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HomeMy WebLinkAbout1258-D GENERAL NOTES 1. All work shall be done in accordance with these plans, the City ofST CHURCH STREET Rancho Cucamonga Standards and the Standard Specifications for Public u. � Works Construction - AIN PLA N current edition. Contractor shall be familiar Q with and shall be responsible for adherance to these Standards and Specifications. PROJECT SITE .2. All pipelines.or substructures of any kind, telephone or power poles, N FOOT HILL BLVD. water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where _ VAQIEf improvement work is to be done shall be removed, relocated or protected OR D R In place as required at no cost to the City of Rancho Cucamonga. ao t Co�vr d° /2"'0•C. CTYR) • • DEVON ST. ;3. Any contractor performing work on this project shall familiarize him- !� • a a Fa 3/4~F/Lt�T FR VONINT ST. self with the site and shall be solely responsible for any damage to p� 3/4",�/ELFT l� ` �rYPI existing facilities resulting directly pr indirectly from his opera- S C 4"0.c. fr"A. o>sC) ro /r2T Crr,�> tions, whether or not such facilities are shown on these plans. :O #4 C� ARROW ROUTE sSdDG O•C. STA. /t27 TO /t5/ W *4 (5 6"O.C. tTA. /f 6/ To ef85 ¢ 'foNr&le'O.C. <n'P) c� A 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering t� \ in T 9z m_ Department prior to any encroachment or construction within City of LUJ -J = .3 Rancho Cucamonga easement or right-of-way. P�G'G� :0 ')e > �Pa h (rYP) , S. All grade stakes shall be set by the Contractor or Engineer. Paving �^ stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than SO foot M p*4 dD /8"O. VICINITY MAP intervals. Additional paving stakes may be required by City Engineer # 4 CONE&V/8 O. C1YP) -- - - - - - ND SCALE 0� #4 CdNf /B�0.C. CTYi' ¢ /8"'0 C. ('7-YIP) as needed at warped or vertical curve areas. Q 'e 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. i ik --T40* - 7. Compaction tests of- embankment construction, trench backfill, com= patting original ground and all sub-grades shall be performed at no � cost to the City of Rancho Cucamonga. A written report with these DD _ compaction tests shall be submitted to the City Engineer for approval /'C..C. TiQA NS�T�o/V �T/2 L/CTLI/e E-SrA. Ot 910 TO 2 f8� 6'X 7"R CAB OX DETA IL prior to the placement of base materials and/or surfacing. STA. 0,,-90 To /tZ7 SNA LG 23E MIN. 3750 i'S/. CONC. @ 28 OA YS •. At the completion of paving', a materials report shall be submitted to Ste►. / t ZT To /t3/ SNALG SE M/N. zSoo ,S/• CONC. &? z8 DAYS STA. 2185 TO 3 t22 the City Engineer. Lising all tests or determinations completed to - $rA. / t5/ TO 2f65 .5#A1_L .8E Af/N. 2000 ,../ CONC. @ 28 0A YS verify stability oil content and Gradation of asphalt Paving 9. Pkior to installation of any paving, a materials report shall be __ G~ VA,e/E� G=o~>o =o~ Gr sybmitted to the City Engineer. Listing all tests or determinations Z- 4 CO #t CONT a 1,010C TYP j completed to verify: R-Value, sieve analysis and sand equivalent. of 0-5 'e 4~O.C. .TAI. o t 69 7V O t 90 aggregate base. #j d° lor0.C ST.4. O t3.5 IV 0.