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HomeMy WebLinkAbout1227 ES TIMATE OF a l ANTI TI ES GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public DESCAIPTION UNIT 40LIANT17Y Works Construction - current edition. Contractor shall be familiar w with and shall be responsible for adherance to these Standards and 33 ' 33 I 3�� AC PAVEMENT ON¢A6G• B�4SE S. F. �$ 38 _ Specifications. S" CURB J* GUTTER PEA STD. R-9343 . L. F // 334 2. All pipelines or substructures of any kind, telephone or power poles, 4' S/DEWALX Pf� J`TO. /V9 •310 & 3//• L- F /,.-83 water meters, valves, fire hydrants, etc. shown or not shown on these 2L 22' 4 SPANDAEL a CROSS GUTTER PER STP. /V2 308 S• F 600 plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected H y 5 SIDEWALK RAMP PEIe STD, 3/O• FA 2 in place as required at no cost to the City of Rancho Cucamonga. ►� [� ll' /! Il ' 12.5 9-5' II /2'/ CURB & GUT•TEIe PEI, 5710 No 303 L.F 330 W 3. Any contractor performing work on this project shall familiarize him- 5:7 PROPOSED 6 7 51PEWALK RCR, STD. No 3/0 X 3H. L•F 330 self with the site and shall be solely responsible for any damage to qN G°5� A•//614 BLOCK WALL- S DRlV6 APPKOAC/-! PES STD. N° 305, �A /8 existing facilities resulting directly or indirectly from his opera- EX/S7'&. 6/H16H t1'5E-6 GRAD/NG PCAN) 9 � UNDER SIDEWALK PFA sro N± 507 F G� tions, whether or not such facilities are shown on these plans. BLG�C WALL--� � PER L. COLD PL ANE 2 to SAWCUT A REMOVE EX/ST'G• CURB 2r 61-177E L.F. /6 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering wiT �01NT 11 STOP SlCN PEfZ STD. �/° g o2. EA. I Department prior to any encroachment or construction within City of I SAWCUT LIN e Rancho Cucamonga easement or right-of-way. I2 STREET NAME 5/6N PSR STD. ND 401• EA - I r �� •� r.ce o 5. All rade stakes shall be set b the Contractor or Engineer. Paving L_J II �� 2 ;'(- ?'J ! STREET LI&HT-5 - J600 LOMEA1. EA• 8 stakes shall be set at all hinge points, edge of pavement points IL-_r, Ex/ST7�-s• Jq•C a �o' �'Qk I¢ SAWCUT & REFMOVE EX/STC. CUR8X&ITTER RE• L•F• 96 within 0.01 foot of sub-grade elevation and at not more than SO foot PAVEMENT ° ° '' •o-o °o S/DEINALK PFR STO N° 3/a O 6000 intervals. Additional paving stakes may be required by City Engineer ��--J _ - I SAWCUT & IeEMOVE EX/ST �. CROSS GUTTER S. F EXIST G• I2" PROP /2*11 CUie� !� /2"A•C. BEKM PER sTR N° 313 CMDD/f/EOE �, f 22 as needed at warped or vertical curve areas. CURB A GUTTER REMOVE EXISTS a 6�7TER PE 6. All sewer, water, electric, gas, phone or other utility laterals, CURB & e6UTTER /0 0 17 SAWCUT REMOVE EXIST G. A.C. & ACG. BASE S•F 3Co70 mains, or crossings shall be constructed prior to paving. REMOVE EXIST 6QD STD• A/_ X03 F A.0• A A66. BASE PROP 3" AC. 18 L A 5• X30 9 Z �� ST12a=�7' T'2e?