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HomeMy WebLinkAbout1477 L I BASIS OF BEARINGS BENCH MARK GENERAL NOTES THE CENTERLINE OF HELLMAN AVENUE, CITY OF RANCHO CUCAMONGA B.M. #35 BEING N 00. 29' 00"W AS SHOWN CHIS. "+" TOP FIRE HYDRANT OPPOSITE 1. All work shall be done in accordance with these plans, the City oaf ON TRACT NO. 7263 M.B. 95/76-77 #6886 HELLMAN AVE., 0.35 MILES SOUTH Rancho Cucamonga Standards and the Standard Specifications for Public OF 19TH ST. ELEVATION = 1478.109 Works Construction - 190JI 1. edition. Contractor shall be familiar J6- with and shall be responsible for adherance to these Standards and Specifications. • CONSTRUCTION NOTES AND [QUANTITY ESTIMATES] 2. All pipelines or substructures of any kind, telephone or power poles, (CET ANPC .__RU) CUCA RION GA water meters, valves, fire hydrants, etc. shown or not shown on these ions within the ri ht-of-wa limits or in adjacent areas where 01 O n n I p g y � CONSTRUCT 3 AC OVER 4 1/2 AB, CLASS II, PER TYPICAL improvement work is to be done shall be removed, relocated or protected SECTION. 990 5.F I in place as requiredse ined at no cost to the City of Rancho Cucamonga . _ STREET IMPROVEMENT P • o2 CONSTRUCT 0 .10' A.C. OVERLAY PER TYPICAL S ECTION ON SHEET 1 6590 5.F 3. Any contractor work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to 3 COLD PLANE PER DETAIL 3 ON SHEET 5 AND PERTYPICAL SECTION existing facilities resulting directly or indirectly from his opera- FOR ON SHEET 1 . 3290 5.F tions whether or not such facilities are shown on these plans. 4 CONSTRUCT 3n AC OVER 4" AB, CLASS II, PER TYPICAL SECTION. 63 600 S.F the Cit of Rancho Cucamonga Engineering 4. 'A permit shall be obtained from y g p �5 CONSTRUCT HANDICAP RAMP PER CITY STANDARD 310. 8 EA. De aitment prior to any encroachment or construction within City of P TRACT NO . 14192 - 2 Rancho Cucamonga easement or right-of-way. `;J CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. 303. 3620 L.F. I 5. All grade stakes shall be set by the Contractor or Engineer. Paving #I ;,:� q, o A. ma,. .o r < W RIM30. stakes shall be set at all hinge points , edge of pavement points �� ,(;ac,� ' �.w,i I "`a s aH "; A,7 V8, ;i �I Rod CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 305. , itb 52v �- 5.1= NPOk within 0.01 foot of sub-grade elevation and at not more than 50 foot �< w ; a = 12' 18' 18' 12' Qi _ O8 CONSTRUCT DRIVE APPROACH PER CITY STD. 305. "W" AND "Xn 8 i oAMGt<•,.ST �>'c, intervals. Additional paving stakes may be required by City Engineer ` s • _ _ ]°" ;` ID `,,,,,a 4 d ns needed at warped or vertical curve areas. , 'os= =1 ��� "< yy�, p °„[ ,�,[,. f NOTED ON PLANS. ci532_ » .. '� a"��{3r 2' 10.7' S.3' 5.3' 10.7' - 5.F r'<NI`3 LANG .11: ■. 4' O9 CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY STD. 308. (X= 5') 2120 S.F. 6. All sewer, water, electric, gas, phone or other utility laterals, r i i . „ " 9pqr.,- ?Y / tTV) CPN �.�c-- R. �.flt r _ L----- ----1=-- '+4. ''' •.va,�€�>E 1 ^ X mains , or crossings shall be constructed prior to paving. -may»r ' , „• I : : T NT+T „ ;;o ,.®19TH1> ', � PROJECT \�jj� l 7 ��°1 10 CONSTRUCT UNDER SIDEWALK DRAIN ALHAMBRA FOUNDRY A-470 SEE 11_7. Compaction tests of- embankment construction, trench backfill, com- 7\a.,»A.wrD» ', i� LOCATION �P� . ?�. -- D'� - O.T6' 0.17' 0.25' D.47' 2e/ DETAIL 10 ON SHEET 5. 