-69 • 10. When improvements are to be placed on native soil.which consists of a — OTE Tow E% N, rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall C/rysTO '��o/ / • • �q #gam G"'oc• _ be filled with a fine grade material of a quality better than the native �.e0P0fE0 �UTTE,2 !fig 2`� I 3 _ �.�-- I e- 0.0 0 6 O.C t �1 .�0'4 CONE /C~ material. " rryPJ z O O.C. 7-YR. -T 8 X G CONC. s!/PPO,eTt' &P3 d G e rn' 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant les -O.C. ° O registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiyr applied at the manufacturer's recommended rate for the full pavement , N N 0 #� CONf. N /8 O.C <fY,> 3 � � ap VZ width prior to paving. . 12. tstimate of quantities is provided by the Engineer only for the con- - - - ---r— vanience of the developer, the contractor shall make his own deter- r N urination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed ✓,4,e/ES a =o" T4 /3=o~ G' er¢CO�v�►' 8/d"Gee 77'P .in the estimate of quantities shall be considered as included in the Vt �, 4e/e"o.c. rY� other items of work. X PE.c 1h. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 , PLq'IV _ yo shall. be constructed at each intersection. /e. C* oUTL FT _.<rR LIC TURPE - _5'rA. 00-55 TO 00-90 14. City approval of plans does not relieve the developer from responsibility STA 0 /69 TO 0190 SHALL BE M//V. 3750 PS/. Co/vC. @ 28 DAYS for the correction of error and omission discovered during construction. .51-A O f SS TO 0169 SNA LG BE MIN. 2500 P./. CoNC e 28 DAYS V Upon request the required plan revisions shall be promptly submitted to STA. Of 00 TD 011-6 sf/ALG BE MIN. 2000 PS/. Co VC. co E8 DA YS the City Engineer for approval. - .-c TRAnls17701V 13. Rork site and exterior streets shall be in a neat, clean, hazard free, STA. 3 t22. 00 To �3 -57 .3c:�; orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 116. Contact all Utility Companies as required. 4e hours prior to excavation. d xG" CONG f!/PPdeTs' dp 3`0 G' 3Ti4•'0lr4T0��I. dtSS 17. The final or suface layer of asphalt concrete .roadway pavement shall not be f>A 0�f/ Tb O tS5 placed until all utilities and utility laterals within the roadway have been PROTECT/ON�Q� PE,e C/rl's "�30/ �2�' installed, all on-site improvements completed, and all unacceptable parkway a • • • • a\9 and roadway improvements are removed and replaced at the direction of the t , • City Mngineer. --�y' IAN • - 11^0 LW le-0.el *&t CONT. A8"o.e PAOVIDED FOR YOVR CONVENIENCE ARE THE FOLLOWING: ZZ:_ A. General Telephone (800) 422-4132 for underground service l. southern California Gas Company (714) 529-2889 ��� CONT 4P!8~O C. 2191 Z. Birch Street (714) 529-7070 �'4 &/e"O.ev HT1. O �GIO TO Oto/ P.POTECr/ON 6C4 PE.e C/Ty-s7z) j`Sd/ C � P% � Brea, G 92621 C. Cucamonga County Nater District (714) 987-2591 EXi3T Cvice �''�arTE.e ' \ _NOTE: $641 San Bernardino Road : z/o WE HRVE REVIEWED THE DESt6N5 DF THE CATCH BASINS _ r _ .._. .._ NOL?LITL,ET W/THIN TRE CAL TRANS RIGH T OF MY Ad/D Rancho Cucamonga, G 91730 I T— `V FOUND THEM 7D BE STRUCTURALLY ADEQUATE AND /N DESCRIPTION OF REVISION DATE CITY APPR. D. Metropolitan Hater District (714) 593-7474 i. ——— N SUBSTANT/AL CGWFDRA/ANCE 1V/TH 'CALTRANS " DES/GN P.O. Box 54153 09 REQUIREMENTS. A CNOCUCAMONGA�q CITY OF R N Los 1ingeles, G 90054 (,8, � _ �..