___ -"f-,- � I _­-I----1 ---+- __ - rrt--- ____ - _= _____=____=j - - _ '_­__ -__m� - -- , - - - ­ -- ,*--,,--- ---,- - ----4----- -I------------ - I j ___ - ___-_4--- -j�-_-_-_- ____' - ____ - -4 --+�O­ -� ----------- - ___J 8 . w -11 - ' ___ - - _­ - ­ _- __4_=1__.___'.__ I '_: _-_- __ _ -.------t= - . _:___4___-_._-_-. __ �::_ --------�i� 1�3- r- ----- - 'm'w _1 -- ------4 - e Im � 0 .a HIGHLAND AVE., 24' E. OF CL - I - -- - .- __ ­ -­ 7 __ - __ - .W., ___'_ -- - - - : 't -. ------ : -�-. ''i __ _.___::q :--:_-_-=�:_-�-. �_'j_ .__� _______- - ----.-------------- __ - -__--, ._ ..__I ---� - ­.--�..__ ..__ __ ----1 --- --- :--_��- --�- �w. - ._­.­_. --.--- _L-._.___-_=._ .__-1---- � ­ __­_ ..__ ._­ . ' - ___ - --3--­_ .---__--A- -- -, - - ­­ - - . -7 � .7� - "r I I , �� -� _.- ­ - .- _­__ - 1. I—---.-- ______ - __ - .1 ­­_ -- -,_:. - ­ -­ __ - - - -.-- ___ ______ __'___ __= _-,_:-____--__-----____=I D'm 7 1 4 I j+1 .--- ___ ­_ �­ -1. ,:O : - _:1 ETIWANDA AVE. AT THE N.W.C. _:__ __ _:__ _ _:__ _ _:__ _ _:__ _ __ - � I - - - - -, __ __7 __ _____ __ __- ______ - - ____ ___ -------1� __ _ __ '_ ___ ______1___t____ ____ - - -1 - � - , - - - -­ -- - ___ . _ -__-__ : __ � __ - ___ ::== - ___ ---------- __�:==='--=_= - __ 4 _-4- _-�-.- . __ ___ ______-1__-= _--.T___=-4:__ ---- - _____ =--:=_ __ - 4 - _ - - .. _ �- ___11- - - - - , , __ - ---- ____ ___ ___'__'_______"________. - - - - -.W- ­ -I---------- . . .. 11 _­­ ---.-..-- . - I � ��:Q ­ - - . .- - OF 4'X8' DROP-IN-BOX FOR . - - ­ __ --1 ­__ ----I-__- _---- --- -­_­ ____a ______ - - __1_' _'__ _ -'___�__- -_- '_ -__' -- -41T = I . - ------ '-_+ - � _­__--.,.--____--:-____ I - -T- -- ._.- 4 - -:--- .-.--�-�.--�-------,---.-------=.------L-__i_--___ - __ _ _--___+_____ -, -,- ____ -------- __ . __ '_ __ . 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C'C'WD BLOW OFF 3 , I I - _..­� T ,1 / 10 D . , -----` � _' - _' . -1 � ,. � I - - - - - I � _' - - - - - - - -W.- - - - - - - - - - - - - -, - - - - - - - - __ - - __ - - - - � - I�� "\\ V) I '\ N . - - � "'\ � .- U- �_ X: � 0) _��y 12+25.00 X: I I .1- 0 2 0 z I END TAPER EX UTTER FUTURE STR i I.- . - .1 ill " 1; / ,_ - - Of EET R/W w .(Do - ill 0:� PER TRACT 14120-1 DWG NO. 1686 Ld 17+4500 LO w r,(6 c; < I I /,- �- - U-1 C14 �_ r- L � ill i I "� I,-) �__ X: m I ; m k = \ I I ) - . ( a: r_ �_ " 'j In C*4 G�0_ 11, ui I-� 0 D / D a: ' /;;o V) -- " r 0 1 @�STRE LIGHT 0 0 z LO + (r �- � 0 :] 41 1 � ' 0 0 to 0 _j 0 in 0 �- I ! . _20'j_18'_ -18' 1 1 5' ? q 1) 0 '� 0 :3 ;' PROTECT IN PLACE 0 ED ui ou _j V_ 0 r__ to N cn I '--"­' Q�") ( 0 L ! , 6 tz C) _j 0 _j , X EXIST. 