�ES �cS.. �j� 7. Compaction tests of embankment construction, trench backfill, com- PAVEME/VT ON 4 i9 patting original ground and all sub-grades shall be performed at no A6GfZE6ATE ,BASED JUS"r 4- L.751cv cost to the City of Rancho Cucamonga. A written report with these NEW S/� EL� LI4hIT compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. NEW STREET SIGN a. At the completion of paving, a materials report shall be submitted to TYPICALSECT B-8 'u FRA105A Av'P-' the City Engineer. Luing all tests or determinations completed to T AIEW STOP .5/6N verify stability, oil content and Gradation ' of asphalt Paving ` (FROM STA. 'T+69.74 TO STA . l3 +03,70) T. I. = Co N. T S. 9. Prior to installation of any paving, a materials report shall be W Submitted to the City Engineer. Listing all tests or determinations X4 I 1N/L540W AVE/VUE completed to verify: JZ , Sieve analysis and sand equivalent of aggregate base. 4t Q 10. Paving shall be performed in accordance with R-Value and Pavement tests i i 3 KPROJECT taken to determine structural sections (prior to final plan approval) 30 3O �0 � SITE • �1 QQ 11. When improvements are to be placed on native soil which consists of a Vf rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall O 12 /8' /8 I2' _ W, ! Q LEMON AVENUE P AIC"T UVJ. :} $21 be filled with a fine grade material of a quality better than the native 75' -7 .Co 1 /0°G7' 2 75� 4♦ G°5/ 0� material. H 914NLAMP YENVE � `J� 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 0.2%� Il _ Q.da d registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 2 O� x �� applied at the manufacturer's recommended rate for the full pavement LFV�L. L/lVE °Ri' PfZOP 4' S v N/A 3 �"tAN"LAN�7 1��-� / E L� width prior to paving. ° ° ° ° VICINITY MAP AKNwoeD c� 13. Estimate of quantities is provided b the Engineer onlyfor the con- PROP 4' S1PFW � �I �"fA T ACT O• /3 /a venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any I m KE�SPEET 2item of work required by these plans which is not specifically ly listed PROP 8� CURB � PROP 3'v APAVEMENT �- � in the estimate of quantities shall be considered as included in the GUT7ER 2 eAl 4 " A66- BASED < other items of work. 0 4 # 6 Tor x sere eARS C?RKx/L� cT 0K ,4. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 W� #3 TW6 1_ 12" D.G. (o' Nr6H SOUTH '-3'I 8„ CoNc. BLOCK '� shall be constructed at each intersection. WALL CsEE GRAD/N6 PL4/Y5� PROPERTY LN. _ I :5. City approval of plans does not relieve the developer from responsibility 7Y c ''j' /jR1 1. for the correction of error and omission discovered during construction. �• SEC / • �� � �� - KERN WOOD COV/ �T LOT � - '. .. _ ' • : - •. x Upon request the required plan revisions shall be promptly submitted to I P P Y Al. T S. TI. ` S - +- N - the City Engineer for approval. I - . - . • - . � . - - • .: . ' •. ••. - � ' INDEX MAP .6. Work site and exterior streets shall be in a neat, clean, hazard free, VARIES -410 I SCALE /"= 2W' orderly state, throughout construction. Site shall be cleaned upon i request of the inspector. I 04 BARS tiI 1F5 Ian /�� 12� TVP, • . . • 17, Contact all Utility Companies as required 48 hours Prior to excavation. ® O PE K 1 NC. C3 OPE 1 l t!G �.,,..