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HomeMy WebLinkAbout840 • •- - - .. - -- t ... -az ^r4,..-..-..... _ ::,.�x---s,,,k•..�.....--.w'•'e ....w.±lw..i�!•�:-.lC,� •. • .." ,., ,R --•-. _ _ _ .. -... . - _ � ,,. a-. ,, „,.,i..... -.. ,n- ,...�:..:., Y ♦ .AMY! M► ii'� K:;'�'".'•'•.,A - .._. .. • ,mow ... ..•L4e.•w _... -..�., ` • - . BENCH MARK:. . GENERAL NOTES :1 ' _ - - � � � BENCH MARK NO. " 96-B AT THE NWC OF HAVEN 19TH ST. , 44 FT. W. C HAVEN Z 83 FT- N N. C 19TH ST. , SET �1. All work shall be doge in accordance with these plates, the 6 ty'nf- - - _ i � _ _ DRIVE PIN w/C.S. TAG IN TOP ; Rancho Cucamonga Standards and the Standard Specifications for Public AT THE E. END OF A HEAD WALL! Works Construction - current edition. Contractor shall be familiar Tie.A49 t?z?dr4f/ T.P. AAV 14*_4" FOR 3-24" CMP--ELEV. 1430.6$6' with and shall be responsible for adherance to these Standards and Specifications. ' �i4.SLc Z lA re R4�A,0 2. All pipelines or substructures of any kind, telephone or power poles, Xqw water meters, valves, fire hydrants, etc, shown or not shown on these plans within the right-of-way limits or in adjacent areas where Improvement work is to be done shall be removed, relocated or protected 1., . in place as required at no cost to the City of Rancho Cucamonga. II! !� 13 t4 ♦� 4S i L 3 ,, 3. Any contractor performing work on this project shall familiarize him- tUself with the site and shall be solely responsible for any damage to existin facilities res c indirectl from his opera-g ulting dire tly or y � 424! •4b �tions, whether or not such facilities are shown on these plans.4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 17 to Department prior to any encroachment or construction within City of a uN �� G ie 2,7 3Q. � of���r -�_.€ Rancho Cucamonga easement or right-of-way. ��W tG h Engineer. Pavia - - S• All grade stakes shall be set by the Contractor or g g h 4 Q� t5 3a y�,¢ ;r r2 e Q stakes shall be set at all hinge points, edge of pavement points YO s 3t within 0.01 foot of sub-grade elevation and at not more than 50 foot A _ � est M 33 13 A PAieXw'{ intervals. Additional paving stakes may be required by City Engineer _ as needed at warped oz vertical curve areas. ' tZ t3 - p 6• All sewer, water, electric, gas, phone or other utility laterals. ' 32 ' Y '/.9�?'�� y f sp7,6 r �7 l5 ✓l�� mains, or crossings shall_ be constructed prior to paving. - /G A0, /G �G� VAR/E5 � Cs�� �•- , 1_2 tl � � ^�� ,✓f ` backfill, ►!'aE.L'G,t/10',,y�•P' � Z3 7. Compaction tests of- construction, trench aper- '17 pacting original ground and all sub-grades shall be performed at »o ��' - ' ' 6 `� cos: to the City of Rancho Cucamonga. A written report with these' i� v' _ .47 �5 / \ compaction tests shall be submitted to the City Engineer for approval •4LQ�1�r.. .�� ' �t •�� 4ird>sEy¢� ' �.I M/,x prior to the placement of base materials and/or surfacing. ._..L'�_,, I �_.-.. S. At the completion of paving, a materials report shall be submitted to y �- -� `" '-----� T SIMM AC Pel'A 7'.,.... I�,�,yr,�,.,�+c. - C.TY OF RAN�'NO C�/CQMDN�r,A i N D EX MAP KEY t��P the City Engineer. Lising all tests or determina.-ions completed to ��,;,t 2.t t,,� •- t ,. .,r _ verify stability oil content and Gradation of asphalt Paving IivyTAGL IDr%fRq"BrQS.c .