24" CCWQ TRANSMISSION w I 0 \ - .80 10 04 X 0 � 0 co L C6 V) 0 ui � 6 L '\ UJI �-- LL- 1-- LL_ i I 00 UJ - "' .1 L i :5 6 L + uj z C*4 38' 3i' w M0 MAIN PER DWG. NO. 000-W43-�_ * 6 1 me 0 - LO (co 0 a- �--u- I: + W M:5 i 0 UJ � w . m a_ rn UJ EXIST, 24" CCWD TRANSMISSION C�? Ckf - < 0 _j r1_ w4h 0 - 71 ' . n m 04 i - �__ SHT. 3 OF 8 ckf a_ � + af -", I '; Of af + 0� MAIN PER DWG. NO. 000-W43-3 !� �__ 00 it . - 'T co n Lo 00 1) 0 ;� 04 C14 11 - V) D / --d- F__ I , u) �_ �i D Z I(D 1-- V) . �_ in Lj- n !� IN C� - ( 0) - - ' uj -(D / z V) - 0 0 - - V) 0 r- r- (D u ') (M N ' � - 0- w w , (O �'n n 04 �- ,q- Z 4 r1i : 0 (. - I 1�1 r I V) z + w 0 0 LO LO U') 04 LO 0�- 0 0- w + �) LO + Lo Lo + 3 LOU) '�. 00 0�- 3 c� Z 0 I C23) m 23 + 6 0) I.-_ + 0 0- - :L 0 W LO LO 49 ��7 1�� :5 0) w V) It ,. - m__ _� Zu �_ 3 w ui 0 W. :5 - _� , - -i�� uj cq �_ Li LO I,- it- � A �= 3c a- - m 04 - K) F_ I'_ - � , + V)0 c /� � + V) 0 z 3: 0e, __(��r-,- 0 CD X Q� 13- - 6 0 z S7: LV-01 �"�" n X Of - w a- 0- i n(r� .06MOVPD 5 77C6LO7 Z_1,f#r(D 5rA /Z*eS NOM. - w a_ a 15 a u as 5'r'kF5!�'r'//0-///5,111VS11,41-Z 4w ,0,>-'!�r,4�5'�'5 15L`�:7111F I z � - ZL.- - UE w z w z'-wA_ W1414� A�'1'1"6al -5z--'t-_- �w.�f a�9 ,a-3(-&( 1p NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM STREET CONSTRUCTION NOTE �i 0 � s - Z' X w CITY OPERATIONS GROUP, TELEPHONE (909)780-151 1 , w 0- R w DESCRIPTION OF REVISION TDATE APPROVED: EXTENSION 2826, AT LEAST TWO WORKING DAYS 4 CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE I'll, w CL PRIOR TO ANY WORK IN THE VICINITY OF MWD'S ��,.... :��, 111111111ill ��������l;illlllllllll��������������������� I FACILITIES AND R/W. 1 7 CONSTRUCT D11 -6 CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 - '3____ � �� CITY OF RANCHO CUCAMONGA 8 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 GRAPHIC SCALE CURVE TABLE 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 40 0 20 40 190 ISO S-MEET PLANS L I I 1 15 ADJUST MANHOLE FRAME & COVER TO GRADE (SEWER & STORM DRAIN MH) PIPM,lw -"-,l---,-lipppm_ __ - _"___7�w 0 A R T m � - I _.' BLUEGRASS AVENUE I A 02*46'56" . 1000.00' 48.56' 24.28 17 ADJUST VALVE COVER TO GRADE ( WATER MAIN ) L.