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HomeMy WebLinkAbout2504 PROJECT GENERAL ' H LOCATION C CITY OF RAN 10 CU AMONGA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 'OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 21 AND SPECIFICATIONS. 6 HILLSIDE MAO — CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS,. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS B IC S T 1 M"PR:O�V : 1M N L�AN 0 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, LA 0 VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE Vr=RNE iv RANCHO CUCAMONGA FONTANA RIGHT—OF—WAY LIMITS OR, IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE UPLAND TRACT NO. 20042 ', CLAREMONT SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA, MONTCLAIR GUASTI TR EL G: 3, ANY CON! ACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE CARN IAN S TREET F 0 NTA E IMPROVEMENTS SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE To EXISTING FACILITIES RESULTING POMONA DIRECTLY OR INDIRECTLY,FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. LEGOD ABBEEVIAMONS: SANBERNARDINCI COUNTY RIVERSI'DE COUNTY 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, PROPOSED A.C. PAVEMENT R/W RIGHT—OF—WAY ACARA DRWE CHINO ENGINEERING DEPARTMENT PRIOR TO: ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY GRIND AND OVERLAY EXIST. P.P. POWER POLE OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. A.C. PAVEMENT E.P. EDGE OF PAVEMENT A C&G CURB AND GOTIR L CAT[ NN P 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVINIG' STAKES SHALL BE NOT TO SCALE REMOVE EXISTING A.C. PAVEMENT CIL CENTER LINE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB—GRADE CF CURB FACE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS:. ADDITIONAL PAVING STAKES MAY BE PROPOSED CONCRETE TC TOP OF CURB -N :N'l TES REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREA& CONSTRUCTIO 0 QUANTMES s APN 1, J, U- -"J, FIL FLOW LINE 6 2 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS CENTER!LINE G8 GRADE BREAK 31 LF SHALL BE CONSTRUCTED PRIOR TO EXISTING RIGHT—OF—WAY FS FINISH SURFACE 0—CONSTRUCT 87 CURB AND: 19' GUTTER PER, CITY OF RANCHO CUCAMONGA —8 SM. PLAN 104, A2 PROPOSED RIGHT—OF—WAY TAN TANGENT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKALL, COMPACTING ORIGINAL (D—CONSTRUCT SPECIAL CROSS GUTTER PER CITY OF RANCHO CUCAMONGA SM. 1,214 SF GROUND AND ALL SUB�GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO EXISTING IMPROVEMENTS ECR END OF CURB RETURN PLAN 106-8 (MODIFIED AS SHOWN) TRACT BOUNDARY BCR BEGIN OF CURB: RETURN R CUCAMONGA. A WRITTEN : EPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE -EMINT V CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR EXISTING CONTOUR LOC LENGTH OF CURB 3 REMOVE EXISTING AC, PA E 392 SF A.C. ASPHALT CONCRETE 4, GRIND AND OVERLAY (MIN. 0.10" THICKNESS) EXISTING Ac PAVEMENT 1,571 SF SURFACING. DIRECTION OF FLOW DG DECOMPOSED GRANITE i EXISTING EDGE OF PAVMENT MAX MAXIMUM -R 