- E"x A"REQW000146A OEM 9. Prior to installation of any paving, a materials rc�ort shall be - Cdf44T. ,$� C11�1S wT/r-e -sem �sEZ/� moo. �oM TYPICAL SECTION �E Mk �,r v .�,��•�,��� submitted to the City Engineer. Listing all tests or determinations p�,e ow& Alo. 639 Isrw. 53-t06 ---•...---••• --.--..---.-..-...,. Y completed to verify: R-Value, Sieve analySiS and sand equivalent of ro STA• 5¢•f7A•8o) ^0e ClUcAkfO/VlA e7r. fJl�defr All. aggregate base. P.4YEME.vT T/eAA/•S/Tie>A/ SPRUCE AVENUE too 3• <TY�°'/CAI. ) _ •t/Td, �. .� ac .vorE-fir -T" NTS �'N eA.vrs Q �'.+..---•-- , 10. When im rove,nctets are to be lacca on native soil which consists of a « « �. Ac�p "'R CONSTRUCTION NOTES & QUANTITIES 'R.123Fi4- TR. 12364 TOTAL rocky materia]., the sub grade shall be prepared by removing t•11 ro.-'ts (EXISTING R VAI•Ui w 70 R/W RIM' I which prc,tTude above the sub-grade and all voids or depressions :,h_'.l +i5� CONST. A"/9.C. O eAc 4"eAsE - _ - . • • • - - • • • - • • • • • 23 866, S. 23, 846 S- b{ filled with a fine grade material of a quality better than tyn_ ratio• �-� " " • • • 20-- CONST. 9"A.C. oto ¢`6q.SE _ . , . . . . . . . . 23, 26g5kF 52, °ISI S.T`• 74:,2'10 s.f= ._ ,aeat�erial. •„-_,_,rES' 4'•b'' - �3 ------ CONST. 8" CURB & GUTTER PER CITY OF P.,ANCFI� �.....-._. v e3/¢ 1-1 114 6B Lf. 4982 Lft• CUCAMONGA STD. �wC. No. 303 . . . . . . . . . _ . . . . . . . .. . . . . . . . .... . 11. If the asphalt concrete is to be plated on sub-grads, a soils sterilsni 4. a CONST. HANDICAP RAMP PF.P. CITY OF RANCHO registered by the E.P.A. for use under A.C. and F.C.C. shall be uniformly �. �. 9 CUCAMONGA STD. DWG. 310 • • • • - • � CA,• 6a fA• 11 eA. applied at the manufacturer's recommended rate for the full pavement --••-• �/� j�,V. Q- CON^T. SIDEWALK PER CITY OF RANCHO • ---- I 0.4s 440re `�L CUVVIONGA STD. DWG. NO. 310, 311 4 100' S'TPrET SrCTIUN••• - width prior to paviteg. .04 ' _ _,.,. �,,__ ...,, 6 - CONST. SIDEWALK PER CITY OF RANCHO I2. Estimate of quantities is providQd by the Bnl±i.rietr only for the eon- r -0- _ V ,I CUCAMONSA STD. DWG. NO. 310, 311445.4ctpeSMET SECTIONS - -• 44 5e S� 73 0 SIT //,d4? 15.10 _ veniPnce of the developer, the to•,tTactor shs'11 make his own deter- Al�. /'0A/_q?' /OfA✓.?Cir A' ri' CONST. CROSS GUTTER PER CITY 01' RANC11,iC CGt�ST. A.G. "T� G•'' &'aA/CNQ CUCAMONGA STD. DWG. NO. 308 (x=3` ) • . . . . . . . . • . . /49c^. �'4� /23Co 6� 27ZCo S� mination of construction ouantities before submitting a bid. Any M&T7.' a"Ct/Ra okE.R 4'e.45E Cele-Am/nsA 67-0. item of work required by tha se plans which is nor specifi-cally listed oor7•,0I� Pep CiT1•`• _ pill's Avo. .1/0114A/O A// N/t/E'.�E AJA/C�D.rES in the estimate of auamt.it.Iev shall be considered as ie,cluded in the QF ,cWCAO eeld-AlvC.1`10-q ,q,� LCGATEO /AI S1oEWigL,< �TYP/CAL) - other items of work. ITW3'T•O. pwQ• /`/D • 4%i . i�'ASECTION - (`l _ 13. Street ,signs p*r City of Rancho Cuearongs Standard Numbers 401 and 402 Kst shall be constructed at each intersection. • DORADO COURT ��'RINC'�MtLI. PLACE MUIRREM) ,DRIVE ,uor� . sr.P�E/ u���r's ,qvo Fier Nyoe,Qv�s WrLL BE PLACED .BEh'ruo S✓G�rYhlC II INSTALL STREET SIGN PER CITY OF RANCITQ CUCA.M7NGA 14. City approval of plans does not relieve the developer from responsfbiiity GREENDRIAR PLACE GLENOAKS DRIVE STD. DWG. NO, 401.• , . , • , , , • . • • • • • • . . for the correction of error and omission discovered during construction. , IQ CONST. BARRICADE PER CITY QF RANCHO CVC••J�lMONGA ® . , F.