-Imu- __111111111111111111__ Imp-r"71711- ,- - ____ _�;_sue��= - ----------- I STA. 9+95.00 TO STA. 21+00.W -1 t ,- , '2 -­ ( IN FEET ) t� Z 1 �.)'C' , -69�63' 24,82' (FUTURE) 02*46'56" , u*Ij 18 MODIFY AND ADJUST MANHOLE TO GRADE BY MWD FORCES AND STANDARDS. 1 inch = 40 ft c 02*46'56" 1025.00' 49.77' 24.89' * 22 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS (FUTURE) D 89*1 4'49" 2 7.0 0" 42.06' 2 6.65�' / / - * 23 CONSTRUCT TEMPORARY 5800 LUMEN STREET LIGHT ON WOOD POLE - I _/ I/ c / ftlerground Ser*e Alert E 89'1 4'35" 27.00' 42.05' 26.65' I? ()FESS/0, APPROVED BY: � DATE- -§ ' , F 82*42'05" 27.00' 38.97' 23.76' 24 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER STD. PLAN 308 - CITY ENGINEER 2'/�'� _u L�at ' �'�'2,��_"/- RCE: 24 53' A ,''! G 89*1 4'35" 27.00' 42.05' 26.65' 25 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304, AND 305 <) n J. -41�z �(<(\ , � , ,,, I /' =3 11 - DESIGN E�Ar C= Call: TOLL FREE - -7 -I- ALLARD .JVEERIAG RECOMMENDED - 11 r- H 1 90-45'25- 1 27.00' 1 42.77' -r-27.36' 26 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASINS PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 0 ci�_ �03 (�l MIL Civil Engineering - Lond Planning z 8253 SIERRA AVENUE 1-8W 27 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101 -C (MODIFIED PER PLAN). 0 No. 36052 m Fontona, Califomia 92335 uj m DRAWN SHEET \\\ 227-26M 1 39 REMOVE EXISTING BARRICADE C(-�p Exp.6L30/200 -':D HMG (W9) 356-1815 Fax (909) 356-1795 - 4 OF 9- * -PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. /k clv� I Raw�_g v CQ_e'� T - I t i ; - , I -L - I - _L__ __ I P. - , 7f:7 . 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FUTURE - 0* N I.- �] 3 -,d- 04 L N io Lj- a. w =) < r- I,- r- OC) - r-n(0 10+58.14 (D L PROTECT IN PLACE I 04 U) 0 _j = 04 (n . . 60' + w 0 z CL w + N + W 0 + w 0 . 't N(D - 4 0 n JOIN EXIST. ir_ STREET R/W L) ff) II I') (y LO Qf it cn u I,_: to (0 * * % 3:: 6 N V) N i.- uj 5 - LO (6o (n Ix 04 3: �-- _j _j LO V) I O)CO - 0) u 0 (1663.52 TC-6" CF) c'4 ' 0 00 w :5 V) 31: 0 0 V) 0 a;5<- p + LO LO VISTA VERDE + Zo cD I- P r e I Y� * 3.1 r- (0 (0 CO(O(0 - inary jr a- 0 Ln W �- N - - N - - , 0 . - a_ z to I'll U- + STREET STREET R/w . U- 0 N ,Iwo CL z 9 MWD 9 0 15 7 Lq r- 0 Z r- NOT for struction I 01 Li " z 00 Lr) ICY) -0 CN SEE DWG NO. 1656 a- N 0 15 LO (0 C; -3 (O - � I'_ zw HIGH PR�SLSURE w + + U-) (D SHT 2 OF 4 - V� z 1._: �_ � 0 (0 - (D WARNING: EXISTING 96" >< < m � 0 WATER LINE 6 Cr N N - 1_.