6' AGGREGATE BASE (PER GEOTECHNICAL REPORT) 866 SF 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 5 ,� CONSTRUCT 4! A.C. OVE LOT V EXISTING CONCRETE CURB AN LoTir D GUTTER ENGINEER. LISTING ALL TESTS OR 'DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT MIN MINIMUM 6 INSTALL STREET NAME PER' CITY OF RANCHO CUCAMONGA STD, PLAN 401—A 1 EA AND GRADATION OF ASPHALT PAVING. PROPOSED CONCRETE CURB AND GUTTER NTS NOT TO SCALE 7 INSTALL STOP SIGN (Rl�l, CALIFORNIA MUTCD 2014) AND SIGN POST PER CITY OF 1 EA EXISTING POWER POLE T1 TRAFFIC INDEX 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE STA, STATION RANCHO CUCAMONGA STD. PLAN 401—B R—VALUE, SIEVE PROPOSED STREET LIGHT ENGINEER. LISTING ALL TESTS OR COMPLETED TO VERIFY� STD STANDARD DERBY FARMS DWE (��—FNSTALL :LIMIT LINE (STOP LINE) PER CALTRANS 2015 STD:. PLAN A24D (THERMOPLASTIC) 1 EA ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. + PROPOSED STREET NAME SIGN AB, AGGREGATE 9ASE AND LEGEND PER CALTRANS 2015 STD. PLAN A24G (THERMOPLASTIC) 9+64J 6 N 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO PM PARCEL MAP (PRIVATE STREL (9)--REMOVE EXISTING FEATURE AS OTED 9 EA DETERMINE STRUCTURAL SECTIONS, PROPOSED TREE WILY WESTERLY E!LY EASTERLY ��CONSTRUCT CURB RAMPS DETAILS HEREON. 2 EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY EXIST. EXISTING GD�--CONSTRUCT 0.25' A-C PAVEMENT 7 MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 2,1043 SF PVMT PAVEMENT \--LOT'Kp ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL :BE FILLED WITH A FINE GRADE INSTALL STREET LIGHT SEPARATE PLANS. N/A BEG BEGIN MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. BNOY BOUNDARY INSTALL WASHED GRANITE COBBLESTONES PER CITY OF RANCHO CUCAMONGA STD. 'POINT OF F­ 74 SF SOUTHERN CALIFORNIA 1 LLj 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED DWY DRIVEWAY ------ TION PER SE�� RATE PLAN - CASE 1, MOTH=3' CONNEC 542 BY THE EPA. FOR USE UNDER A.;C. AND: P.C.C. SHALL BE UNIFORMLY APPLIED AT THE CONC CONCRETE w V, (1�4 —FEATHER PAVEMENT TO SMOOTH, JOIN 480 SF a vj MANUFACTURER'S RECOMMENDED R, FOR THE FULL PAVEMENT WIDTH TO PAVING. TP TOP OF PAVEMENT PROP. PROPOSED Q��RAIMP SHALL HAVE A SURFACE APPLIED TRUNCATED DOME ETECTABLE WARNING SURFACE, D 5 11 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE TRANS. TRANSITION u): 10 COLOR SHALL BE YELLOW. 35 SeF DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION IMP. IMPROVEMENTS z OF WORK REQUIRED BY THESE PLANS WHICH APN ASSESSOR'S PARCEL NUMBER QUANTITIES BEFORE SUBMITTING A 'BID. ANY ITEM IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS THE QUANTITIES SHOWN HEREON ARE ESMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN INCLUDED IN THE OTHER ITEMS :OF WORK. QUANTITIES AND 811) A COMPLETE JOB. BENCHMARK: uj 1 2 F RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE 14. STREET SIGNS PER CITY 0 z B CITY OF RANCHO CUCAMONGA : ENCHMARK NO, 101:08 SET 27 CONSTRUCTED AT EACH