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HomeMy WebLinkAbout1135-D C/TY OF GEriEfuL_ NOTES RANCHO CVCAA/OIVGA 1. All WORK SHAM BE DONE IN ACCORDANCE WIT.-I T.-IESF. PLANS. TrE CITY OF �1 ARROW HIGHWAY RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR ,ging PUBL I C WORKS CONE:TRUCT 1 ON - CURRFNT. ED I T. I ON. CONTRACTOR SHALL BE JQ//j/ EX/�jr C!/1:'AMO/✓G.4 CREE�f �� FAM 1 L 1 Aa W 1 TH AND SHALL BE RESPONS I3LE FOR ADHFRANCE TO THESE ARROW BUSINESS PARK 8'C!/ffB FC000 G'/.�.4NNEL kIR STANDARDS AND SPECIFICATIONS. �'G(/TTf�j -"1 ST. 15 v J2. ALL. PI?ELINES OR SIHSTRl1CTUREB OF ANY KIND. TEI.t'PHONE OR POKER sL POLES. WATER METERS. V.AL.VES. FIRE HYDRANTS. ETC. SHOWN OR NOT �t BL D. SHOWN ON THESE. PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN _ (� PROJECT If ADJACENT AREAS WHERE IMPROVEMENT. WORK 1S TO 3E DONE SHALL BE eC � (� z< A.T. A S.F. R.R. REMOVED, RELOCATED OR PROTECTED 1N PLACE AS REOUIRED AT NO COST 11Za Dlh SITE 81 H - S1 TO THE CITY OF RANCHO CUCAMONGA. Q N 112 \ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL. FAM I L 1 AR!ZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSI3LE FOR ANY DA•"!AGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY + W > W FROM HIS OPERATIONS. W�#T}E? OR NOT SUCH FACILITIES ARE SHOWN F- ti < Olt i 4i ON THESE PLANS. W i2•'Cf ,� 6TH 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENG I NEER I NG DEPARTMENT PRIOR TO AN( ENCROACHMENT OR CONST:?UCT I ON W = WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W 3 � z = _ LL 5. ALL GRADE STAKES SHABE SET BY THE CONTRACTOR OR ENGINEER.., o > Y PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVE`!ENT 0 z POINTS WITHIN 0.0! FOOT OF SUB-GRADE ELEVATION. AND AT NOT MORE Q z O THAN 50 FOOT INTERVALS. W > = t ll- 6. , 6. ALL SEWER. WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS. W ��%_ _- 4TH ST. NJ MA I NS. OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAV I'dG. 0 (n �'�j����, CITY ON TAR/d „ 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. /?��g� COMPACTING ORIGINAL GROUND. AND ALL SUS-GRADES SHALL BE PERFORMED } C'B. AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE Com ACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR w APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED Z CO T 7' C.V, 3' TO THE CITY ENC14EFR LISTING ALL TESTS OR DETERMINATIONS COMPLETED - PE CITY OF TO VERI='f STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. > M14CHO G(JCA' ^p 10 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE rA0NGA 9m. SUBMITTED TO THE CITY ENG I!+FER LISTING AL.L TESTS OR DE TERM 1 N.AT I ONS 5OZ AMD ►,.GOAL COMPLETED TO VERT=Y GRADATION AND SAND EOUIVALENT OF AGGREGATE ' pt;l't2E5510N 10. BASE WHENIMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL W`H I CH CONS I STS OF � STR 51$' � I V I C I N IT Y M A P `9 A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ' LL N X l 1 0 SCALE ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR I�ZA�1 F I I� N � I 2Q•'RCI' rV/t'0.21 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A GOAL ITY � II BETTER. THAN THE NAT 1 VE MATERIAL.. 