� L.L :2 V) W_ a- HIGH PRESSURE MWD E a_ WATER LINE CITY DESCRIPTION OF REVISION DATE APPROVED: STREET CONSTRUCTION NOTES I I CITY OF RANCHO CUCAMONGA NOTE: 4 CONSTRUCT 0.33' A.C. OVER 0.33' AGGREGATE BASE S-MEET PLANS S HANDICAPPED RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM 7 CONSTRUCT D1 -6 CURB PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 SS AVENUE OPERATIONS GROUP, TELEPHONE (909)780-1511, EXTENSION 2826, AT LEAST TWO WORKING DAYS 8 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 STA. 21+00 TO STA. 32+00 PRIOR TO ANY WORK IN THE VICINITY OF MWD'S I FACILITIES AND R/W. I 10 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-8 / / 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 ­ ,?OFESS/0 APPROVED BY: " � DATE: --,L 11L L( � Uxterground Service Alert CURVE TABLE 14 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131 -A I? , .� 1��'I'Ll�__L��,qp ,,, GRAPHIC SCALE I:) J. CITY ENGINEER 11 ,-Zl(�Ql� RCE: 249�3 11 ORE 0 A R L T 17 ADJUST VALVE COVER TO GRADE (WATER MAIN). -4� __ - ," 1v 11 � Cat- TOLL FREE A 90*47'00" 27.00' 42.78' 27.37' 40 0 20 40 90 ISO -1/ <��_ DESIGN ALLARD ENGWERING RECOMMENDED ,, 18 MODIFY AND ADJUST MANHOLE TO GRADE BY MWD FORCES AND STANDARDS. I I I I 1 �­7�-­___ 1 0 C�7 - Civil Engineering - Land Plonning 0 B 89*1 3'00" 27.00' 42.04' 26.63' m -I �I�­ I _�---­,�,­---�-----�-,­ - z M L 1-800 * 23 CONSTRUCT TEMPORARY 5800 LUMEN STREET LIGHT ON WOOD POLE wwwwWw" 0 No. 36052 m 8253 SIERRA AVENUE I I - __ C 02*46'56" 1025.00' 49.77' 24.89' -_jffw__�__ "IL-7�7 �I , ­. - __ - - - __ __ 7 LLj rri DRAWN Fontana, California 92335 SHEET \ D 02'46'56" 1000.00' 48.56' 24.28' - ( IN FEET ) 0( Exp.6/30/200 -_0 (909) 356-1815 Fox (909) 356-1795 227-26M - * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. 1 inch = 40 ft %P HMG - 5 OF 9 .! � E 02'46'56" 1022.00' i 49.63' 24.82' f 4 1)" clvk\, N�'- I - f&,4 � cw_A� - . - I 1__ L14' I _T_ -___ f - �_ , 4 , --f�mm� i I- _T t_ - I -T ,.i��, � I -1 f- A - - I i . __# I i 0 I I C - I . ��' f L 1 4 - rl-- I - t _,_��_ - i �-��_ _0_1111!"""""` , � 4 0 __ I - - �� 4- . qua - i..- -1 4 ., F __1 r. - -1- 1' - __--_. 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Will r- 40' . : _ vERT r 4 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 PLAN SCALE HOW: 1'- 40' ELEMENTARY BLUEGRASS AVENUE _ SCHOOL - _.