INTERSECTION. BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO 16, CITY APPROVAL OF PLANS DOES NOT RELINE THE DEVELOPER FROM RESPONSIBILITY FOR THE CUCAMONGA BM 10108 11918�7" AT THE SOUTHEAST CORNER OF p "A CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE _41, Ai -LSIDE ROAD AND CARNELIAN STREET, AT.THE END OF CURB TREES TABLE HIL REQUIRED PLAN REVISION$ SHALL PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR RETURN. ELEVATIO'N'=19-43.723 APPROVAL. SYMBOL STREET B( COMMONNAME SIZE SPACING COMMENTS QTY. 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, s LONDO PLANE 2 4!' BOX 40' Ol.C. STANDARD "Ar BASIS OF BEARINGS: 5 THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 0, CARNELIAN ST PLATAMJU ACERIFOLIA TREE DOUBLE THE CENTERLINE OF CARNELIAN AVENUE 18, CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO: EXCAVATION: '�YARWOOD' STAKE BETWEEN HILLSIDE AVENUE AND ALMOND STREET. tL BEARING BEING NOO`36'OO"W PER PM 43/41. U11LITYPURVEYORS: 7+27�'�l ANE Hl ELECTRICITY SOUTHERN CALIFORNIA RANCHO CUCAMONGA MUNICIPAL ,'ASANDONED"I �-E EDISON UTILITY (RCMU) COWMUCTION : 8 FOR18TREET TFEES: ('800) 655-4555 (909) 919�-2:612 UNAUTHORIZED CHANGES ANDUSES: I ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS, 2. PRIOR TO THE COMMENCEMENT OF A-NY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE SOUTHERN CALIFORNIA GAS COMPANY CUCAMONGA VALLEY WATER DISTRICT (800) 427-2200 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE (909) 987-2591 FURNISIRED TO THE CITY INSPECTORI ANY UNUSUAL TOXICIVES 0 NUTRIENT DEFfCIENCIES MAY REQUIRE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. _EPTANCE BY THE ENGINEERING SERVI SAN GABRIEL VALLEY MUNICIPAL METROPOLITAN WATER DISTRICT PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 3. ALL STREET TREES AE SUBJECT TO INSPECTION AND ACC WATER DISTRICT (909) 59,3-7474 DEPARTMENT. 'TED PER' PUBLIC IMPROVEMENT PLANS ONLY. u, (626) 969�-7911 4. STREET TRE S ARE TO BE PLAN :ENQN,,',EE i_J MEER SOILS R ENG "ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY, INCLUDING STREET TIME WARNER/ADELPHIA FRONTIER COMMUNICATIONS TREES,, SHALL BE (88-8) 892-2253 (877) 908-128-8 LGC VALLEY, INC. ALLAW e4NM INSTALLED PEP, THE PUBLIC IMPROVEMENT PLANS." GEOTECHNICAL CONSULTING 1686B SEVILLE AVENUE ;R 218532 CONSTELLATION ROAD ROAD; CHARTE COMMUNICATION REFUSE BURTEC DISPOSAL FONTANA, CA 92335 VALENCIA, CA. 91355 (86)6) 499-8080 (909) 98,7-3717 PHONE (661) 702-8474 PHONE: (909) 356-1815 00�00 INDEV _P DEVELOPER SCALE 7"�50' PRIVATE, ENGINEER'S NOTE TO CONTRAC TO R. *V WEAVER LME, LLC �D 701 S. SAN GABRIEL BOULEVARD, SUITE D THE EXISTENCE AND LOCATION OF ANY UN' ERGROIUND UTILITY PIPES, CONDUITS, OR STRUCTURES SAN GABRIEL, CA 911776 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST (909) 973-6999 OF OUR KNOWLEDGE, THEREARE NO ':EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND SHEE INDEX RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON SHEET I TITLE SHEET THESE DRAWINGS, 