15 ER. ;I LEVEL LINE_ - �1 patting original ground and all sub-grades shall be performed at no rD , 3 sem„ < ; r V _ "" �, „�� :� t~ a1 ,,l C'�� _.a'v- - - _ i_' _� a;. \��� 11 ADJUST WATER VALVE BOX AND COVER TO GRADE. cost to the City of Rancho Cucamonga. A written report with these r ,� r �� . - _-_--_ --- compaction tests shall be submitted to the City Engineer for approval -•' ''�i" ``� OL rte•• ,' f'� . v.Y-�-C- �x ADJUST MANHOLE FRAME prior to the placement of base materials and/or surfacing. '___ _ _ _ ""•'r 8 __ __ - .s �� 6 6 AND COVER TO GRADE. 1 EA. ��-cAwlx u- R : G1 I„rD.•»., i L u 4 - 'Dl a' y /Z : 5 1 SAWCUT & REMOVE EXISTING A.C. PAVEMENT 1645 LF �V I ; 8. At the completion of paving , a materials report shall be submitted to R ' • I^° j . I I YAt- <.- $Q { "°°A1,F '°' '�" " BILLINGS PL , LEDIG DR., the City Engineer. Lising all tests or determinations completed to - ea LINE <'T :av ' I ;"�' TERD LINE 7" A� 1� REMOVE EXISTING IMPROVEMENT. (TYPE SHOWN ON PLAN. ) verify stability oil content and Gradation of asphalt Paving .�' ° ' ace _ i.w.oe st ,d,. Q� w . Z KIRKWOOD AVE. & LAYTON DR . 15 PROTECT IN PLACE. y 3 z I O»'n 000 5 V :] Rt 4 R , �j•�,�' i ( l(Dtl .MW_J� µJul/ a .[D[.1, I� ..GI 9. Prior to installation of any paving a materials report shall be `°: s,��; °S, 'a as D. I N a TO $AL[ Ir ' COLD MILL 0.10' DEPTH OF EXISTING PAVEMENT SURFACE 7B 5Y.submitted to the City Engineer. Listing all tests or determinations - 6 /f'�u I j p Y� - sieve analysis and sand equivalent o[ �� �NQ� gt =: D '•w • �'a: _ ;a. R/W completed to verify: i aggregate base. + ° W e / j�•", . YE*ST' ••(w� r= 33 cC R/W t J '.CIM/R[» v'ST ` CHURC H D STS; 33' 1 .19 BLANK •� w d « �5,o s, 11' 22' 22 ' 11' t f ~ N < � a ` i; ,•"`lo- CJu < EX. NG 20 CONSTRUCT BARRICADE AND TEMPORARY END OF STREET PAVEMENT PER 10. Paving shall be performed in accordance with R-Value and Pavement tests I'; � : I x ..� � _ -> �r-- � .r. �a � 2 CITY STDS. 404 AND 405. 32 LF taken to determine structural sections (prior to final plan approval) = ; � - - \ , .` a W. .�. ,l` „, �� �2' -w I "`" 8 � f r r;w st - y//V IST 2� FURNISH AND INSTALL NEW STREET LIGHT PULLBOXES AND NEW r5 ' �TGRJRt 11. When improvements are to be placed on native soil which consists of a 3 rock material the sub-grade shall be prepared by removing all rocks STREET LIGHT CONDUIT WITH PULLROPE PER EDISON STREET LIGHT y � g � PLANS. EDISON TO CONSTRUCT NEW STREET LIGHT FOUNDATION, which protrude above the sub-grade and all voids or depressions shall be ti�o��aj 13y-2.D1` filled with a fine grade material of a quality better than the native VICINITY MAP 1 INSTALL NEW POLE (5800L H.P.S.V. ) AND WIRING. THIS ITEM TO �� 1 Y -� -��- 4.1�, r BE PAID FOR AND COORDINATED BY THE DEVELOPER. 18 EA material . NO SCALE 22 PLANT PARKWAY TREES PER CITY STDS. 601 AND 605 A/B AND TREE I R • 6l EX15T. 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 1 TLI 6 c >tc SCHEDULE TABLE & TREE CONSTRUCTION NOTES ON SHEET NO. 1. `107 EA, registered by the E.P.A. for use under A.C. and P.C.C. shall be 6 (PCDDMILL FROM uniformly applied at the manufacturer's recommended rate for the full STA 5450 TO STA. 650 2� INSTALL STREET NAME SIGN SET PER CITY STD. NOS. 401A, 401B pavement width prior to paving. 3' AND 402 . 4 EA. 1 13 13. Estimate of quantities is provided by the Engineer only for the AMETHYST ST. INSTALL R1 STOP SIGN (30" LOCAL 36" COLLECTOR) , 12" SOLID convenience of the developer, the contractor shall make his own - WHITE LIMIT LINE AND STOP LEGEND. 