� _ ,X DAY CREEK - EXISTING 36" STORM DRAIN � o PER CITY DWG NO. 1782-D `�- • r F 1111 _ _ ,, /� "*,- I i . -00 PARK I _ - ----- - - V-, . - ;;;t - + -- �2- i r _ _. - . - -_ - - - - ---_. -. - .-- - - - - - -. - _ _ - - An - - - - -- -- --'O - - . - - - 53 00 y�, + .� _ _ - +0 - ZJ� - = � - - --� 0 y ----- - ------------ -- - - ----- - --_� - - --- - -- -- --------- ---- ---- -- � . - i - - `� - -- - - -- --- ---- --.__ ---- -.-, ---- - - - - ._ _ _ 51+ - -�. ---1111 --- . - - - --_ - - - - . .. 1111._ 1111_. - _._ ___. _ - _._ _-_. ^ _. -. _ 1111" _-1111 _-. _ - _ 4F _- - - -. 1111..- _ _ - - - _ - _ - ',#,.� I - _....... - -...-. .. ---- - 1111 M f\ - - - -- - - _ -- -... - -" _ _.. 1111... 1111 - _.. 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N ,nom �o � � � � +C� +o L0 ,nL0 + oo W) ,n z � ao L . z z z Z W , Z Z_b d J � O W 5(Do -W W - WWW - - O0 w C7 L,LLJ m C 7 O C� 3 ~ m m LD LJ C; r-,F--,z r\( r ,\J 0 J m m EXISTING H _r-IR r\� r 1\J 0 , 50 5 51 38 38 38 5 38 � + (-1) �J 51 50 PERIMETER WALL m m J J J 54 PER TRACT 13812 p -1Jf3 J J p 54 51 53 r LO z � 54 54 38 BANYAN � m STREET DESCRIPTION OF REVISION DATE �� APPROVED: CITY OF RANCHO CUCAMONGA CONTRUCTION NOTES BANYAN STREET COMMUNITY TRAIL STA. 41+50.00 TO STA. 54+00.00 13 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 103 152 SF RANCHO ETIWANDA 31 CONSTRUCT COMMUNITY TRAIL PER CITY OF RANCHO CUCAMONGA STD. PLAN 1002-B AS MODIFIED ON SHEET 11 Rpt=E SS/Umle0 38 CONSTRUCT PVC 2-RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. 1010-A 1164 LF P N - - I'�OlJrld `>�VIC@ Alert 50 CONSTRUCT RETAINING WALL, TYPE I, it OR III, PER RETAINING WALL CALCULATIONS BY PAUL DURAND, DATED 3/8/03 597 LF ��'�SONO J '��� CITY NEEM RCE 24953 L FORE GRAPHIC SCALE AND DETAILS ON SHEET 11 �, 9- Zc) v1 Y� Cal TOLL FREE NOTIFY JOE MIRONE OF MWD'S WATER SYSTEM OPERATIONS 40 0 20 40 so 1w 51 CONSTRUCT "V" DITCH PER DETAIL ON SHEET 11 988 LF 0 C 0 - DESIGN ; ALLARD ENGINEERING RECOMMENDED 0 GROUP, TELEPHONE 909 780-1511, EXTENSION 2826, AT LEAST 0 No. 36052 m Civil Engineering - Land Planning 5 CONSTRUCT CURBSIDE DRAIN OUTLET PER CfiY OF RANCHO CUCAMONGA STD PLAN 107-A 2 EA ml /1I1� 1- TWO WORKING DAYS PRIOR TO ANY WORK IN THE VICINITY OF _ _ _ 6253 SIERRA AVENUE 111. 