�•r.J�....�,�. �..�.��....�.�,.�,..�� W ?rovl�iea Cor your convenience are c.e c,;.­v.:;,�: A. San Gabriel Valley Municipal Water District PRoP4sr'D ¢,5 /0.7 5'3 0.7 2 r „ . 01_41CK WALL Mr. Bob Stallings (213) 969-2718 for Base Line Road construction � � #�(e ✓F-RT e M C psi ' Ty^R,S_ 4PGS. /H SIDEN B. General Telephone (800) 422-4132 1 / 0 Q 4 / „ ,� � M « N for underground service LEVEL L!/VE !8 /2 G -- DOWEL Nr WEL C. Southern California Gas Company (714) 529-2889 - _ I TD RIE FT6•/ PIaFZ TD WALL Frw2191 v LJU5T6. s�/i (VARIES) p ��� Brea,ECABi92621treet (714) 529-7070 U1 L -4- __ ___ _ SECT F WALL OVER DRAIN 3 SCALE R�W 1 .# = 2' D. Cucamonga County Water District (714) 987-2591 PROP 4' S1D61VALK EX/STS A C• emsr� S" 9641 San Bernardino Road PER STD. No. 3/OT & ACG. SAS & LIMEK Rancho Cucamonga, CA 91730 W G P/N v VERT. DOWEL BARS E. Metropolitan Water District (714) 593-7474 ;(SEE �- G IMP 90TT SAR5 P.O. BOX 54153 L n 1 W// 3# 5r1RRUP5 /2" 0.� Los Angeles, CA 90054 SECT, "D-D" r E_B8Y AE . F/ C FI LLER Pig ON Sloes Ef' F. Pacific Telephone Company (714) 999-5639 N• T S. OF UNDER S1DE;Av^1_K - DRA/N I OPr,uNC. -00 •gn UNDER 51DEWALK 4u C ORAIIV O = : : �. PRIVATE EN6INEERS NOTICE TO CONTRA TDR • DESCRIPTION OF REVISION DATE CITY P Imo" APPROVED THE EXISTENCE fft LGI�ATIQN OF ANY UNOERG)ZDUND UrIL/77E5 ale SMUCTIRES 9H4W/V ON THESE PLANS ARE OBTA//VE,D BY A SEARCH OF AVAILABL.E REC'ORO.S. CITY OF RANCHO CU�Al Of A V THE 9E57 11F DUR /CN0W1-EP6E 7ERE ARE NO EX/S7/N6 07/LIT/E5 ThoSE ' a 5HOW/v ON 7H/5 PPI-AN. THE GONTRAcTOR /S• RE�?U/RED TO TAKE PRECAUT/QNARY _ SECT T � -� MF45URE5 T4 Pie4TECT THE UT/I../T/E.5 S'M< ANI ANO ANY OTHER L/NES OR SCALE !" = 2' - TRACT A19 13316� STRUCTURES Wr S/VW.,V ON THESE PLANS1 AND /S RESPb/V S/BLE FdR THE PROTECTl,ON OF/ AND ANY P jMA 4 E TO P40SE L✓NE5 OR 5TiQ/1 e-TUBE5. r a TITLE SHEET _AIOTICE : < ' C 1VT,eACTOR 5PALL VERIFY ALL CONO/T/ONS Z OIMASV5/ONS AND SHALL ,IP R,EPoRT ALL pISCREPANC/ES TD THE ENS/NEER PRIOR TO THE COMMENCEMENT 4, m APPROVED BY: DATE* OF yV��c.�, = CITY ENGINEER � '' R.C.E. NO. 1 P Eu ` /aP #A' DESIGN R %E1 ED ¢' e ,-M. WILSON a AssociATEs :``•- 223 NORTH FIRST AVENUE DRAWN• ' UPLAND , CA. 91786 SHEET ,/K (714) 985-2885 ---I-OF 3 CHECKED R.C.E. NO 17788 DRAWING NO vtA �27 G//y TE �/�1.lJ,i6� FILE No 88-03 IQ 4- w I_. nt d1 Ae 1 o t.60 N ;0000 € i 0 �4Y' u1 p 000 L-• L 7 3 O 7 S llig PR oomFi-D S 1✓ WL N G TANG tx M�♦m e�p X-&0TCre[i Mo �16 TEO` Ifl a to 0tlJO � - Ito At Q P.1:.99.10 