4,2' SHEET2 PLAN AND PROFILE EXISTING 31 SHEET 3 EQUESTRIAN TRAIL IMPROVEMENT PLAN CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE RESPONSIB! TY FOR JOB SITE E'LY R/W L 3 331 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF T141S PROJECT, INCLUDING SAFETY OF ALL TRACT BUOY 19, PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 42' si — �` : 8) 91 TO NORMAL WORKINGS HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 33' 3.30 >n THE CITY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 22" 20' ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR cm LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Lu En LLj 4' 15' OL t7i 1 5.12 CL, 5<- U.1 Lu E 61 RIA, l=L -IL IMP. -7.44% Esl_ TRA 20 �[ CITY OF RANCHO CUCAMONGA 2:1 MAX EXISTING PAVEMENT -C UPROVENIENT PLAN PROPOSED DG TRAIL AND UBLI STREET no C�7 -6 D(ISTING EQUESTRIAN VINYL FENCE PER EXIST, GROUND :2 PAVEMENT R,C. STD:,1001 & 1'003 No. 36052 TRACT.W'Ou 20042 EXIST. GROUND -- EXIST, GROUND 14 FEATHER PAVEMI A T EXIST. GROUND Exp 6/30/22 CAMELIAN STRE-St FRONTAGE IMPROVEMENTS TO SMOOTH JOIN A.C. OVER A.B. EXIST "ONC, REMOVE AND: REPLACE EXIST. CURB & GUTTERgml�� 4 GRIND LAW) AND OVERLAY DR t " 5 A�CPA&ft C. P &A—.C. PAVEMENT T � LE SHEET CONC. CROSS GUTTER -00480 P6 CONC. CURB & GUTTER 2) ROW 201 18 04 d REIMIOV�.AND REPLACE EXIST. NO 104 APPROVED BY: DATE: .rg 3 11 C NX, VWG Unds roun Servic . PAVEMENT e Alert (D&LAC. PA EXIST. CONC. 9 CITY ENGINEER CURB & G RICE: 67514 it J DESIGN PLAN PREPAR—M- W RECOMMENDED Call: TOLL FRI ALLARD ENGINEERING W AE Cid Engkoaring - fland Sumeying - L CARNELIAN STREET CAM"ELIAN -STREET fn0N- M 7+VA 9 1 -800 MEET SEC mettSE"m -:STA* 9+7976 DRAWN 1,6866 Sevills Avenue SHEET HORIZON TA:L SCAI E 1"=20' Pmtana, California 92335 HORIZONTAL SCAI F ll-�20' AE 4221-4133 795 1 OF 3 (909) 356-18,15 Fax (909) 358-1 VERTICAL SCALE 1'=2' VERTICAL SCALE l'"=2' T.I.= 6 CHECKED P : R E E T P (�a= T' 2' TWO WORKING DAYS BEFORE,IYOU DIG: T.I,= 6 F CITY Raym6i J. 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V3 3z +,m Q t3 U, >- I ..� \, � . 9 16D -��E 1z \ - -w -w Q CL to , I Im I z I cn I � SOUTHERN CALIFORNIA EDISON POINT OF R , , �11 X - F-� R'�w SEE DETAIL "S' DERBY FARMS DRIVE ,���; w - . 0 1 1 � - SOLU PROPOSED M - CZ n - w _j Uj 9 m� \E� 1� I �z =4, ZI C:, � F i @ ( Q) r_ : ;Q , ��z I I Uj �5 a- I ,� A-: 0 :d- , = Z\'m�s a; �_ 112 11 CONNECTION PER SEPARATE PLAN \1� 1< I � I I : " �) .), , pm Q Uj �, * �z i (PRIVATIE STREET)l __j -Z 0 ,;- C-) ;X C) � _j �� \ � w zs I , V) � 7j : z \ U2 I I N I 0 C MR: �+>I 0 ;, � - - 1� � I 6 m �;,- Z 'R q �W 41 I 0 1 \ ,� BELOW �2 Q_ - I I - 1­­­­ - _Z� 187) � C-> �w 2 I _j I_ -6 i SM:DETA'L "V �� - , 1 -11, - I I I I 0- ('9 t3 m 5g R 1,2 Z-- M C6 Uj Uwj 09 10, _ : - b 9+12 64 BCR SEE DRAWING N-0. 25M ­_... ��i ,7u . _ ik Im 48 - 2,011 O�15 TC (7.5"C�) - BELOW �n ;�� , i 9 C14 '. �Im Ln, m "r_3 - n'e E; > Z--: PROPOSED V I If IF'- 2009.'37 TC (8"CF) I ) I c�0 LA Cr 'j- L11 0 C5, 1 2009.52 FL 2015,85 TC (7.5"CF) ; +_ >U;p �_z pan 1� rr : I - � - 2008.70 FL DETAIL 'A" I - ­ � r-M W�'U' En t7o +m- Z� (,Q) D il- w N 2010.95 TC I 1 20:15.22 T_ ' I - I 1 -I I r--W \1� . u' TRACT : 0. 