11. ESTIMATE OF OUANT I T I ES IS PROVIDED BY THE ENG I NEER ONLY FOR TME11 o • CONVENIENCE OF THE DEVELOPER. CONTRACTOR SHALL MAKE HIS OWN !-41N DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. V II = ANY ITEM OF WORK REOU I RED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF OUANTITIES SHALL BE CONSIDERED AS - I INCLUDED IN THE OTHER ITEMS OF WORK. - 12. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND v ./O/rVEX/5T A, 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 8"CUf�B v •-, 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY THE CORRECTION OF ERROR OR OMISSION DISCOVERED GpNc7�11'K1jc;-f-1ON m0_1 els -- -� DURING CONSTRUCTION. UPON REQUEST. ANY REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED BY THE ENGINEER OF RECORD TO THE CITY15r k0, T I t'A j &-I Y. L y m ENGINEER FOR APPROVAL. -'1I O CONST (op" SGP (D� 1440) (00 14. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD 4Ah ��, �'�' Ck�� 7f95.61 FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE . , I �X°J y0, � 0 hA 11f V CLEANED UPON REOUEST OF THE 1 NS'ECTOR, 50'DZ'Z8'w 7.42' O2 CDN<'T _%p j2C.P ( D-1250) 70 LF 15. CONTACT ALL UT I L 1 T f COMPANIES. AS RE QU I RED, 48 HOURS PRIOR TO 2.0' 2.0_ p�J EXCAVATION. I © CONST JUNCTION STRUCTURE PER DETAIL A�1 EA. PROVIDED FOR Yet CONVENIENCE ARE THE FOLLOW I NG r 12+ lig-(0p 5.4- b'`� A. GENERAL TELEPHONE (800) 422-4132 APPOW OW.�u+�,+.y.r liP JI!/ti+M�+�r�il I I_ ® ColisT X1.5 TYPE A' PES SN-kCj 10 CUCAMONGA STP, 508 4 DETA I L A�1 ' �A FOR UNDERGROUND SERVICE ,,,.,.,r,.,,,,er-0A O.•. - EIGHTH ST. - S. SOUTHERN CALIFORNIA GAS COMPANY (714) 629-2889 ( c+wr�•� "#Aa•ol/e+ /r++rrwN t(� � _-_ � - - © GONST J,b. rfpE `!�'pm RANCtocucAMONaA 5Tv. 509 4 (DETAIL I�,/l I FA. 2191 E. BIRCH STREET (7141 529-7070 ! aI ?' N-r oto + '�c'^!^•t•^�+ CONST HOLE 7YpE A' -R CHO U ON STD. 510 W BREA, CA 92621 �+�•* A 0 w ► © LlLAM1�izA,FIJDI~;Y.A-1254_TgAFFIG1�4TE 2'WIDE_GONG-KING " C. CUCAMONGA COUNTY WATER DISTRICT (714) 917-2691 p/pyr 27 KGP ItIjT=0•ZZ _ 4 rNIGK. I 5A 9641 SAN BERN.ARDI40 ROAD ( I ' F 1` - O �U►A 16 11X1,57 C.6. Mu GONST NEN C.t�. TYPE� I PER fKNGHO 1 � RANCHO CUCAMONGA, CA 91730 3fo'RcP wIT-D.Z(oc.A_ ONC-aP. STP. 50Z D. PACIFIC TELEPHONE COMPANY (714) 999-5639 _ _ IN D E X MAP ® COH57 I TON RIPW f M DETAIL_ e/3 GITY 5TO 115 10 CY 16. THE FINAL OR SURFACE LAYER, OF ASPHALTIC CONCRETE ROADWAY PAVEMENT - SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS /VT-S EARTHEN CMI.'INEL EJCCAVATLON fffK f AN 4 PETAIL AA13 9000 CY WITHIN THE ROADWAY HAVE BEEN C011PLETEDt ALL DN-SITE IMPROVEMENTS �• D JUNCTION STRUCTURE I DETAIL 10 CONST. 30" Ror' (17-1100) (020 �F INCLUDING ALL GRADING HAVE BEEN COMPLETEDt AND ALL UNACCEPTABLE _ _ PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE ` i►./" I NTS LF SATISFACTION OF CITY ENGINFFR. 01 COI'19T Z'i RGP ( D- 1600) 40 `Loi' © GoN5T- 24" ftGp ( D- 1500) 10 LF 13 CONST• 160 Fzr (D- 1500) 5 LF R 1C7JE AND RE="CE EXISTING AC. MING PER P 00-nNG 8000 9F 4!►5-O49, cONVITION5 AN(:> PER CITY s7o. �� \• ` s 4vb+�E+t hr�+a,+r 6of� ref Eaeh Awe t'N �\ ? 