� CDN>. 8/8 a C - _ Pacific Telephone Company (714) 999-5639 S I AIA RE • C. jrti. o o&00 �--� STORM DRAIN PLAN R.e.E EXP SDYER E�LG/NEL-R/M� FOOTHILL H B LV D E LLMAN AVE. FEss & DRIVEWAY o / � o q� APPROVED BY DATE Ll 5 , y DELBERT D. G� CITY ENGINEER R.C.E. NO. 12-337 BOYER . W RCE 113542 DESIGN BAYER ENGINEERING CO. Res" D 3194 AIRPORT LOOP DR. SUITE C-1 C n * COSTA MESA, CA. 92626 CIVt1 �`� DRAWN 714) 9EG- 080B SHEET f of CA`, � k�.1..� • �6-l.._ I13542-13542- - o f 2 CHECKED DRAWING NO. DELBERT D. . DYER R.C.E. NO. DATE FILE NO. BENCH MARK NO. 18-8 ELEV. = 1205.224 AT N.E. CORNER HELLMAN AVE. AND FOOTHILL BLVD. 13 FEET EAST OF *- HELLMAN AVE. AND SO FEET MORTH OF q FOOTHILL BLVD. FOUND DRIVE PIN WITH C.S. TAG IN TOP OF CURB AT S.E. CORNER OF FLOOD CONTROL CHANNEL . { i { 1 1 1 1 1 1 1 , f f I J I i _ ..» .. ,r '--,Y—""-r-•---- ..r--- T ._.e 1 4 - ! 1 d 1 -{ 1 { ♦ d t i � 3 f i I /9O•�O i i I 1 � I /tf O+/E',t 4.5�O.l� tffit.l►trl ! i & ti 14 Alf OVee -*�O.eM O.CAY/1r V - -- /� oel Vd'rA/f!r rfx. CM/'� 09 QL v 4 IU 8b7sO.,©0e71F Q h d � tib lif9t3 i - f�910 hWO G V 1600 .D p 4 2 ? Co'Vf!'&WAO e e t/.oEw.n 1.0 ,b.eA 1W t i +v M PE.e sro. NO X07 Tj Ni Ok d 90sO�TLE?' !■1.0-.i d j "Jf2./b'L -=f fr. 7 !d•on t• eAT a Y.r.�wf T/ow t=Z� E _ �; o !77 �'o t ;� c.i►7�c si x.11 s ,� r tN a hsr+l Fieem 1A'x a 76 " TG bit 7 ' .e C. BOX bit 7' TE iCC BOX . 3r.0. 0- 80 r A V:fIrIOA t'eoM 6x7 rd 4 /o'.e.c AoX. , I . , , ' O 2 3 4 _5 6 7 8 0 1 2 OC11.4VE DATA. 30 CU.tIeE OA TA a=8(o*34'-s6" a = 47006 ' 11- �¢= P2. so " R = 9o.ab , = -94. /j" G 73.8.3 ' Q T" 2/• 3�' y 3'?, Oz SCALE : 1"=40' SCALE 1"=40' SCALE : V= 40' 40' f Li Q Q - BX/fl 3.S 4.2A TED ca. -�` }� iv r1 b > is Q 1 47?` c � � FOO HILL BLVD.HELLMAN AVE. � T�� ovrtETN ' G �`9 9 ' L,I�� 8u`�' LDy /so to.v4 cd• �•� �0 �• or•c — — — -� 3 G J �L Zo .�E.e sro so9 40 1 tiO 1 201 LIZo� 0 14 LINE B REMOVE EXif�Ce.WG WA PRIVATE PRIVATE DRAIN RETAINING WALL l�2 O / r]n —a -� z-�-�aa I i /30'LOic/G C.la. s'3 'r �zy �s== �' xE,c fro.OSO4, o=4.a' .h ( 3f(e¢_SOOLL �� .__I / I �'D V ✓: G.30' g �� ORA N PEiC�s�LivPO. Ld qu 8 ►: BU/LD/NG 9 �1 � ►� � �j � � � � �'1 ,PEv/SE,O - oX •40/US F ST.QT/ON/t/G a.L•/7. Vt Sl 0 W BUILDING I I( p0 �PEI�/SEO zllve iTR4O1US �'STAT/OPV/.VG k i. vq DESCRIPTION OF REVISION DATE CITY APPR. /� BUILDING 40, BUILDING CITY OF RANCHO CUCAMONGA PLAN AND PROFILE 5T0 RM DRAIN PLAN O CURVE DATA e&eVE oArA 3 C1/QVe40ArA FOOTHILL BLVD., HELLMAN AVE. ,d 14 d=4'L3 '33"' O D= Ao'oi '34" R= 385. oo ,C=/070• oo ' ,e= 35. 00 ' T= .to 64'- Ts+/.o3; T'= 55,00' 0 , ; - DRIVEWAY � �ssr�� APPROVED BY DATE I, ` CITY ENGINEER R.C.E. NO. 2 397 _ -�- {` DESIGN BOYER ENGINEERING CO. REGDMM DED 12 f D.L.M. 3194 AIRPORT LOOP DR. SUITE C-1 CG-1 V-- neerL ;,. :, ?s• }9 •, COSTA MESA , CA. 92626 DRAWN SHEET j (714) 966 - CSOB CHECKED 1 r3' Z- DRAWING N0. ._. DELBERT .E. N DATE 1- 24 -Rig FILE NO. [[//