20042 916 o 26�_ SCALE: 1"40 :: : � r-3.zi-/ CITY OF RANCHO CUCAMONGA fl- 04 ", r","', � , ,-,-,, "" _�,_ � ,� _-, , 5 3 I w m Z, � _­ ' 'J" , �, � � 9 - (n ­-".. __I_ SCAL:E: 1 �4 ,,­��_, '_ , ,� I 11 � , 0 9 1 20114.68 TCZ L - I �',, I "_­ �_ _ � I _ , ___ � - .- 7 - plo.33 FL . 6&)% I � F 111. I . 2015-2 , TC _..Z.07�%. I - I .. i , - 9 ­­­­ - . 7 MOC ___r�l - - � I (D NOTE: DERBYFAFSAS DRIVE -------- 20-10.30!' --'!— N-, , 20,14.60- ZU 7 4.12 -__ _'-���� J� 4 �� ' R -:- _ E I - I I I .1 ------- I � I I ­ ! I +1 6.64 ECR � I <^ PUBLIC STREET IMP OVE:V NT PLAN * EXIST POWER POLES, GUY WIRES AND ANCHORS TO RE REMOVED (PRIVATE'STREEn ------/ - I @ . FS !. . FS I t�� f, , GliAPHIC SCALE � �Iol _. . I C� 2016,58 TC (8"CF) ,,,,SEE SHEET 3 FOR 11�, ��' AND OVERHEAD UTILITIES (TELECOMMUNICTATIONS AND ELECTRICAL) TO q OL T I I 0.8 7 TC1FL- 11 i'_ - , 2010m "I -1 1. C__4 0 1 ,E'E :DW NO. 2505 C� I" I -_ I C � . I ' I 10 - - X TRACT NO. 20042 40 0 20 40 80 160 BE UNDERGROUNDED BY'DEVELOPER. I - A 2D 1 4.57, ' 1 2,015.91 FL K EQUESTRIAN TRAIL - 2,0110,46 FS - I . . 0 No. 36052 1:m ll� ' ' LL­L L //1 C�' C:, 20.10,43 1 Fs ":&- - : L_ 1: - 1 ' L-LLLLLLLLLLLLLLL-LLLLLLL--L----- ____�_ w '.I I _0 : . � " 't CAR:N:E;LIAN STREET FRONTAGE IMPROVEMENTS - -2 L ILL I -1- - ! SEE SHEET 3 FOR LLL �] . I,/ . a- . . FS, * 201�5-26 TC - I L I 111 N ��, I I 13 -�2015.80 TC -FXIST� V_ Fxp. 6/30/22 - - - L � � I � . I I R/W i lo, , , . . "I / I - 0 I I I No= L i : : L ElUESTRIAN TRAIL � 11 �',L ,'\, 2000�95 TC L 2014.67 FL 11 " 2016�30 FS 4�: I _0 L : - CARNELIAN STREET L : : 2010. p L . " i ,_ . 0 (IN FEET) z RI:NELIAN STREET i��_� X�,�� 11 2010.4 I f L I I 1! - \2016.37 FS C - CA � _F) . . 4 — � ST& 9+99.83 TO STA, 10+34.51 AND STA 12+14.88 TO 13+46.73 >N I INCH� 40 FT. I FS 2011.73 )'P' '. -11 ,� 1 89 / Ll- . � . I TC (6.5"C . _ 2 L I I 1 20 1 4, 1� 11'\@15 - 'iYl T - I ROW 2018-00480 2011.23 FS \ , - , 20:14.35 FL / 2015,04 IC I I 0 1� i, \ - ______----- - — I I 1\ : - . I­---------: I I DATE 2010 1 11 . . 2015�54 FS � -1--­_� : : qj:2441 . I �N 2011.29 F - , 1:�� - 1 2011.65 TC (6.57CF) _' . j � ,201 5L.5 : I,:� , 2n 15,60 pS 1: I - C> Underground Service Alert Q). I : 1: : F : - C'4 __ 1\1 FS (Y'CF) '\ 1p 1 201'1 1 1 IFL L L-ol i ; : o : CITY ENGINEER e RCE: 67514 - � � I ____ I : I N---.e- LLILLL- , :Z;:; !/ 'LLLLL __ � : : : I I , - - I- : , ­�.............- -r-1--LL" ­­ - L' .V ; I I L : 1 -17 � ,� ; L: - C� i � <1 - ,: r 33L.1 2' 1, : " 15. : VLAI PREPAReD BY: Call- TOLL FREE I BENCHMARK: __­ lz4l 13 .) ri DESIGN I I " I I � � i : .: I RIECOMM:E:NDED I - - ___ L : , , � I I 11 I ", I i : I : ,a- �, I I ­­­ ­1 L __ - - __ , - __ - I AE '111 - >1 ­ , I 7�, ',,,*& , � � --I- . � � I : S L-- ­ LL 'L L- I . ' _5 , 11 ­ CURVE TABLE D R/W --/ .�81 N�� I I! �n . 