4 EA. determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in _=� FROM STA. 5+00t TO STA 0+26± 2� SEE GRADING PLAN FOR REMOVAL AND RECONST OF EXISTING RETAIN- the estimate of quantities shall be considered as included in the other ""`°10NrryEsT. ING WALL. items of work. Z� 14. Street signs pet• City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15 City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered �Q during construction. Upon request the required plan revisions shall be 2 promptly submitted to the City Engineer for approval . I scA1;<,•_,00• 39 16 Work site and exterior streets shall be In a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon 3 a z a request of the inspector. 10 11 12 13 14 15 16 17 to 19 17. Contact UNDERGROUND ALERT 1-800-422-4133 and the following Utility I M 4 S I Companies as required, 2 working days prior to excavation. 37 O 18. Contact all Utility Companies as required, 2 working deyg prior to Z M0. 2 excavation. Provided for your convenience are the fo.11owing: SEE SHE T _ _ Z --- _ A. Sari Gabriel Valley Municipal Water District w _-- __- _- ._ -- -----.__.-------__--_- _-- - ----------- -- ----- --- _ F . Mr. Bob Stallings (213) 969-2718 W - 0 - - - - ~ -� --- W 0 W D. General Telephone (800) 422-4132 35 d _ for underground service I W II C. Southern California Gas Com (714) 529-2889' _ tri 7191 E. birch Street (714) 529-7070 (n I Ln W Drea, CA 92621 � � � 3 � W 33 32 31 30 Y t0 29 28 27 2B 2S 24 23 hill 22 21 20 Cn D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 0 AICD t -A. P yrs.. 10+36, p�l� W �r t"REY� P1� TPI`'1 00_5 IAII &{ MIM � 12 M " . HET 6eE SE _3 E. Metropolitan Water District (714) ' 593-7474 - P.o. Box 54153 ••• _ DESCRIPTION OF REVISION DATE CITY OWNER /DEVELOPER AP►ROPED. Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 LOCATION MAP CITY OF RANCHO CUCAMONGA _..._ ��e- _ ------_��� .. . , ..� HIX DEVELOP CORP. 437 South Cataract Avenue TRACT NO. 1419Z PRIVATE ENOMEER•a NOTICE TO CONTRACTORS gufte 2 `•_ . STREET IMPROVEMENT PLANS COIISTRUCTION MOTES FOR STREET TREES .�'a ..- ,' ' the existence and location of towX-rgr"d utility pipes, lines or slrmtures ,�n Ihmas California 91773 sINCII on this plan were obtained by a search of available records. To the best 1. Ail street trees are LO be placed in accordance with City pl our heknowledge contra there are ir existing ake dce utilities except as shown an [hese (714) 599-8461 TITLE SH E Standard 601. Deans. The contractor is required to take due precautionary measures to protect the utilities shown and any other lines or structures not shown on these plans. FAX (714) 592-5010 2. Ail street trees Shall be staked and planted according to City TR EE 5CFl ED U L E All contractors and subcontractors performing work shown on or related to these Standard 60SA or 6058 as proximity to hardscape dictates. plans shall conduct their operations so that all e.ployers are provided • safe placeto work sod the public is protected. All contractors and subcontractors 3. Backfill mixture of all street trees shall be per the 11". STREET NAME TREE NAME DIII II shall comply wlth the "Occupational Safety and t(ealth Regulation" of the U.S. N ORRIS-R EPKE,I N C. me Department of Labor, and with the State of California Departnt of industrial APPROVED BY* DATE: - recomwrldations of an agronoe+ic soils report furnished to the Relations' Construction Safety Orders." Consulting Civil Engineers and Land Surveyors Underground Service Alert Cfty Inspector. 46 LEDiG DR. P`(RU5 CALLER`fANA (BRADFORD) 25' 0C 15 GAL CITY ENGINEER , RC.E. No. 24853 The Civil Engineer and Norris-Repke, Inc. Shall not De respnnsfble In any way 2882 WALNUT AVE. SUITE A ` for the contractors' and subcontractors' compliance with the "Occupattonal TUSTIN, CALIFORNIA, 92680 4, NO Street tree Shall be planted where the Center Of the trunk 1s 32 BI LL1NG5 PL. RNUS LANCEA 2D'D.C. 15 GAL Safety and Health Regulations" or the U.S. Department or Labor or with the State DESIGN RECOMMENDED COIL :TOIL FREE closer than three feet (3' ) to the face of Curb, unless othersise of callfornia Department of industrial Relaticns "Constructlon Safety Orders." (71 4) 730-6410 . 