o.c� V r mac. GRovNfl c9 K. co U u�tzs _ ° c �N o W 12 -' d- 61 O UR j O �a tv G � tD TOP F N O R r'H C B ��p.SZ / d' - 31� ;�v � e fi PI=05.97 a Z. yv K OCA �,z�/ CoN51" C.15.tNL> j W R:0.6Z l ��--- -�� _/ N �O� Y P R STD• 501 ocyv Av E Go U -ra.nt TZ= o.I Z PI o t O l 31 �� N N N+Y ' _ r� O ,d 01 IU -t �° I `,N WAS afl y F di Jou �] t`t 0 N r 0/ Q ��Ar•4 - ' '� 0 as P` f6 o - 0 ° FS. >� >FL� o•s2 % � n � N {70D Z �'9 ©� 61 .� C, •o _ o.z� •l0 2 J �.�¢v.� m i- 1700 _ 1 til v� ,.� y 100 1!G_• _ o� I Nj 7} <•�A6� pl o I.GO r t(1 N N p '/+ t/�, i 4 7 13�.7o t-••t3 PSK A� p of m M A� 0 o , �� N vRA.I N,w ;co` , r-et� N o o cnOZ +- nt t jl of Q 0 .• • F7 KO F)0157O ► T UTH CURB M° a xd.; zo' ►JpRIZ, V R s o• gZ la u I '=4J .iEtzT 00 S ,�. o . 52- e% 1700 = z 9'o a d �• j 1700 ez /`R Mr-ILE SCALE n •4d R tL �•tD 114-61 ver 14- ib 1� I t'i a• X ONSTRUCTION NOTES lO GOKST. -5 A.G. QAVrcMEhIT OVEQ 4A.GG. BASS r1 -�\ TQ•1082 2T2 O2 CO NST, So' cup-% \t417-4-"GUTTER PEiZ CtT WTD OWG N-1 SOS \ ��+04• J O CONST• CONI. SIDEWA<_tCC4WI�L) Pem CITY STD Dw& K� 310 3t1 1 9W ® CONT, SPOMDiGtR>_ 4 G2O55 GuTT�IZ. QL°.2. CITY STD Dw` V4 JCL 30a _n •�� ® CONST. (-lAh1�IGA.P RAMP IDE.iC GITY sTD DWG t.(a 310 �[ -• O CON6T. DRtvE. APPRoAac►-1 Pt=2 CIT e STm N= 3oS, w= Z4' CONST. L1hlDEQ. SIDEWALK VZA.IK pT.R CITY STO N�•°307,W/ADDtTIONAt_ PIAT?. 1 t iS I b--. W = Co' F{ 4-'� V IQ REMOVE EXISTING CURB 4 GUTTER 1[ Ih1STL+.LI_"SToP� S1Gt�l' Prc1Z CIT`( ST17 Ks 402- N I IKSTlaL_I..."STREET' SIGri ��2 CITY STD NS 4018, 401 b t 40Z 1� , INSTA.I-L- 45r I_lG1kTS SSOO L_uM1=Ir-4 + Q ® 3AwcuT >; 1Z�MOV EXIST. CLIRt3 GUTTE2 R�ETLSR_N -Z II��, Q� l5 SAwuJT RSMOvE >=�tsT, G2oSS GUTT>✓>~ STR.CI!.T TR '!�'�.ES PER STD �odl1002 3 9 A.D JUST WATER V,6LvE To GQADE zZ' Il' v 3 s 8 7 6 3 J �° �-r � � �, � ^QJ• N � ADJU4T NORTH � bOVTH CURbi AND 1�•ELEYATIONI3 W X 3 I) 7 N x�' d1 00 - fZN�app G z tv x Q � �' -} - �. 7 I +SCr 53 - 10 II � I.y � �,i F�• t' . aU 10 G'uFtb < D 7. g2 ° G Lm R QT I h zl 21.42 .¢4.85 C�2.00 70.00 S 27.CoB SIVl o k• - � bt �� 41 �' °K I r r U g`G Z I y p l3 t�•8T (A II N 32. O z a�� 2 �" '• �q y. -01 /00;%j . 2'o w I _ 13 30 !eZ 4- A O I tl 142. o` n .F v 3 t0 r, IeAtn.�� ,o - S �Yfm _ }o I 21.7b 4-3.3 G400 70.00 31.04 33.24' d RE�/IS�D TOP o� No2T►l Sovrt i cu2gs V ` .dtiD 'L '�L-T-VlA.TIOh[S. DY A-K.WILSON 4 ASSOCIATES 9122189 1 W o AbU LATEt7 *T CIT'Y + x T a°` At - DESCRIPTION OF REVISION DATE t Ion IW W C- iZ p ,t L T APPROVED W 38 210 00 00 1'�.ZB - _ ,gyp !