14- � , - I -PROPOSED I I _R'11 1.11, I AUARD ENGINEERING : -4 L­ � .� CITY OF RANCHO CUCAMONGA BENCHMARK 'NO, 110108 SET Z . 2.0% _�� k i,Nil Engineffltq -Land Land Planning: _ 2.0% ;11, 1 L I , . \ I R/W I � ,L'�,�� I _______1m__ , ---A- I I f ;.�� 1 -8010 0 L RADIUS I DELTA LENGTH TANGENT BRASS DISK IN CONC� CURB STAMPED "CITY OF RANCHO 1: ":L­ I ( ; - � DRAWN � � 1GB661 Seville, Avenue �1' , __ - �_ 2012.06 — � ­­­­ ' � - � � : ,­­­­­,......"I...L'�," SHEET ; � I I I� � —— - � 1;.i . - : ' CUCAMONGA 8M 10108 1987" AT THE SOUTHEAST CORNIER OF 1 .0 , I 1 2015.00 � I Fontana, California 92335 - I I A 27.00' � 89'61'31" 42.34" 26.93' 1 1 . I L � I - __ L � i4 � HILLS � � Fax (909) 356-1795 F I I I !;c 422-4133 I STREET, AT THE END OF CURB L 10+48.97 ECR 1'04&,87 BCR I I FS I AE 909) 3�56-1 2 ol 3 aI : i 'LL _r . � � __­___ — L 1 07' - L I z - __ flUICY111 !:: ­111111____­_____.__ � i I- � I'_�� � 1 I �� C21 n I _�k'�-,121_I, � '�, \,j/ _/ _�� , , , , _N < \ - ��n '� 1% 1�ln - � -4 ("I �_1% I ,8 3 , V -4 1 z�l i �_ "OLIk. * ' � ! / I I`NTE�SE TI \ t ,C;;I 1i ! +1 i 1 7 IOL-1 i E I �___, C � ,___,�._ , 11+ '�3' 9 �'2 8 " L - - — _ _ is TP \\ , ,��-,�, 7 , - GUTTER , nr� � t-1 � r, __,� . EX .� '11 , _j_ � _ _ 8E � _ � . C I I , L I : -a : R , :: , - i i - ro B 27.00' 99�08'2!r 42AT 27. RIETURN., ELEVATION=1943,723' 1 D IL ":B 2012-14 TC (6"CF) _2014,781 TC (67CF) DETAIL wCw � I __ I f L-1.111% - '­­_­� a—LIM01 — q 4A D 'AWING NO. � . CITY - : : OL, I TWO WORKING DAYSOEFORE YOU DIG ' SCALE: 111�1101 2011.64 FL 2014,28! FL I SCALE: 1"=10' NO, DESCRIPTION OF REVISION DATE APPROVE RJA Raymork 1. Allaid-, R-C-1. 36052 Date 215014 � - ----"----L_ L L...L L L L L L L L L L' L L - L - I - ____ : ]­­ I � D: [expires 6/30/2022) : � I- I L"""'' "­'­...........­' , - I , , I I : i I Filename: 11.\Newland Homes\Ramho Cucamonga- Tract No 20,042\DWG's\FINAL DES;IGN\STREET\Off s'ite Street\Street Sheet 02.dwg I . . . � � . I I I ­ ­ I I I 11 I I I - 8 0 1 VERTICAL GRADE:The following grades shall be observed: 5'X5"PVC POST Q,5%optimum I 10%maximum for distances over 500 feet. _ 15%maximum for distances limited to 513€7 feet or lass RAIL ENDS TO BE -- c CENTERED ON POSTS � 2010 maximum permitted only in extreme case's and for short distances under 100 feet,and oniy in cases where no vehicle 2-X6"PVC RAIL access is to be expected. 2.CROSS SECTION:2-4%optimum,6%maximum in approved to ...�� p � Rp location only: WALUFENCELEGENO 1-1 !I _ —- _, iL - - ,L--- 3.DRAINAGE:Where trait gradient exceeds 4% water lash curbs or h _ �.-.__._._____— g , _ R other diversionary devices-may be required.Location cahon,of drainage devices to be reviewed ', —�—�� . AIL L1E �T `Ia ,I�! VINYL F '. ' . ,I N1C?LiNTIlVC BRACKET and approved by the Trails Advisory Committee:Decomposed granite stabilizer I I I T I TY DETAIL 101 (WHITE) SEE DETAIL sha0 be used.Stabilizer shall be from Gail Materials,inc:or approved eclat. I � 1T�11 TAIL PVC FENCE P013T CAP EVERY POST: �vClNT WITH CLEAR GLUE 4.Si6.7iid SLOPE Ci1Y5 and t=1LL:2 1 maximum;2°lo maximum between curb and trait. ..:........ 