1 N noted, 9 KIRKWOOD AVE. MAGNOLIA G. C 5T. MAR`( ) 20'D.C. 15 GAL The Contractor shall asslwe sole and complete responslDSilty for ,lob site S. All street trees are subject LO inspection and acceptance b the conditions during the course Of construct Ion of Lhls project, Including safety I DRAWN SHEET 800 j p p y 12 LAYTON 5T. LAGERSTROMiA INDICA (RED) 20'DC 15GAL of a„ persons and property, that this =qulrement shall apply continuously and , X122 X1133 Cf ty Engineer. not be limited to normal working hours; and that the contTaCtOr shall defend, 111 r v Indemnify and hold the owner and the civil engineer harmless from any and all ' G A I OF AMETHYST 5T. LIQUIDAMBAR STYRACIFLUA (FESTIVAL) 25'OC 15GAL liability, real or alleged, In Connection wlth the performance of work on this /` `` CHECKED SEE LEFT DRAWING NO. project, e.cepting fur liability arising frum awx the sole negligence of the r or the mglneer. R.C.E. NO r iwo WORKING DAYS DUORE YOU DIC JACK P. NORRIS RCE 15446 J PN DATE 1 FILE 140.__ i J N 2rD- 03 ._ _ ..-..-- .... .. _ - _ • _ ..._....._.-v... _.. ._-. -.,s..... ._- ._ ..-.. .-..-.- ...... ---.. ..- _ -..._ ... _ _ _. _ __ .. ... ........ ..__.a.._..•r... _.._•.. _ _. ...... .... .......>_ y mss+.--.•..r-_ .,_.. •- .n--•` ---• -- BENCH MARK m CITY OF RANCHO CUCAMONA �.M.100' V.C. _ � � � _ � 5 iO P. 1. EIEV- = 10.15 :CHIS. "+": TOP IRE HYDRANT OPPOSITE x886 HtLLMA AVE. : 0.35 'MILES :SOUTH ' uri 61 - f i OF 19TH 'ST. o . o a? . ub �► , 1 ;ELIVATION 1 76.109 to o t,- to a } : r 72 oQ } NN 4. g g , E1t 157. GRADE @ N'L`? PAN 'f ♦ 100' Y.C. r r F'I. ELEV. 62.17 1 + ' ROP L C _ e., P N' Y T 68' __ L- 04.94' L- 14.83 ' I ; bi LO �-- 100' V.G. ?°!r �" r v { I a - i ? 1 ' Z NtdD W C.7 , i P,1. EL EIJ. = 10.58 vt a cn Q C# N N -+ I p to ui ;� 00 i ; t { t Q O * OQ i lr'1 a0 t17 ~-.. r -• C=i C13 Ln J' �' © r � d ? O �' : in 6' W R= -0.409'o I � � � � � O { i dri iILD A- �' N j �p f' 1 i --- N N q 10- IZ= -p + �0 100' V.C. R :- -0.409b { Q j rd 44 y.. P.I. ELEV. - 62.60 I - : { PROP RAD AT . P P G E oc ' lop' V.C. $ N ca f �t p - a v : 1 I UJ c71 �.! 'n r- m v 3D'V.C. P.I. E L N. 10.15 a� ►n M r }- P. I- { EO r t oc] jui taN� + � cr Ln � ; ,nom pcT o . In f 1 � � � o r. o 1 ! o a a a R= -0 4C?9'o _. + + o m :,�, ,,a a, ^ r2: t i o r. t.. 4,; o; �`1� f f es► i oho :00 6' /t 9'a ic%J ' 00 co 2.13' POI�t. dF L= 42.38 L� 4?.45' R -0.�©° { a'•� 44 `n = .i. . O « Q R=-0:40 /o v P-I. ELEV. = 62.77 ")14 �����, i 1 CD 1111 F►RD'P. F.L;e 'X-IaUT#TER P =_ 2. _-- ti7o- ju __. _ _ Z. - -� �' PROP 'S'LY. T C ul q� EXIST. GRADE L' S 0 E R.W.R11V. L= 114.63' iRTA%-,T.13 r 1 i_ J N co v - 4 741 4 74 74'74!74 1 j ! I 4u � tr OC N 0 (,' 1 ! �m ��� P1 60.21 Ff l 6 0.13O �n m v LitUCC a w r X11 #t to -; co �' ►n to r u m Irl N 4' co v N �, O W ea 00 + La C4 LAJ + .' 1i -1 -f - : i_ , { N _ tLn Le- t ' r O I - fl1 1`" (�I �r C� I 1 R s i kO O t d- c\7 r 1 (1 -1 - T -�.4b To tD -`�`'- N ; � r P F E cw ! : : R 0 �o i i a � 0 IL # - IR _ -. ! ORI Z.• 1 '= 0 } + X610 I' P FL X GllTTELc 0 40� i Q=- + - SCALE• pR R ' - - �RT. '• 1"=4' - ; PROP FA. X-GIJ -R --- - .................. tD I 3. 