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HomeMy WebLinkAbout970 BENCH MARK: BENCH MARK NO. 96-B Q 2 CONSTRUCTIOAl AT THE NWC OF HAVEN �VE. i CEQERAL NO I ES 19TH ST. , 44 FT. W. HAVEN 27' 1 18, - 28, 4 83 FT. N. + 19TH ST. , SET 1. All cork shall be done in accordance with these plans, the City of II DRIVE PIN w/C. S. TAG IN TOP Rancho Cucamonga Standards and the Standard Specifications for Public /8 5 4 8 1a - 113AT THE E. END OF A HEAD WALL Works Construction - current edition. Contractor shall be familiar 4' /' ID' - 2 i3 /$'- O FOR 3-24" CMP--ELEV. 1430. 686 with and shall be responsible for adherence to these Standards and STA. 157+05.23 TO 159+85.23 OVERLAY O A.C. �" AG. ✓ERLA✓ Specifications. Y , 8� C 2. All pipelines or substructures of any kind, telephone or power poles, :3 .F.CTYR) water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where x•10�_ improvement work is to be done shall be removed, relocated or protected v in place as required at no cost to the City of Rancho Cucamonga. L_EX/ST A.C. REMD ACS EX/Sr A.C. 3. Any contractor performing work on this project shall familiarize him- EX/57 A.C. r- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- ,- �8' 4' - PZ' tions, whether or not such facilities are shown on these plans.. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of CA�1577?UC710/V to Rancho Cucamonga easement or right-of-way. STA. 153+85.23 TO 157+05.23 oV"LA EXIST. A,4C, )ffA *G EXl A 5. All grade stakes shall be set by the Contrsctor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points a C.F0-0w) within 0.01 foot of sub-grade elevation and at not more than 50 foot 1 &7/57 A.C. „ 26� I 2-y=<f�• EX/ST AG intervals. Additional paving stakes may be required by City Engineer ` as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, 6, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of- embankment construction, trench backfill, toar= pacting original ground and all sub-grades shall be performed at no (d' Ip' 7' 7+ cost to the City of Rancho Cucamonga. A written report with these + compaction tests shall be submitted to the City Engineer for approval 9' TA. 139+66.42 TO 145+13..59 prior to the placement of base materials and/or surfacing. SOVF_RLAY ' ' r �2 OVERLAY and �vsTRUCrl 8. At the completion of paving, a materials report shall be submitted to STA. 148+99.09 TO 153+85.23 � a the City Engineer. Lising all tests or determinations completed to �1 /.Gr-t•/y 8 ) t%! (2X •� verify stability oil content and Gradation of asphalt Paving �Z'lo- 1 -_ 9. Prior to i.•tstallaticcl of any paving. a materials report shall be - - - - � / submitted to the City Engineer. Listing all tests or determinations o O - �._ EX/5 T. A.C. completed to verify: + sieve analysis and sand equivalent of ~ fX15T A.C. EX/��AC.aggregate base. Q A L IQ 10. Paving shall be performed in accordance with R-Value and Pa +emertt tests X taken to determine structural sections (prior to final plan approval) When to are to be laced on native soil which consists of a 7 i ' II improver p • rocky material, the sub-grade shall be prepared by removing all rocks Z Q 1 /O` g� 41 3 4' 3� which protrude above the sub-grade and all voids or depressions shall w STA. 147♦09.09 TO 148+99.09 be filled with a fine grade material of a quality better than the natives material. 