5.1 max,turf&3 1 Max.shrubs(grquntl cover behind trail. ccasion l Slope I T I L variations will be considered on a case by case basis and will require approval I I i by the,City Engineer. 1 ! S"X5`PVC`POST i - 5.SURFACING:Trail surface shall be stabilized docomposeo granite with 4 inch minimum base.Remove racks and debris and grade surface smooth.Stabilized d.g.is available from Gail Materials(951),667-B106 or approved equivalent.Stabilizer organic binder -26 PVC RAIL shall be incorporated with granite tines by the use of a pug milt to insure proper ration of stabilizer to granite fines.For each 2"lift,evenly spread the material over the area, i grade and smooth.Thoroughly water entire area to ensure that the entire depth 15 moist': 4 - RAILS RIBBED FOR STRENGTH. Roll the area with 1000-3000 lbs.of weight.Prior to use allow the finished surface , ° � I ' sufficient tune to i1ry.On the+side to which the water drains,build Lip the compacted,: L d.g.to a finished surface of 114"-1J2"above concrete curb;allowing the water to I6HT I drain over concrete curb into adjacent planting area, r 6.CLEARANCE All trees shall maintain a 10 foot min!mum clearance.Adequateisight r distance to be maintained at all intersections and drive approaches,Fence line shall -RAILS SHALL 8E end 14 feet back of the S.0 ,or E.C.t�.in 20 foot-easements.in snlatler,aaserx�ents �t MOUNTED ON TRAIL SIDE C POSTS I Q determination should be made case by case.Fence true shall end 5 feet back from the tap of the'W at drive approaches,Adequate access to utitties should be maintained'. ri t TRAIL � CONCRETE HEADER PER STD.NO.534. Fence line shall end 2 feel to either side of fire hydrant and 1 foot to either side i of 7� any street light or utility pole: 1 FiINtSP-t GRADE 7.FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must cross existing or s. proposed drainage channels,the continuity of the trail shall be maintained by the / construction of an appropriate crossing such as a bridge,ramp way,culvert etc,Wood v/ or transverse mediurn broom"finish concrete shall be used to prevent slipping(no foetal - m ; A surfaces permitted).Natural Streambed crossings should be let*as natural as possible'. 8.TRAiL ENTRANCE:Trail entrances stall be designed to provide for equestrian, PROPOSED I&HTp $' edestrianihikin use and shall discourage or p g g rnof vehicle and motorcycle access,except' _ Local Feeder Trails shall provide one or more means of unobstructed vehicular access 12" for service vehicles.Access Locations subject to approval by the Trails Advisory p k. p ,_ < �"-� Committee-Refer to standard drawings for barriers and suns.Where there is no 4 DECO PQSfFLI S 3tNC7 r OO barrier,the trail should be posted. GRANITE FORMED SC7OTtiVG CENTERLINE NOTES: cis' iQ CONCRETE APRONS:For drive approaches at trait entrances or of drainage dressings; �' t „p- c,., concrete aprons shall be a transverse"medium broom"finish. �° 1. RAILSSHALL MEASURE F�CAiw,TLY 2`x 6". 