4 5 6 _ 7 g g 10 I I 12 0 1 2 61 Ln in M 07 N7 cm A W A H cc t- � o A >- -- q 3 v r°O- L0t < '� 0 i A � 1 y 8 W � - v- r� �.ih Pin � - r- ALLJ 21 N A � A � a+ a� �' tli ;t i ti' s W � v ALAJ � � Go ne a �8 21 8 8 S 2l 8 8 21 b a j o' -� ° rei, + ,� ,�,to 4n cm +, N + co 1 A < a c N < < s s' n 3 so 3 °s Q, 3 �+ ; o N I o;��,��`' a°'o A,� A,M cq 00 �.�' �,"' A - s $ "' d 14 15 1fi 17 18 ' 19 ��°' -r + w p J A �• d, '- + + � / ;: %P >K W'M v ., -o �► 13 Z T`(P I m r , in Zo uc! :o rim r co od �o m P 10 @1; p ( ti 7 3• O ni N r N N + t. L1'1 . v! Cl 10 40.07 25.99 66.00 66.00 66.00 66.00 67.06 JIbi to v Oo 11 t v o3 + 3 ti3 N3 rn � ; d =� 12 10 67 0 0 o O o o + Z °D c� cn + t .« • 3 r O 05 � Q SCALE: 1•x,40• 0 cs 4 cj 6 TT 22 7 8 9 10 � ,; 11 16 ' 2 , >> o o J o �v' �^4�a !a. r V111 <4 - � �h�� , �� ' o I �` I I D `�' .4 h� o o h 4,6i. h ,Q^ N8` °3S 0? E 1 IaJ 7 ►p o o s6' 67.22 77.20 73.60 66.00 56.00 66.00 66.00 20.98 45.1 o�p C 'z / . _. -._._ _- _ -- O \ k ti W cb O_ O O O O P O v, �� \ \ C 1 1 ,z ^�L t W Ni i ,;� p() U'0 ��0 __-_ '� CO L( ��Q�' p G �n•�f� V Y \ ' �r�j� I�,i W 2 �� 56.17 66.00 65.93 6 q LE1 6 -i N89°39 02 E 6 6 -- --- �+ `' - - +-- + ---tr 47 90 20.23 8.83 h ^ - - - - - 0'` F b n ti� v h��� (C) "R o .. 15 ?�s 0.0�` ^�'?0 23 7 �`�SR �'� (n > > ` e - °� 5 h __ 0 5-3-75A d ti Q -_ _ �,� , �6A - --- - - -- - - - - - a23 2 21 2 • - 7 -,T `` r 15,9 2 0� 2 a LO (t 4 ¢ v 5 14 v Q -� -- - o 0 4 o LJ - A M m ) e� 1 �J I y� S10 70.00 36.74 33.29 68 g3 25 !� � 30' °j 30' , It M �!, M tq '� � JX 33 ' 59.13 Go a c ., �t t La 57.26 66.00 66.00 57.87 �� ' �,� �� I st cn gn LP CC s� �N a tip' Z3 26 �, " � ' ' c �+ � C4 - ,� DL 33 32 31 a 30 4 � tiE W 294 - A 28 27 �'� ( + o - LA YTO N S T.4. x 3 0 o 3 I- Do w ,,, A < �, A A /titi3o' M P tl� m 22 Tyr X s 7,4 '_ >� SEE SHEET N0: 4 8 30' ,o .� �' 1 � x 'C 1 ' 1 1 ', � - dD K P. i!t ..t v� $ 21 $ $ S 21 • 49 en K eo - d' � tV c� �O,N tD, K to U1Ln La co B 10 N -r .r + ~ KIRKWOOD DR. d 3 3 - 9 DESCRIPTION OF REVISION DATE PRO D R [ VE. APPROVED O+ CITY c3 + 3 N3 N tV 3 SEE SHEET N0. 4 a CITY OF RANCHO CUCAMONGA ; ' O - TRACT NO. 14192- L. E D I G 4 � 3 AC OVER 4 115, CLASS II, PER TYPICAL SECTION. , CONSTRUCT HANDICAP RAMP PER CITY STANDARD 3)0. STREET IMPROVEMENT PLANS ,. 1@ CONSTRUCT 6- PCC CURB AND GUTTER PEP CITY STD. 303. y J• (D CONSTRUCT V NIDE SIDEWALK PER CITY STD. 305. LEDIG DRIVE) O CONSTRUCT DRIVE APPROACH PER CITY STD. 309. "N" AND -X- J NOTED ON PLANS. - MOM BILLINGS PL , TO, AMETHYST ST. ' O CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY STD. 308. (x= 5') ' 1 ® CONSTRUCT UNDER SIDEWALK DRAIN ALHAMBRA FOUNDRY A-470 SEE + _ N OR R 1 S-R E P K E,I N C. _ DETAIL 10 ON SHEET 5. L_ Convulti,9 Ciro En0ln*srs and L«,e Surveywv APPROVED BY: _ DATE: A 89455'25" 27.00' 42.38' 26.96' F 15'4426" 400.00' 109.89' 55.29' ^ 2882 WALNUT AVE. SUITE A!_. _- CITY ENGINEER ` RC.E N0. 24953 FUR?tISN AND INSTALL NEW STREET LIGHT PULLSOXES AND NEN - I �. TUSTIN, CALIFORNIA, 9264 ,,= DESIGN RECOMMENDED p p STREET LIGHT CONDUIT WITH PULLROPE PER EDISON STREET LIGHT �' B 90'04'35" 27.00' 42.45' 27.04' G 15'44'26" 418.00' 114.83' 57.78' PLANS. EDISON TO CONSTRUCT NEW STREET LIGHT FOUNDATION, (714) 730-6410 % �i�4, " , p > > Q i INSTALL NEW POLE (5BOOL H.P.S.V.) AND WIRING. THIS ITEM TO { lb 'y���5 �y J.P N. d C 15 44 26 400.00 109.89 55.29 H 15 44 26 382.00 104.94 52.80 BE PAID FOR AND COORDINATED BY THE DEVELOPER. } �• 1 D 15'44'26" 382.00' 104.94' 52.80' I 89'55'25" 27.00' 42.38' 26.96' 0 PLANT PARKWAY TREES PER CITY SIDS. 601 AND 605 A/B AND TREE - - � DRAWN � SHEET SCHEDULE TABLE i TREE CONSTRUCTION NOTES ON SHEET NO. 1. j ;\ 44`6 15'44'26" 418.00' 114.83' 57.78' J 90'04'35" 27.00' 42.45' 27.04' ® INSTALL STREET NAME SIGN Sir PER CITY STD. NOS. 401A, 4015 6.D.A. 2 of 5 R L T R L T AND 402. - �, CHECKED DRAWING NO ��f 5EE AT LEFT R.C.E. NO ® INSTALL R1 STOP SIG/(30- LOCAL 36- COLLECTOR), 12- SOLID 1 -- r WHITE LIMIT LINE AND "STOP" LEGEND. ` JACK P. NORRIS RCE 15446 �,, t`{�'- l `rPN DATE 'FILE NO CURVE DATA TABLE f 7 7 - - J.N. 29. 