53 CONSTRUCT 12 x18 BROOKS BOX DWG NO. 1218) WITH STEEL GRATE OR APPROVED EQUAL, DETAIL ON SHEET 11 2 EA Exp. 6/30/2004 DRAWN Fortana, California 92335 SHEET �\\\ MWD'S FACILITIES AND R/W. 2212 LF Q ^(909) 356-1615 Fax (909) 356-t79s 227-2600 ( IN FEET ) 54 CONSTRUCT 6' CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD PLAN 534 �y CIV<L ��� AE � � OF � 1 inch = 40 ft. TF OF Ctk\- CHECKED RAYMOND ALLARD � R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG CITY 5-2-7-03 EXPIRES 6/30/04 n82 DATE Filename: M:\DWG\12103\BACKBONE\STREETS\SCHOOL-STREETS\PANDA-WALLI.DWG PROJECT SHEET NO. OF Date: May 27, 2003 ml R/W 25.00' 15.00' R/W I 2.00' 0.67' 1.00'- . - 0.75' LANDSCAPE "V" LANDSCAPE AREA PER CITY OF 25.00' C�"rwm7A (10.50' COMMUNITY TRAIL DITCH RANCHO CUCAMONGA DWG NO. 1803-L TOP OF EXISTING PERIMETER WALL PER CITY g DWG 1803-L 31 I 5.00' 15' - PER TRACT 13812 ' NJ 1218 STM­ 200, 1 5' 2.00' LANDSCAPE PER COMMUNITY TRAIL 31 VARIES 2.5' TO 26.5' - CITY DWG 1803-L LANDSCAPE PER CITY DWG 1803-L I J I SAF ; TOP OF EXISTING l 1 fly PERIMETER WALL 2' ~- " PER TRACT 1381238 38 M r �—EXISTING PERIMETER WALL /Il p� t �E :PST F0014 �� ` �` �` � EXISTING 8" CURB 38 I PER TRACT 13812 IPJ��lK Y Gt1 AT y _. ,�'"*�� ..`eve �{ ka AND GUTTER 2% I " 4 M1N 1 fir At" _ 0 2 :z s E' EXISTING 8 CURB r r 2% -i 54 �� f �. , * = 51 r' 4 �' r.. J< ► i ! EXISTING PERIMETER WALL AND GUTTER 2% _ ? �' ` �' ,`� t-k, I: _ , .._� ` -. `'a �e 3 't �i'°� A31"J! I<.R 'N� W"1�HO1,T � � � �~ PER TRACT 13812 � Y . _17*_ -. � � ;- ��-� �``*�`' �' `�".� ' -��{w Sr �� s�FOO I 2% F TYPE I OR II 50 M 4 ~.. . _ F- 2% 4� 4! -� + , '' Z J I L J Y ria I V Fr : . 51 2% r-- rfC i�IIIIs E t"'E �C��[� �� �' - I - INSTALL 2 15 0 TOP OF N - _ �_'' �. Al 1 FG TYPE II[ WALLS f I, f� v TW ac _ SECTION B B =- ii ' _ NOT TO SCALE " W E 1 1/2 . " CMU SOLID GROUT f PROPOSED - SEE DETAIL AT RIGHT FG L J 30' LAP 8" CMU IF Z" #4 A 24-OC HORIZ BARS `'y.. .-� TSP QP SECTION A-A ....•.•.� SOLID CONC. 'L' 15 A 16"OC VERT BARS IN CAVITY 40 I�IE, LOWIM !!!E:: .•' �t 1EC-1C. tfr ` �eS. AVA LABLE FROM STATION 43+50.00 BEGIN WALL _ TO STATION 49+46.37 END WALL Z a — _ I .. ADD 2 #5 ® TOP OF FG ��; �",_�,� �� ��i 1� t 6 b°�.� � �:.► k e 6 NOT TO SCALE �, f TYPE III WALLS EXTEND DRILLED 3 r �� 4 L �y�s yy ��+ r �r - - � '`I' wV _ all, ..,~ L S,'TT C .N T L5 �f/►l l AF i-:E. PIER REINF TO i 3" g ��1� {+ i+6 i' �' !!� rI W�`t� AM> TOP OF WALL ' 25.00' 12.00' RAN 30" LAP CLR EQ K COMMUNITY TRAIL 31 50 TYPE III WALL "W" ., YY PIER NTS wHw www wK. }� ` . sem. _ MAR T TYPE I <2.71 2'-9- 0 ' TYPE R <4' 3 -1 12 NOTE: 'TYPE III• DETAIL A 2 LAMP POSTS '` I 3.00 LANDSCAPE AREA PER CITY OF - � RANCHO CUCAMONGA DWG NO. 1803-L TYPE II >4 3'-4" 12 r I r R/R LAMP POST R/W PROPOSED PERIMETER WALL 25.00' 15.00' 2,2 - PER TRACT 15902 .