5. CAP ALL('CYSTS AND EGNi35 OF EXPOSED RAILS i 1 J .' 6. EVER, THIRD PVC POSn A A.- . ?, POST 8l-P,4LL tv:FASt�iPRE EXACTLY 5 x 5". AND,�Li�PVC POSTS 1"1 CONCRETE HCAI7ER.Concrete header shall be 6 inch per City Standard between trail and: all other abutments.LOCATED AT CHANGES t( DIRECTION OR ENO POSTS w' 3. ALL FENCE MATERIAL SHALL CONSIST F 1 Qg°!E tvtCllVi'7'- co _ 4 b ARE REQUIRED TO BE FILLED INITH CONCRETE o EXTRUDED VIRGIN PVC 1JV[TH A MIN.OF 8 Ja Fi02 � 12.SPECIAL NOTES:Most Regional r :I i �- _ � rTrails s follow�kttstiGlg o°planned flood controtfacitities 7. TAWL- 4 THROUGHOUT THE PRfi3[siJCT.(kitE6�BER5 ASJAILAeLE S ES5~TEFL SGi�EU1iS SHALL BE t3SE[�FOR constructed b the San Bernardino Count Flood � .�; Y y cod Control District and Army Corps,of FROM COUNTRY ESTATE FENCE OR APPROVED PENCE CONSTRUCTION. Engineers Therefore any construction within their rights-of-way requires review and c approval by those,agencies and is subject to their standards and policies. Ak ALTERNATIVE. $. RAILS SMALL HAVE Ttl+l{7 RIBS ALONG THE ENTIRE cc r' FENCE LENGTH STRENGTH. I � � , EPVGE MATERIAL.SHALL F3Er UV RESISTANT f AND OF THE PRODUCT FOR;�I�C�1=D u�T4�Er+tt:TH. ,; 't3,Lairydacaoe areas vahteh would otherwise,drain tc�trail shall Ida required to , . . . q WHITE IN COLOR. g TRAILS ON CURVES REQUIRE SPECIAL DESIGN. � coitectldisposo ofv�ater through area drains. l � 14. SEE TRAIL NOTES STD-Iti9CY. 1Cit71: i I fN. ,, CALIFORNIA CITY OF € 4 CITY RANCHO APPROVED BY, � APPROVED HYa I STANDARD PLAN COMMUNITY `T TRAIL STANDt�R� Pt.�111 .,. .� `TRAILNOTES rig r 1 f .C1 ;.Ei TNEEP' . TY .; D E PVC 2-RAIL FENCE 1010-A UJI R, ENGINEER US r u E yt1TFt STANI7ARfY SPECtFfCAT3 NS.F P' DArC tiSL Whir ';TfifV[7ARQ S�'ECIFtCIhTttYhF� FOR 'PtJf3L9C wORtf5 CONSTRUCTION ec Q QR UBLIC 4�/QRFtS isbNSTt�JBliQht � �.rr.E. 24953 SHEET a OF i R,C,E, �fi��T � ai� t i FROPOSEPRI&HT OF NAB 1 I L FENCE, COMMUNITY TRAIL PVC RAIL FENCE PROPOSED (RIGHT OF WAS PER STIR. O. 1�1 o-A � i PETS.I L I I - CONCRETE HEADER PER STIR. NO. 53 — —� � COMMUNITY T I�D��i�i TRAIL � �* H I`� VINYL FENCE) iI 1 T LINE i C i CARNELIAN STREET 2% 2% :- _ ,. fit ..t s J` 1 { t.,� "? .i)d ^:�� 1'.i,r�. } r 71 COMMUNITY'` TRAIL CITY T IL i ' 5' I PLANTING °I5'TRAIL � . . . j _ 20' i ® 1 u �, I' N' 1 ' s �� scale. ��E s f CITY CIF NICHO -CUCAMONGA ob J. 1% TRACT w 20042 NO. 36052 CARNELIAN STR: !ET FRONTAGE Exp. 0 AND LANDSCAPE 1' PROVEMEN jll r oCA- _ R ' 1 — 0 inn rrg r� APPROVED DATE.. Underground Service Alert CITE` ENGINEER R ' 67514 I '' P PI P EY- ® w RJCLA DIES'I I RE I ENDED TOLL FREE 1.rmd:SW%qwq-land filming i 7 s, ' `' NG AE Signature (' x 9 titttiRt" "i x,,.. ,. . 15I� Seville rPlf11eSHEET 1 -8,00 Renewal Date alxtene: G lilarrti 2335 422: ' _ "11t1 Date ' k;4 NZ TWO WOR 7 H-W.C1 36—0-—5-2-- Da— te [ ill" Il . IE� fi _ ti ITS" , 5 � 'l "� �' "� �I O. cR6 I F R 111''� � �'E RRRD; R� Q �f . j