03 L= 31.98 36.32L,52.56' c.r, WT5 O.C. 27.3-- Z' I - , a 90 : 14 .21 O.C. a " N i __ 'BEN m m _ E BENCH, ARK iCITY OF RANCH CUCAMONGA .M: #35 i W ♦ jjT a + m 99.62 1�.C. �\ .c; a iMS. + TOP IRE HYDRANT OPPOSITE 5 j.,_ i 5 I S 27 9'0 _ ao + r P.I. EIEV. = 79. 6 0479 t i #6$ v p lR Q+ R- l ? } - lO 9TH 'ST 8 A AVE 0.35 �M LE SOUTH f r fao �b6fi X86 J ai rr'' F.uAnoiv � 1 7 09 1i , w 18 YC P.I. El067$ QD • � I SIC a i , f - , ! i I � O m J i I I -- i • O 00 I - + . , �V _ 1ELEY. 2 00 I : I Ln ca i j ,i i I V• + i� M "�. Q V _..4 _1 PROP WLY T.C. W r ! �, 88 r o I4. j 99.62 Y.C. r _ c � x P.1. ELEY. IS-39 � m h0 : i i i I i ! _ y ,� cn c� - : N .� + . ' 1 ' f p O ti * i c0 tt1 to in Do Em IN _ r o 7. 57% .,- a f- L-Z3.80 ► 1 f - --- - ' _ R ! 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I . � ao • : : : 1y , : 74. v3- _ -- 1 I ; _ P► 71. r i , ?1 - 71.Z4 .� rn , 1 1-- , x j - � . v �+ R TAN=13.209b 7 } , - ♦ �y {4y/ 1 + D u u O O.C.O.C.. : t _ r N tt+ N - c ti r N - , 74 -- --- - - d er CO r - w a r PROFILE N t , , , , i - . r• _ r t : c -0.40% r t - + I Rr r I 7 _ _ -- GHORIZ 1 40 SCALE: r I - : , VERT. i =4 _ , . : t . 4T G.G. 10 CONSTRUCTION NOTES , 5 6 7 ti� 8 9 40 CONSTRUCT 3^ AC OVER 4^ AB, CLASS II, PER TYPICAL SECTION. O5 CONSTRUCT HANDICAP RAMP PER CITY STANDARD 310. O6 CONSTRUCT 8^ PCC CURB AND GUTTER PER CITY STD. 303. 11 O CONSTRUCT 41 WIDE SIDEWALK PEP CITY STD. 305. J a O CONSTRUCT DRIVE APPROACH PER CITY STD. 305. ^W^ AND ^X^ in � � A NOTED ON PLANS. Z p O9 CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY STD. 308.tK,31 CONSTRUCT UNDER SIDEWALK DRAIN ALHA14BRA FOUNDRY A-470 SEE W DETAIL 10 ON SHEET 5. -' 8 d 21 O 4w a D� 2� CONSTRUCT BARRICADE AND TEMPORARY END OF STREET PAVEMENT PER t9 ,� t t d° rn A in O C3 A - q M CITY STDS. 404 AND 405. OC O 0i „ K �,- 2 FURNISH AND INSTALL NEW STREET LIGHT PULLBOXES AND NEW U Y ac � aC �' O to ''� 'Hr - A $ SCALE. 10-4V © STREET LIGHT CONDUIT WITH PULLROPE PER EDISON STREET LIGHT N r PLANS. EDISON TO CONSTRUCT NEW STREET LIGHT FOUNDATION, + „ �a p } •t 00 INSTALL NEW POLE (5800L H.P.S.V. ) AND WIRING. THIS ITEM TO Uj 39 39 67 BE PAID FOR AND COORDINATED BY THE DEVELOPER. M 0O in 34 35 36 37 r 38 '' 3 1, 36.32' 2® PLANT PARKWAY TREES PER CITY STDS. 601 AND 605 A/B AND TREE ,* tv D.C. SCHEDULE TABLE & TREE CONSTRUCTION NOTES ON SHEET NO. I. Q 65.00 65.00 , 65.00 44.79 20.23 ��'} Q 66.03 , 39 V • Zl © ANDT402,STREET NAME SIGN SET PER CITY STD. NOS. 401A, 401E o 0 o 0 0 0 ° o e L' 9 Q e �J I INSTALL Rl STOP SIGN (30^ LOCAL 36" COLLECTOR), 12" SOLID 4 / V Ln ! 0 ?,g3 e� Q . � M� 6 ^`�A�� `, 1� 9 ��936�C 6 0 WHITE LIMIT LINE AND ^STOP^ LEGEND. B 69 10 22 T`fP � A �° �,�r� 6 s D-� C �- - 5 A o K � _ 99.00 IF 263 a 33 24 E� 5 u Z be3 E ' ' CROWN 6 _ Q bti� F/ 10 .� O 30' 30' 3 0 �_ �� c 927 8 .20 FL .45)-' 8&.2G INV. ADD D.A. P �A. 10+39 FZWI 41'�v P� /3 Nt 1 24 ! 17.41 O 10 ,9 �s� I r d mow. ati l m q ��' c o 6. 0.x. s�> STA. 10+ 60.B6 BILLINGS PLACE = ?r M IA2'pb &f MIM We IL PP4Kt 9/I 9 LEDIG DR. CITY Vv ' *to 1 1 STA. 10+96.17 MIGNONETTE STREET ZI SEE SHEET N0. 2 v' A - 2 ss'ss 8s.�s fn �y ?AOL DESCRIPTION OF REVISION APPROVED. M' '� nY' M ce6. REMOVE Ex15T. END OF STREET BRRRICADE DATE b e Q, 11 �� AND TDIF A.C. PVM T AND JMIS NEW i 1 STREET RECTION R6 SHOWN HEREON 2t v CITY OF RANCHO CUCAMONGA e 3bw cd 60 9 �' - / �q3 TRACT N0. 