� .�_.A 1#4 N 0. 1? [8 ' l8RQD1% PRODUCTS � 1lIA1� M 4'�L.� 0.67' 110.50' 1.00' 0.75' 5 3 . 0 2' COMMUNITY TRAIL 31 "V" LANDSCAPE AREA PER CITY OF EXISTING STREET DITCH ' RANCHO CUCAMONGA DWG NO. 1803-L EXISTING 8" CURB 54 2% —— LIGHT MASONRY NOTES ' AND GUTTER �*- \ 2.00' 8.5' MIN I �r 1 MASONRY UNITS SHALL BE GRADE "N" CONFORMING TO ASTM C90 AND SHALL BE MANUFACTURED IN ACCORDANCE WITH CONCRETE 2% F' ; I7 i I i \ I ' MASONRY ASSOCIATION STANDARDS. f 1500 psi, MASONRY UNITS SHALL BE 8" HIGH x 16' LONG, U.N.O. TOP OF EXISTING U PERIMETER WALL 2 PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V PER TRACT 13812 I - 1 i I I ( 3-#3 CLOSED LOOPS-TOP IL 3 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 psi AT 28 DAYS � EXISTING 8" CURB � AND GUTTER ADD 2 #5 0 TOP WALL i 4 POUR FOOTINGS AGAINST UNDISTURBED NATURAL SOIL: Sb = 1800 PSF, ACTIVE = 35 PSF, PASSIVE = 350 PSF SECTION C-C TYPE IIL 2 LOCATIONS i.- COEFFICIENT OF FRICTION 0.4 NOT TO SCALE 2% c== _ 6-0 - ; i 00 L EXISTING PERIMETER WALL 5 MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF ONE PART CEMENT, ONE-HALF PART - - -- ' -- - w 'P I T PER TRACT 13812 LIME PUTTY, FOUR AND ONE-HALF PARTS SAND AND SHALL CONFORM TO ASTM C270. IF PLASTIC CEMENT IS USED, LIME PUTTY IF H>2': REMOVE EXIST. 0 o SHALL BE OMITTED LAMP FTG. EXISTING 8" CURB AND GUTTER I i i _ L d L 6 GROUT SHALL BE OF FLUID CONSISTENCY, RATIO BY VOLUMES: ONE PART CEMENT, THREE PARTS SAND OR ONE PART CEMENT, - 54 51 THREE PARTS SAND, TWO PARTS PEA GRAVEL. fc = 2000 psi REMOVE & REPLACE RETAINING ( 2% 2% EXISTING STREET PROPOSED WALL _ _ 7 FILL ALL CELLS WITH GROUT USING APPROVED HIGH-LIFT OR LOW-UFT PROCEDURES PROPOSED TRAIL FENCE LIGHT RETAINING WALL 3-#3 CLOSED LOOPS 8 REINFORCING STEEL SHALL BE DEFORMED BARS OF CONFORMING TO ASTM A615, GRADE 60, LAP 50 BAR DIAMETERS, U.N.O. 0 RET. WALL FTG. LEVEL J 50 I 9 INSTALL HEEL DRAIN PER DETAIL USING THE FOLLOWING MATERIALS: FOUR-INCH PERFORATED DRAIN (PVC SCH 40 OR ABS SDR-35) LANDSCAPE AREA PER CITY OF �._,.___� I, WITH 3 4" DRAIN ROCK 1 CF PER LF WRAPPED WITH POROUS FILTER FABRIC. RUN TO DAYUGHT OR WEEP HOLES 0 32" OC - l / ( ) o 00 RANCHO CUCAMONGA DWG NO. 1803-L o PIER— 10 i I I ( - - ' - - - - - - - - - - - - - - - - - - - - - - - - `" .