•A. $ f•AI ®IZ EA. Up- u request the required plan revision6 shall be promptly submitted to 5 �4" DRIVE S'I`D. DWG. N0. I O:e. • •_ • • • • • • • • - • • • • - • • • . . . . . . ... [ CA• [ FA- the Cit Engineer for approval. �� � � � • • • • • • : . . . . . . .'. .. City g PP l� ••--+ INSTALL 2"x4" r�nwOOD HZ;ADLR.� . . . Boa 4.F arod !. hazard free a !4 CONST. 8" CURB ONLY PER CITY OF RANCHO CUC.A 4014CA 'i5. Stork site and exterior streets shall be is a neat, clean, EXISTING "R" VALUE T 70 STD. DWG. No. 301 . orderly state, throughout Construction. Site shall be cleared upon ® 1b INSTALL $TRFET LIGH'Z'S , _ AflO LuM. a [� 1_9? ! 70 1•. � 1_.p request of the inspector. �""'�""' 3 . (w�•nv ExrEuo�o /►�,qsr') ®Q ,6 F>� g �q• ®,� /S �• ® INSTALL STREET LIGH':S , 9 5c wAf, . �i 16. Contact all Utility Comnatles as renuired. At hours prior o 'exeavarlem. Noma . Rrovided for your convenience are ine zolioc.ing: -CONST. CONC, ORIVEWAY APPROACH PER CITY OF RANCHO A. San Gabriel valley Municipal Mai-r District �✓ �• R/fMt �CUCAMONCA STD. DWG. NO. 305 (x.-I ' ., W=161 ) . . . . . . . . . . . . . . . t37G !Sl. 3/9to�J !��`, G33<o fi . rtr. Bob St.311ings (213) 969-271$ FA19'r ,Lt- rTAlerl SION PET! CrrY 08 1PAMC,140 C;11C,1M0V6•4 for Base Line Road construction SO• . . - • 67~,0. owcr�. �/4. 4ot 2 �4.P. 2 AM 1. Ceneral Telephone (803) x.22--x+132 r - .---coast �N�� oJ= arJacaK'r rEMP0ftA 1Y #PAv mt_,A/r POR crrY of PA. �I LA. EA. ' for undergxout,d icetvice '�� t0' 1G' ,�►AMCMO CUCAMOIV�A ,ilD• ON/G. NO 406. `"� ' Fi.ACE S TRirg'r TREES PEf? STD. DWG• AV. 6:0tMPRUCZ AVE•.'.} IG EA. !G F.R,- C, Southern Calif•;snit+ Gas Camnarry (714) 529-2889 V' /O' /o'am /4 A41W'; - 2191 E. Birch Street (714) 529-7070 �'4tor Brea, CA 92f21 ' (7'rP.' /`r) b. Cucamonga G-+un" 'Water District (714) 987-2591 .�[pp/r �T. p. l' 1y' X17' of'!' pig' lflOi'E 9641 San Bernardino Road - "` �,I (1 CA 91?30 +-�/ --�.- - ••• _ -, Q VED 5/DEWAL:� -I' FRon4 cu,4�3 rAC:5 "i TYP/c ///ZD�v`T �.d4a4 Rancho Cucamonga, e .SOCTION O,- SPRUGe ^V0. QN TH/- SHEET r4Ls'O E. Metropolitan Hater District (714) 593-7474 .' wLrc tocr�lrlON oN_S�'R�=� ,4,/ . ON T ��6. AOJ LU.�/�V R4 T�iVG OX/ 57' Uv�jS AOp 57.ec-/ N•4tiiE VAC. Q ze-wrr A•/9fA/ue JA" © 5/6�t/,S, .400 s>R/P/V!i A.cld Az$ Q(/,Q,VT/T/E S Q//B¢ P.o. Box 54153 . C.�/:51 a C � sjtr ac RAA1eA10 Los Angeles, CA .90056 a CllR4 's I 4'6'RSE g /RR Clry o/�Rf7N:/.(P ( �[/CaMAivGA STZ�• , , U F. Pacific Telephone Compal (714) 999-5639 C&CANaelc-•4 STG OWE A10. .3 '0 A/0.3// ��E MA/L�OXE3 3 4 3 W - IVl1. O3 �T YP/C,41_ q .4eE z ot'�T�'O /.V S/A5W-•9GC �Tf'P/CfIL� ;Z1 2' � �� TYPIC�A�, S�.C'I�ON �, DESCRIPTI ON of REVISION! ..+-..�...� ....- ....... l GATE APPROVE S?arGL.ASS DRIVE y ,�„ - . - � ��E o� ��WAr CITY of RANCHO67, T crGsrTS A�t/o Fi,�E N oeA�vTSw/« BE P�'� �r,�o ��w��� : • �-• - - CUCAMONGA . FX=STING R ��AIVE 74 ��' �iXx �� • � � � TRACT NO. 12364 - 1 & TRACT ' NO. 12 3 6 4 - *'ACE o� culla 2' - , , • _ TITLE SHEET SPECIAL NOTE FROM PRIVATE ENCTNEER To CONTRACTOR fV .IMPROVEMENT PLANS NUMBER Of� MA/1_50x,-5 APPROVED 8 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLET- RESPONSIBILITY M ATE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- FRTVATE ENGINEERS S NOTICE TO CONTRACTOR 2 X 22 PROP. MAIL CITY ENGINEER RCE.No 23889 JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- _ _ _ *� UNDERGROUND UTILITIES OR 4 �,X,, , /G« PosTS DESIGN MADOI AND ASSOCIATES, INC. R M ENDED ` Tc=.E EXISTENCE AND LOCATION OF AD1 i MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR 5 A11, VERIFY ALL STRUCTUtZEs SHOWN GN THESE PT:ANS yRE OBTA'CNED BY A SEARCi: OF "X` 22M OF SAN BERNARDINO COUNTY J IN HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONDITIONS AND DIMENSIONS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE 5 X = 3/ D CONSULTING CML ENGINEERING OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND SHALL REPORT ALL DIS- NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE AND LAND PLANNING SNrET OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE•OF WORK ON THIS CREPANCIES TO THE ENGINEER : CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO DRAWN MaN.Mounteln Ave,Sults 106 / PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PRIOR- TO THE COMMENCEMENT PROTECT THE UTILITIES SHOWN AND AN` OTHER LINES OR STRUCTURES .51PEWALK- MAILSnV DETAIL �, $, y uPUND CAUFORNIAttTea 1 f� OF THE OWNER OR THE ENGINEER. _ _ - OF WORK. ; NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION 5 G A t_ E I/ - ,q' P 0N (7 4) 94G•2149 - --- OF OF, AND ANY DAMAGE TO TFESE LINES OR STRUCTURES. Mi�C K>:� RCE �¢ DR AWIN G NO. • 840 f. • .� OA E � FILE No./16•�fi ' r dL4 - - - -- - - -co 134 - - - - O CO cr P � m OD CL z O Z w H I o E-4 en m 1� LD I �c LLJ 41 U d wl �wQ1NH0w � z aio - - -- - - -- - - --- - a xxa Z U z � Z x xoH � -- N - --- - - �s o z N ] _ � . 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ON COMPACTED NATIVE SOIL. ^ , � � �T .3 4F � � 30-- CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA N� II I I 2 ► 8�!"4R p 6 � � !"� SpR/ �F-►�T. STD. DWG. NO. 303 . r ^ fll I r? 184 S ' L40` N 6 4�-- .CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA Q I 1 � gNLE7, s, G SELL p C STD. DWG. NO. 310. �4i ' ' _ ! 4's' OpFRA pO OF 6 i 8 (D-- CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. y, •gr r; -- / 4 S' CCJC� 'T DWG. NO. 310 & 45 ' & 61.5 STREET SECTIONS. / 7 CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA :1r ° 11 I U / 6- ! a STD. DWG. NO. 308 (x=3 ' ) � ! 2 N � � I � I I � • f \ U \ 0 ♦ W /, mn I �\����' '3�'� I 8 �/ o j: 2 11 1NSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA ' �. 3 — U J V ± 4 e 114 IT) 50 22 Nf 23 Q 14 I �`o 'r� �': Q /� ,y # !� STD. DWG. NO. 401. NJ Aj° I ►� -� +'U 3 I 33 1A , � �� � / , 1 14 CONST. 8 CURB ONLY PER CITY OF RANCHO CUCAMONGA 1 IL I` S 15 W I STD. DWG. NO. 301 . 12 J I. 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I' * ' �O • S:uRVE DATA DESCRIPTI ON of REVISION DATE APPROVE O ° R L T CITY of RANCHO CUCAMONGA A 1:21414-2 ' I6 .00' 39.88' 20.02' 5 12.44 42 " 000.00' 44.31 ' 22.25' 1004('4Z " x.00' 48.75' 04.47' TRACT N 12364 = 1 0 8'7•x6'40'' 27.00' 41 .bZ' 25.97' & TRACT NO. 1 O °t0•c�0 00' Q7 W' 42.4.1 ' 27•w' O GI°C�'OI " 2700' 2B.77' 15.92' © too(D600 " lo2.00' 17.80' 8.92' S YGLASS DRIVE SPYGLASS DRIVE o 87'21'47 " rZ.00' 88.4`1' •' APPROVED BY CGTY ENGINEER RCE.No 23889 DESIGN MADOLE AND ASSOCIATES, INC. RECOM ENDED 6. OF SAN BERNARDINO COUNTY Pob s. � CONSULTING CIVIL ENGINEERING �W N 645 N.Mountain Ave,Suite G106 SN E T C•f.B. VPH 1114) D CAIFIRNIA91786 ro OF t(p C KED RCE. No.. If aRAWING N0. w �' DAYF" /2-tB-e3 FILE No.04G840