14192 �- B m ,° o SEMlGtvO J` T�'/ t g`ti STREET IMPROVEMENT ' PLANS E TRACE TrE PLACE TOsT.BILLINGST �� e y DRyy� NO. �41g2_ , BILLINGS PLACE ' 145� - FROM MIGNONETTE ST . TO SXY. TR . BDRY . " NORRIS-REPKE.INC. APPROVED BY: � nn DATE' 1` A 90-0f)'00" 27.00 42.41 27.00 G 14 34 37 308.00 78.36 39.39 L Consulting "" E"O""E. SU" end �""''''°" /f �CZG/ �i 24953 • H 51 '55'09" 58.00' 52.56' 28.24' '�� CITY ENGINEER,,, RCE. N0. B 26*38 25 290.00 134.84 68.66 a 2882 WALNUT AVE. SUITE A RECOMMENDED TUSTIN, CALIFORNIA, 92680 DESIGN L/ C 26038'25" 308.00' 143.21 ' 72.92' 1 50'42'00" 27.00' 23.89' 12.65' (714) 730-6410 J.P.N. D 26'38'25" 272.00' 126.47' 64.40' 14'3437" 272.00' 69.20' 34.79' ' ' ' , � " � r r r DRAWN SHEET E 14-3437" 290.00 73.78 37.09 K 8 00 00 272.00 37.98 19.02 � � � K '' �+ G.D.A. 3 of 5 ���; 6EE AT LEFT F 22'34'37" 272.00' 107.18' 54.29' , / .� l CHECKED DRAWING No. R L T R L T - _ � R.C.E. No • ( JACK P. NORRIS RCE 15446 a.IP N• DATE FILE NO 77 CURVE DATA TABLE • J.N. 28-03 / . 4 i / i 7 : _ - . . ...i..... 1 1-,.<.. I ... ..: ........;.. ,_... ... , ... _.. -1111:..... ...... ... . I. . .. _.. .. 111 1.... ,. ,. . 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H M 0 tn -4 0 L. : I . : : ; : __ r� D 111` Z H ` � x z � z y o r _,� 74---;-.1... ; .: _ . __ -� i m ('1 D H CA H ❑ th v It `"' N _,.. _ , a . . .._ p x x cn y - -i . m __a.�.._. .. a.... ... ....w.,.? 1111 . <... .. ...._,,.. ....,.... ._ _.<._ _ m-<7 c� ,-. m AO m rn O O � G1 O Hry-�ylx 11 O C�� (/> _ 3 .tea__.. 'A F+ H Z H$ N '7 ..,_., a n_ .._-. �„� .. .._,y.. 111_.1._ 1111- ,1-.L...,.e -.y.:_;..._...... ._ :. 1;111 c� 3 �.�. J m . �I z Z H • cam) L+1 O L- Z C z N \ H y H .ti , _ �f -: .. tq O e. 1111 t Z '� m �� -- _ ,. z rh I __1111...,._1111. :. ....__..� .., . O b 0 � , :. � - � � ... .., ,. 1111-e ,. ... .. ._-a� -. _.._1111. .-++:.««.i-�.---.}..+..r-1111. ..,......:..-<..--. e,__....n ,., a..<..11;11.....e.. I •. 1 C L" cp '�j cn a M 74 t� W �J < __ . ,.. __!.._ ., .1__111 O • o ' W r• � . ` t - F - It I ` - \ - r ' v � I 83.36' FOR. of iOO' V.C. U z"Li BENCH V P I. E L EY. 61.31 L=42.38L-42.44' ? a � �^' CITY OF RANCHOCUCAMONGA S.M; 5 �, ►� _ :CHIS. "+". TOP IRE HYDRANT OPPOSITE . N 44 41ZXW44 4 w :#6886 HELLMA AVE.; 0.35 MILES SOUTH PI.51.40 Pi 59. PI-�59.14 N co I ao L!3 ,-, " 66 'OF 19TH 'ST.: cc o EXIST. GRADE AT' R/W t m o 00 aa R=293� . a :ELEVATION 78.100 = i r "d, o oc ac g c' a� a L ao 64 i of `° co 1 I" '_ PROP. W'LY- T.C. ac m W r R-25 ' 62 - UJ ; `n Zb cf a' s an 5' TRANS.Lo ; 4 C4 to Ls P v + ul J R TAN 3.56°10 } 010 U- LL 66 RlfW l� 1 d N i ���� 1 511>E1VA LK 64 >ELEY.5NOW1Q o1� I ► SE PLAAI. E 6RA`DINC PLAN i FOR COkC.CD(LAR PIPE �9 1n I CON57RUCTIDN - j 52 "LIP / a �0 62 , e o � r+ } 4 Zn tn �a` 1 �IDPE i �'TRANS_ . s 1 + i ALHAMBRA FOUNDRY 1 { _ i # EXIST. GRADE AT .� / A•4io (SEE BELOW) 48 SEC I 66 V C' 164 I 52 �/ : © O+ 62 CSEMICE SE ) � a >r ��IY4 A' ALHAM9RA 4 l + {{ } t f � DRY R- FOUK f + 48 f , -- # is : EXIST'. E'LY T.C. A6�°� /� t ! -- 1 3.�' rLD N P AN Lo "_ -UNDER `811DEWALK MRA IN DETAIL 52 SCALE- I�HORIZ. 1 --40 VERT. 1"�4' 1 USING RECTANGULAR CA5T IRON PIPE +, i 1` NO SCA LE 4 5 6 7 8 9 CONSTRUCTION NOTES 14 101 Ol CONSTRUCT 3" AC OVER 4 1/2" AB, CLASS II, PER TYPICAL + QCOLD PLANE ElIlST. SECTION. W N ILC, FOR 0.10'MIN 0 CONSTRUCT 0.10' A.C. OVERLAY PER TYPICAL SECTION ON SHEET 1 • OVER LAY 3 COLD PLANE PER DETAIL 3 ON SHEET 5 AND PER TYPICAL % , r, T PI AL SECTION' O 0.110,111%. ON SHEET 1. , Z 1P J Q Z J w G Z O4 CONSTRUCT 3" AC OVER 4" AB, CLASS II, PER TYPICAL SECTION. �i p� 0.10 MIN AC h- Y - OVERLAY 1lt. ' O5 CONSTRUCT HANDICAP RAMP PER CITY STANDARD 310. cc 0C OL -i2 W w W Q - 6 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. 