� 3 ; ® 112 I�>•DO'DO`t 29 32 1475 CITY OF RANCHO li z LUQ' I7 I � h CUCAMONGA 12 13 14 I$ �,�� � �'� © zgo �e 3�'07 ►24.80 (03.73 PLAN AND PROFILE ® 21x8 2e -V`67 133.79 (08.32 >+ c3 eGV oj U Z © 2G8' 27"32 27" 126.82 65,108 10 11 " T��o �j � -►Q 250 29.2J42 ,2B.0 65.49 K ERNWOOD COURT 23Z' 27.38�45" l!l• 5743 13TWN W-OMOSA AVS Ro.SPt3EFz2�r AVE _ d� 27 1303Zt23l 44.08 28.72 ' I I �o ® 27' 93 �4 2r 439¢ 28.s7 � 4- �< �• TRACT 13318 to ` i APPROVED BY: - DATE: g& KERNWOOD COURT CITY ENGINEER RCE. No.sED 9 7 2 �� � DESIGN R OMM�NIS�D exl? B9 J.M. WILSON 81 ASSOCIATES �s it 8 61h1 cuT,� '• DRAW SHEET ,-/ 223 NORTH FIRST AVENUE J14 K/ UPLAND, CA. 91786 2 OF- CHECKED F CHECKED 714) 905 5 DRAWING N0. QR�utstotts MILS BY J.M.WtLsoN ASSOCIdTraz Girt -- R.C.E. NO 17788 D E �- FILE N088-03 1227 t d 1710 to W hs G . � Q 0 _ v � N n to It 1700 . v 1700 W m F S. @ ; o N 1710 E. m / + r 0 r mss. to d to ttoo ITO 1690 . l + � 1700-E. o 4 700 E. TOP OF EAST CURS N /- Z N tWM(J N S!CD 1690 E. +wo . V .Z fix.TOP 12'cue-1s 20. E l"•40' ROTUZ. vWR.T. / ,BERM •G1 �O � � I Z l CONSTRUCTION NOTES: OCONSTRUCT 3" A.C. PAVEMENT, aN 4" A 66. SA SE - CONSTRUCT 12" CURB & GUTTFRl IR STD. n/2 363 O O CONSTRUCT GDiI/G. 57DEWALX PER RANCHO CUG4A40A44A EX15TG• 12" STD6 • DWG. AIA 316 & 311 � ' WIVES. CURB & GUTTER 301 30+ NOTE: /2' 16, 16" �2' ® CONSTRUCT UNDER SIPEWALK ARA/N, W= 6'PER RAA/CHO COLD PLANE EX 15T G. A.c. GUCr4M6A14A SM. DW6.A0.567,. W/ APP L. LF�c/TER qER WS/PE, EX15T�;- C"H14fl PAVEMEAIT MIN. -Jq 'oEPTH BLOCK WALL 6-W hCgGAV•+ BUTT TYPE p t p I /?EMO VE EX/ST'G• GL/A?B x I�UTTFi2• -) I I @ FEATHER p 1 I I B TO JO/ 1 'e I I STREET L 16H7 - -5860 LVAfE I u x a. I d N O _ � � I m- mm viv JA 1 a I Z I ox x� CON5-MLICT 12'" A- C. B�iR/14 rER RAAICHO . : lk zt / el�P 6/GAMONGA _57--P. OW4. N0. 3/3 (MO O/f l/ED . _rTr • -------- ———— ---_ __— 20 i=__— '""mss=__ _— � ZZ 44 y �p — .t b W N M � `pq I'T 54we.i i T REMOVE elf. A.C. A.GGIZEGA-t-� BASS Ex.S.. .+t. s,• N oo�s4' 20" G I0 l7 ,N fn �- 4 !� 11�iSTd-t_L S T-jzE�-T" TQ.EES RErL 2- I-X. EX.t2 c o - v b - m m 9 _ ... :: .• _ � _� � r— --� /�` 2O �-�sUST G s.'rE. vA`•.E -ro �Q��� 1 /°P ivo. GT 8887 � � - �a�, ---- - --- — — - --- �� 'I •� `rl 1 9,01' 1405--1 SE el CT REPLAN WP ►•1 PROG' COC. ELIC WQ.LL I I 2•Ep,SPMEtfT FOP DR6, MpGE � � ` I .O I UNDE�RCRaIUND G9BLE W _i otQ � (SEE&) WI� r441V � I � PuaL�� uTIt.ITY vuxroses Z I I � b y 1 SEE sl4mrT 1*2 Fol Dw.ku�E o to BY /rlE p- I I I I STRur-TuS TAILS { yRoF'l�-C __j0 -id- atZnD I ( I W 0� �a 10 J' I _ p 9 �u (v r o �" :16, to 4 CITY 0p I- 3 I ( N �) DESCRIPTION OF REVISION DATE APPROVED. �' •} �` \ ' rlg ro \ n � m l2 /8 3 CITY OF RANCHO CUCAMONGA PP /07246 E fro BE /1 ►- `I 3 o PP NO- GT 888/!0 . + GROUND CABLE eW CrO 8E RE)OLACEW TRACT N ° 13 316 OTHERS 0lu ►. o=I W/ UNDER6RDUNO CABLE � J V �o� DY o>Hr�RS) PLAN AND PROF/Z E a WIDE MING AT HERM4154 AVE • lu ° exr. c,/6v APPROVED BY: DATE: CITY ENGINEER -- R.C.E. NO. s:397 DESIGN -- RE,� VEND!!D HERMOSA AVENUE _ �.M. WILSON ASSOCIATES 5- N DRAW 223 NORTH FIRST AVENUE SHEET i UPLAND, CA. 91786 Ij B (714) 985-2885 _OF — CHECKED R.C.E. NO 17788 DRAWING N0. 12-2-7 12&4Zf 2b/lg FILE NO S8-03