3 AC OWFZLA� CONSTRUCTION NOTES & QUANTITIES 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant W Q e e f n registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly •_ / V applied at the manufacturer's recommended rate for the full pavement ...��•� C.F Q'f' _ / ONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. , 30 3f ---�I width prior to paving. , a -) -�--- • CONST. A.C. OVERLAY. 31,�4 �f-� V 4i "- ` - - " i C� - -�' a--SAWCUT EXIST. A.C. PAVEMENT. 5,376 L•F 3 I3. Estimate of nantities is rovided the Engineer only for the con- - 3 / �' 4 CONST. 8" CURB ONLY PER CITY STD. IOU. 301. 5,b25 c..F 4 q p by 8 y EXIST AC. EXIST A,C• 5 ♦enience of the developer, the contractor shall make his own deter- x �X/5T. /�,C' O--REMOVE EXISTING A. C. PAVEMENT. 24,7?$ 5F. nidation of construction quantities before submitting a bid. Any a REMOVE EXISTING MEDIAN TREES. 73 EA• (o REMOVE EXISTING CATCH BASIN AND PLUG ABANDON fEA, Item of work required by these plans which is not specifically listed ' 7 i in the estimate-of quantities shall be considered as included in the EXIST. C.M.P. other items of work. Cx»N57�UC770100'' X35 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. le' Ac. OVERLAY 15. City approval of plans does not relieve the developer from respor[sibility ,STA. 145+13.59 TO 146+2 8.5 9 ,a.c. ovEacAy for the correction of error and omission discovered during construction. � + Upon request the required plan revisions shall be promptly submitted to G ' the City Engineer for approval. v may) /��%� 16. stork site and exterior streets shall be in a neat, clean, hazard free, � � �=7: - - - -� orderly state, throughout construction. Site shall be cleaned upon request of the inspector. I 1 /✓`7Ae EX/57 A.C. iEx�_-4r. A.c,.,1 17. Contact all Utilitv Conmpantes as resuired, 48 hours prior to excavation. _ M Native sodl fv be xarifted cr ripped befiwee't median curbs prior to fill placemer+. lf5� "�' Provided for your convenience are t e io`1ivwfng: A. San Gabriel Valley Municipal Water District � S'-23' R++►.e�+� �bu�aa,+s Mr. Bob Stallings (213) 969-2718 STA42 for Base Line Road construction ' . 136+46.42 TO 139+66. i OVERLAY B. General Telephone (800) 422-4132 j EXIST AP'. RCFfiOVAL ExtST AG. for underground service ,�/+ REM�� {x C. Southern California Gas Company (714) 529-2889 Q . 5� -yam - 5s G �� �r t) 2191 E. Birch Street (714) 529-7070 - Brea, CA 92621 ' - - J `�- ' Like D. Cucamonga Count Water District EX%STAC. EX/5T.4.G g y (714) 987-2591 �t 9641 San Bernardino Road CoKr5TRUCT/ON /9'r. Rancho Cucamonga, CA 91730 115' !� nDESCRIPTIONof REVISION OATS PPROVE E. Metropolitan Water District (714) 593-7474 /d,P.O. Box 54153 CITY of RANCHO CUCAMONGA Los Angeles, CA 90054 TSTA. 133+96.42 TO 136+46.42 t2� /� �F. Pacific Telephone Company (714) 999-5639G. O✓E L.4YHAVEN AVENUE IMICE -/.73�'CONTRACTOR SHALL VERIFY ALL � ; - _ ----= TRACT NO. 12317 & TRACT NO. 12318 CONDITIONS AND DIMENSIONSAND SHALL REPORT ALL DIS- a MEDIAN IMPROVEMENTSCREPANCIES TO THE ENGINEER EX/ST AC.PRIOR TO THE COMMENCEMENT , a ' FROM CHURCH ST. TO BASELINE RD. OF WORK. AAPPROVED 8Y DATE SPECIAL NOTE FROM PRIVATE E14GINEER TO CONTRACTOR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR .CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CITY ENGWEE RCE.No 23889 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF DESIGN % OLE AND