` 3 CLOSED LOOPS - 6"OC PROPOSED - - ' 10 RETAINING WALL BACKFILL SHALL CONSIST OF IMPORTED GRANULAR MATERIAL 12 INCHES IN THICKNESS TO TWO FEET BELOW GRADE. # FG THE GRANULAR MATERIAL SHALL BE CAPPED BY A TWO-FOOT LAYER OF NATIVE SOILS w 3 - - - - - - - --- -- - - - - - - - I I 8-#6 VERT. FULL HT. J 11 NO CONSTRUCTION LOAD IS ALLOWED ON THESE WALLS to �a r C:) z — EXISTING LIGHT , RETAINING WALL FINISH MATERIAL w Q g w VINE PER STANDARD PEDESTAL w w SECTION D-D N LANDSCAPE SIZE CLR CLR NOT TO SCALE 1 8"x4"X16" SPLIT FACE BLOCK CAP, TAN COLOR 3 z PLANS ¢ VARIES 2 8"x8"x16" TAN SLUMPSTONE BLOCK WITH WHITE SACK FINISH 0 � � > EXISTING STREET— z 3 LIGHT C) PROPOSED 8-#6 VERT. FULL HT. RETAINING WALL PROPOSED TRAIL FENCE #3 CLOSED LOOPS - 6-OC TOP OF EXISTING AIR BLOWN 1.00 R/W 8" CURB MORTAR .50' 50' DE�AII E XX PIER PROPOSED NTS , FG SCALE: 1"=5' 2% 2% DESCRIPTION OF REVISION DATE APPROVED: ' CITY OF RANCHO CUCAMONGA - - - - - - - - -- -- — — — — —_ — .� V coNTRUCTION NOTES _ `�; BANYAN STREET COMMUNITY TRAIL w w 50 31 CONSTRUCT COMMUNITY TRAIL PER CITY OF RANCHO CUCAMONGA STD. PLAN 1002-B AS MODIFIED HEREON 10" GAUGE WWF DETAILS AND SECTIONS 38 CONSTRUCT PVC 2-RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. 1010-A 1.2% 50 CONSTRUCT RETAINING WALL, TYPE I, II OR III, PER RETAINING WALL CALCULATIONS BY PAUL DURAND, DATED 3/8/03 RANCHO ETIWANDA I 51 CONSTRUCT "V" DITCH PER DETAIL HEREON CONCRETE "r DITCH ROf ESS PROPOSED I 53 CONSTRUCT 12"x18" BROOKS BOX (DWG NO. 1218) WITH STEEL GRATE OR APPROVED EQUAL NOT TO SCALE O Q ND U �q� APPROVED BY: DATE: L C Underground Service Alert I 1 " �O �� F CITY ENGINEER �� � RCE: 24953 FG 54 CONSTRUCT 6 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD PLAN 534 �c�, �, y 2 ORE yQ/o Calk TOLL IR� L--—i "V" DITCH NOTES: �Q �Q Z DESIGN ALLARD ENGINEERING RECOMMENDED 0 No. 36052 fT7 fT'll Civil Engineering — Land Planning 1. CONCRETE SHALL BE 500-C-2500 w r*► 8253 SIERRA AVENUE / 1-� SECTION E-E OR 520-C-2500P °� Exp. 6/30/2004 DRAWNEET 1111 r Fontana, CaliforniaCal'rfomia 92335 �7-26� NOT TO SCALE " s,� \P AE (909) 356-1815 Fax (909) 356-1795 2. REINFORCING SHALL BE 6"X6 - W1.4 X W1.4 y� C 1 V 1�- �� of WELDED WIRE MESH (W.W.M.) OR APPROVED EQUAL F OF CA1-�F� CHECKED �, �, R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG CITY 5-27-n3 EXPIRES 6/30/04 DATE 1782 Filename: M:\DWG\12103\BACKBONE\STREETS\SCHOOL—STREETS\PANDA—WALL2.DWG PROJECT SHEET NO. OF Date: May 27, 2003 ml