303. I ¢ oc O tx.l Od t o = �'� oe E115T. 6URFACE O7 CONSTRUCT 4f WIDE SIDEWALK PER CITY STD. 305. 0 Lo P_ ter ' 4 14 1Ln SCALE 1�-40' m 'v w a Y a 14 21 N m X O8 CONSTRUCT DRIVE APPROACH PER CITY STD. 305. "W" AND "X" W pe J 'w NOTED ON PLANS. 92 go 1 D. -i W W ° � m TYPICAL COLD PLANE DETAIL - A - � c..� t� pL 9 CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY STD. 308. , 15 ? � uW � - a z LEDIG DR. Ia :r � 3 F�iJ Lail �f 'P Z 3 jsl W Q � EE SHEET NO. 2 1- � °� W A U NO fLALt �0 CONSTRUCT UNDER SIDEWALK DRAIN ALHAMBRA FOUNDRY A-470 SEE 2 - 21 Qt v D Q r DETAIL 10 ON SHEET 5. m W w F- A' -� oc 30' 30• .m �' = A � �. `• dN'tZ W W W F A v W 1 a 18 wA woo � W NW rr K 1© ADJUST MANHOLE FRAME AND COVER TO GRADE. _ - 6� Q � o � H 1--- c0 f� po + w - Z `d --� ( is � �► �• u-� ` Z2 TIP I- N r Z SAWCUT i REMOVE EXISTING A.C. PAVEMENT 00 [�l O F,- >< - ,4. v - J x 9 rC c+1 - -� CO 4 `��j f W W I co 00 REMOVE EXISTING IMPROVEMENT. Z3 N g I o f• 1 x 9-9 © y C� (TYPE SHOWN ON PLAN.) �. 20 cD ' i� PROTECT IN PLACE. XJK . - 1 �- �- 14 l6 COLD MILL 0.10' DEPTH �F El(15TIN6 PAVEMENT SURFACE x �- x_ k- x 09.49• 2 FURNISH AND INSTALL NEW STREET LIGHT L O AND 0 2 x 1i STREET LIGHT CONDUIT WITH PULLROPE PER UEDISONSSTREET ELIdHT - 1 o . p t O ` -- i I o �_ PLANS. EDI ON T CONSTRUCT NEW STREET LIGHT FOUNDATION, T -- 1 INSTALL NEWPOLE (5800LRH.P.S.V. ) AND WIRING. THIS ITEM TO BE PAID FOR AND COORDINATED BY THE DEVELOPER. z _�! $'� EL.�Y AT 10 N 2 PLANT PARKWAY TREES PER CITY STDS. 601 AND 605 14 �A��,Q �+ Y, d �, i LAS A B o h, 7 _ ® A/B AND TREE ' =z _- - _ SCHEDULE TABLE & TREE CONSTRUCTION NOTES ON SHEET NO. 1. Nl 0 25' 10' W - , •f� -21"IN 21 w A`� Z 16 - 0 24 1 2 13 3 �� h� �'r OUTSIDE OUTSIDE TRANSVERSE LAYING �✓ 12 � ' 4 PIPE HUBS AREA - NET LENGTH WEIGHT - INSTALL STREET NAME SIGN SET PER CITY STD. NOS�r 401A, 401B EXIST. C�,G �� -_� ��ti -_- ELEVATION AND 402. ' EX15T. A.C. BEJCM� �h4h. - * 4"x 14" 51/4"X151/4" 47.50 Sq. In. 5'0" 220 - - - - - ��EX15T. A.C. BERM - - - - - - - PLAN A-470 * 4"x 14" 5'/"x151/" 47.50 Sq. In. 2'6" 115 24 INSTALL Ri STOP SIGN (30" LOCAL 36" COLLECTOR), 12" SOLID - - - - - - WHITE LIMIT LINE AND "STOP" LEGEND. PAINT 50' SINGLE 23 EX. 5T. LT 160': N/0 T2.BDirt A f -' 501ID YELLOY�I 9 �- p to �' AHD REPAINT o s A E1t15T. SINC LE�. YEUbW 5TTZIPING Lvc. W ,,, 0 i- ANGUUR CAST IAON PIPE UJ o J E`L15TIRG 4" Ln A Lo J A REMOVE EX1hT. 6TRIPIN'G wITNiAI N a FOR USE UMDER SIDEWALKS CITY ; me m a + w- BROKEN YELLOW t?� a THE 1NTEQSECT1011. 4 OR OTHER NARROW SPACES DESCRIPTION OF REVISION DATE APPROVED ~ "" �' c° A5 REQUIRE D BY �' �' P N O SCALE A L E GRADING PLAN FOR 01151TE P 4- SEE o : � A CONC.COLLAtZ PIPE CONST. .4 o RESU{ZFACIN6 s NCITY OF RANCHO CUCAMONGA TRACT NO. 14192 STREET IMPROVEMENT PLANS 1 AMETHYST ST*- AMETHYST STREET to r FROM STA. 5+02f .TO STA. 8+26f NORRIS-REPKE,INC. APPROVED BY: DATE. LCa,n,lca,o CJ.N C„pinews and Land Surv.yer. /� D E 1 2882 WALNUT AVE. SUITE A ,, [ '�'� G! W Ti AN5 J ^ c D E T Al L A 1"' CITY ENGINEE R.C.E. NO. 24953 • TUSTIN, CALIFORNIA, 92680 NO SCALE '(714)' 730-6410 DESIGN LJ RECOMMENDED •, v ,E Nt�` J.P.N. A 89'5548" 27.00' 42.38' 26.97' DRAWN SHEET B �, -:� G.U.A. 5 OF 5 90 0412 27.00' 42.44' 27.03' r ,�- � �` �;°' C.t,r 46 R L T ` t ` `* \RtN'K. '-3' 93, #� CHECKED � DRAWING N0. SEE AT LEFT R.0 E. NO CURVE DATA TABLE f 77 JACK P. NORRI RCE 13446 :.'.'� ` - �� J•P.N• DATE FILE NO I J.N. 29-03