ASSOCIATES, INC. RECOMM NDED JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE S� OF SAN BERNARDINO COUNTY 044 2,10-T MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONSULTING CIVIL ENGINEERING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES To INDEX MAP DRAWN AND LAND PLANNING SHEET 545M.Mountain Ave.,Sults 105 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURESrj8 UPLAND CALIFORNIA 91766 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION No 5CALF- PHO (714 -46-0949 �F PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . KECKED RCE. No %¢S/¢ DRAWING NO. OF THE OWNER OR THE ENGINEER. 0AT B FILE No-l& 970 IWi BENCH MARK . BENCH MARK NO. 96-B 0 AT THE NWC OF HAVEN AVE. 6 I I- ! -- S .1 n t` 19TH ST. , 44 FT. W. HAVEN _ 6 83 FT. N. 19TH ST. , SET l'7 DRIVE PIN w/C.S. TAG IN TOP N 1 AT THE E. END OF A HEAD WALL .. FOR 3-24" CMP--ELEV. 1430.686 1 � h n fl -i 4 VIA g ----r T r N o In► � y. ' a N t� $ o V N _ ^ ^ 0 Q ti " I -a I - - Nk O � - - - hh � h - N N - - n nteI woo -- - - - -- X 0 mak V cut - - - - !.� 000 o \ - � a � -- PiRc tlo . 1 = o _ -- -- _ - - - -- - IVFtZT. I , I31 I32 f33 /:94 196 /36 /:97 /39 /39 / • 4,0 /4l 44 ¢2 XCIPx $� CHURCH S7X"HET . � Z SCOL E: 1"= 40' �Q �5T � --o �-- �1 / � `� _SEX/ST. CONCRETL-A AA ^ CHANNEL A A A /1 Al x07 2'�h!/ its c%VE n� Al00 i' OBw�a� Eat 2 • L/M/T 4c O1f2�RZA Y L/NE ,`j \ . T—.. -- \ isT i�EEs �T -� soa,7w oov�vo 4.4�vE / 2 3 4 5 �o I� A - - _ _- , ... -------... _._..... _ __ -co s7R,95 - - _ > -- - - S \7V" - \+1wJ o°s 42 R=i7s's r . ........ ......-. WCUT L/N 'GG' �4q W �c/Oc Tf1 ,BOUND LA.t/E 2 3 \ O •�� N '� V) VOL VOL, E.0 � CURB L.JN ISN 3 �y EX/5T. R V a cH Roy smF r HAVEN AVENUE � � DESCRIPTIONof REVISION V GATE PPROVE (V (SEE DWG. /1/Q 884 CITY of RANCHO CUCAMONGA HAVEN AVENUE CONSTRUCTION NOTES TRACT M. 12317 & TRACT NO. 12318 T MEDIAN IMPROVEMENTS I'7�03"42 ?n4, Go.90 3o.G8 CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. &30W5 20-4-5-CGG. J333 a-CONST. A.C. OVERLAY. SAWCUT EXIST. A.C. PAVEMENT. FROM CHURCH ST. TO BASELINE RD. - CONST. 8" CURB ONLY PER CITY STD. NO. 301. APPROVED 8Y DATE _ O-- REMOVE EXISTING A. C. PAVEMENT. 3 S REMOVE EXISTING MEDIAN TREES. GTY ENGINEE RCE.No 23889 �---REMOVE EXISTING CATCH BASIN AND PLUG i ABANDON EXIST. C.M. P. DESIGN DOLE AND ASSOCIATES, INC. RECOMMEgDED i5.8 OF SAN BERNARDINO COUNTY nyA s ss CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 645 N.Mountain Ave.,Sults los UPLAND CALIFORNIA 91786 2 1iECK PH 1 946-2949/¢eI 0F� E RCE. NO —� Dg AWING No. 61 OA FILE No- - - L n • - BENCH MARK : - - - BENCH MARK NO. 96-B M AT THE NWC OF HAVEN AVE. AVVQ 19TH ST. , 44 FT. W. HAVEN 6 83 FT. N. 19TH ST. , SET L'1 DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL - -- — - FOR 3-24" CMP--ELEV. 1430.686 MIN �y Iq o O h o0 , b - - - — m 0000000 ^r h cp rn O q , � W N - - ti N p O N 7 IA IX N � F. o N ao • + ' 2 �— W ^ t - - - T, N ' jz� - - Q y _ VI_ - \ /10 . I Nti A - y ; ti NN �1 } z • W `• . 1 1 � f ^ a - - n �: ' „ � � - - - - ♦ G j ter f . NU) ; i 1 } } 1 t } } t- t. 1 f l - - 1 142 143 144 145 w 147 148 149 150 151 152 153 •Z , g SCALE: Zg S + ovsr �/i�v Ex/�r. R/iv If w W 3 EX/.5T//VG C0VC4lE7L CHANNEL ^ v --_� �— w ., w w w n A w w A, AEX/ T/NG A w ^ c"VCRETE ^ ^ CHANNEL ^ _ 14 ZT—E O.P-�� ! 3 /45 �— - / 7 --E�P' i48 �- - —� 1119 SEC770V LINE 150 /V OO OG/OB yW /51 T— —� /52 �-�D.P. "r—K.3. / / 4 Q 5 V 2 + L/M/T OF A•C• Of2FRLAY I 2 3 ¢ 5 _ _ Sarrrx/ ea�n/v • un/E _ _ e N _....--- ._..... _ ......_. _ .1�.._...._.... .. z § .. _ _..._ _ .._....... q. _ .-..._.. 3. .... _.. _.... _..._-......... ��G - Aw -.. _... _..- -................ _. 0/577? AAAI/..... .. __ YVCGIT_L//VE .. - 1 - W /27.3.G/ TG. EXI�L 7�cE ES �7YP) �.. 1l. _ . .. - -• -� 1. _ — — - - - - - �X/5T 7�E'EE5 '`7YF pa Q h1 I 4 Z S ~ 6 TY P. I U V h th� Sf{it�UT L/NE J� 5 O I - !� p �` _ - /1,b}QTN BGY/NO UNE _ L/M/T 4r i1 G. Qt'ERLAY v A cly C7 \} A C(A4f3 UNE �- I CURB L/NE ex/-57 Rlwccs 20 �� 21 J 22 23 24 N � 34 35 3G 37 38 39 Vy 1(,71 CREEKBR/DGE 57REE7 $ (5EE DWG. Imo' 819) HAVEN AVENUE DESCRIPTION of REVISION GATE APPROVE CONSTRUCTION NOTES CITY of RANCHO N HO CUCAMONGA �--CONST. 6" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. HAVEN AVENUE CONST. A.C. OVERLAY. R L T t�. CONSSAWCT. 8"8"ICURBAONLY PPER MCITY STD. N0. 301. �CT NO. 12317 & TRACT NO. 12318 12'40 50 2Q5Gb 45.37 22.78j� REMOVE EXISTING A.C. PAVEMENT. (o REMOVE EXISTING MEDIAN TREES . MEDIAN IMPROVEMENTS FROM CHURCH ST. TO BASELINE RD. APPROVED 8Y ATE •-7-8 GTY ENGINEER RCE.No 23889 DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED S. �. OF SAN BERNARDINO COUNTY VGA 01ST CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING- SN-EE T 549 N.Mountain Ave.,Suite IOs R W.W_ UPLAND CALIFORNIA 91788 _ OF—� 0 (714) 946-2949 NECKED RCE No �'¢B� DRAWING N0. DA f' FILENO 970 I I • BENCH MARK: lot BENCH MARE NO. 96-B cm AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN i 83 FT. N. 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP � � _ AT THE E. END OF A HEAD WALL G _ FOR 3-24" CMP--ELEV. 1430.686 •1. V • h) Owl ° 000 _ - r000 F 09 o NJ 000' 16 Wod-- - 0-00J f ` h -- m o o � G / D •• • p 0 - 8 -VT " " O - /�V - - - - 3 2 , oPR FI -E O t - - V T. t 4 i t } 4 - iI I J I t -Il___ 6 2 56 15 59 �O 6! I 155 ! 7 158 1 ! I53 154 I N I. l 4 ♦ SC4LE:6r P/W ! 40 , I px Q rj �z EX15T. 77?AFFlG 3 51GAIAL5 (TYP) EX/577N6 CONCRETE C.4ANlVELAr 4 -- „ J 5N/CY/T L/NE __ �- ! 9 _ sEC770V N 00°0G 2 3 4 Q 3 2 4 5 3 I�WES _ _ - - EX/ 71eE� T.G 3o3.29T.t. CLW57R - P) .. /2'�.3� '32'G ~ - Z�A7E .::C'-= C,� _2 Es — —--L — ` — -- L L — /. 011 - - - -7T— i.C• 2G -E- — — -- - - _1_9e0-._93'j3- - - — ... .. �5•/7rC. B ... lD(o.�.. .__. . ...... ._ oo 2 � o3. rc.. A /3o4.5oFs. /3 3�E5. 2 3 - i,> R=�.6 3 6 2 3 1297.(.OrF .-7mss. - IrU 5 (o rrrr !14f/T GAF OFEW AY LINE —�— b 6 6 6 6 G C f?B LINE a-M05T pr 77 ° R L T 17055 63.99 32210 B 17`0342 2p4. 60.90' 3o�G8 J HAVEN AVENUE I DESCRIPTION Of REVISION DATE IA PPROVE I - �- CITY of RANCHO CUCAMONGA e 5E u E RO A0 HAVEN AVENUE PER /MP PY.AIV A02 639) TRAGI NO. 12317 & TRACT NM 12318 MEDIAN IMPROVEMENTS IFROM CHURCH ST. TO BASELINE RD. CONSTRUCTION NOTES APPROVED 8Y DATE474 — 45 COW5T. 6" A.C. PAVEMENT OVER COMPACTED 1Q'ATTGE Son.- CITY E NGINE E -RCE.No 23889 �--CONST. A.C. OVERLAY. DESIGN MA LE AND ASSOCIATES, INC. 3 RECOMMENDED sAwcUT WIST. A.C. PAVEMENT. �4 CONST. CURB ONLY PER CITY STD. M. 30I, E5 f5 Of SAN BERNARDINO COUNTY IQs >•l1f �j REMOVE EXISTING A.C. PAVEMENT. CONSULTING CIVIL ENGINEERING a—REMOVE EXISTING MEDIAN TREES. DRAIMN ANDLANDPLANNISH-CET 64°s N.Mountain Aw..Suits 105 RwW UPLAND CALIFORNIA 91788 OF--7 - P O (714 946-2949 HEC KED RCE. No DRAW IN G NO. DAT FILE No. - - 970