4-o �� 15 REMOyE AND FtVLACE Fxro iP1G OONCRETE GL1TT PER 500 LF ons k►►o.., ivyr• er.Y,nr.•of / � TIP JAR& nor rAew•n p o •-OLOM}"/pp� aq G EXISTING CONDiT10NS AND PER CITY STD• F� ��Avo""���""/ 'sD� wrrs 4q'RCf w TR0.ico' I(o CONST KA%NHOL-E TYPE 'A' NCHO CUC,AMONGA � /.nri/) 4M / Q � I EA. (1Pr:nr not sAo•wf) �o �� w/r=0.2� 4'`H !W !►1SetAArrs I nr.son) 't' �� �� I eAt" rLAAI X10 M0 DETAIL. C/1 PLAN-TOP SLAB C/wri+N C.a. 17 Cok T.f},L.F.-36"CSPDRAi#P/PE4fi►SERPEA DET. C'/3 �, SEcT. 88/3 NOT TO SCALE �O1Pk ~S aw Opo'),ing -�'ne rrar� wa �1.-e-,rp- _ e , ( Q ® REAIL A'REPCAC6 39"ReP (1100 p) W/rN 39"RSP <�000 ID" Bono in /?' s, 4""r ' �p i •i 1ST. fo I +x.03 c co.vc. ENc gse,►tE,vr "T 5 L F rt' s�oVlae, c.✓ l� 2 5 0��, ,IN 11 IT w„ /SECE.�S FOR /arnrr�✓TArdtnrss ?+18•fora 5•c� !f 13.70 INV _ FLAP GA4411-44 '1+1832 1_ 1113.38 INV. \� 1 S iv ,�• Y_ I 4-416, Ernrxf ?=0"APyek� Cog. SECTION D-D(ENO MALL) �a5' AUTOMAT/L' 1 0.4Z 1.'a Q inin I' FLAP GATE � / Feral yr kw// 545-D4-'5&'w 2ta' NOTE QUANTITIE5 SHOWN A tZ FOR 50HPING PUf,P05E15 IN/T=0.19' 2 - - 1 =�-- OK �5 5s18VE�IFYING n 1 109g.13(c �� ONLY CONTom`CTREPONLE �� o ALL CRUANT E-9 MOIL TO N DPI NG AND •sets►z- I I 's / CONSTKUCT I ON. Dry Arc* AnpdAod _ 1CHANNEL � � +� 1 6OT 0TTOM I � ( v C_. O L(N � Vol !096.04 i �s�iB= •���A, INV. • �,t'E.F. �� N ��°� I w No. 20953 or r X ( cc 00 rsw Sec Z See Sectron &-c See Aesn, TgoSilib INV. _ I SECTION E-E 6OF •r r s �•s9�r" qr` rCA���o w srr ro Cnrrfna,err IL \ on Jneef, 33-FrA CUCAMONGA CREEK CMAKNEL PLAN. o'ErCep+ srs, r7e• },hii dir•Ensi PeTAIL / 1VE AND REPLACEA�HG C000� w/� 9",?CP (3000 D)oro coNc.Eni:'gSLcMEIVT F /S�iz"<or,o+Pt NTS ,votes: DESCRIPTION OF REVISION DATE CITY c% /n•rrs ''7dD/P"Ax p/Dw APPIRCWrD ENGINEERS NOTICE / 4//dors sIe/?'u•�v�t oAi+ww-w�:.sr re�hd �� r�o' t. OOen1ngs M CIN11►r�r/.wi/ S,'W"be CAP-Pr rYd 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY i7" uniars oftiw�wist �of�rd s�prt� / ��� O CU^ A � 3 Cu/ roigr'ore-emenf ?'fYor» ope^,rVv in ,t j Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING e%nne/ ereept wnen 1koo* or dv"e is SAFETY OF ALL PERSONS AND PROPERTY. THIS REOUIREMENT SHALL APPLY CONTI- re9ui%ed - -- - THESE PLANS HAVE BEEN REVIEWED, CHECKED, AND APPROVED BY: NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL ®a Tyle "✓J'^/Aw A" *ow*r' few-of#w• T)IM V*1 A� �� 11� �` PARK DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND fdr*PC 4'w * M@rf "POr� 0"NSA &Pvymo �rn1! n�rrt to !Mo d>rr s/.s All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 3•'t'•w// fM;r,Mrir e{RC•R SECTION F-F OC� SITE �� �N �A�WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE RAYMOND TOKIHIRO DATE tl& 10-7 NEGLIGENCE OF THE OWNER OR ENGINEER. DESIGN TEAM: Z ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC CHARLIE LIU RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE 5IDE VFX 61S DETAIL errs A CHARMAINE BANKS THE IMPROVEMENTS HE EON,NER, BAG EESPTO ASSUME LABING THESE ILITY AND TOS OREEDING HOLD HIE ENGINEER HARMLESS (W"4> IkCP To GUCAMONGA CREEK) 1 APPROVED BY: DATE; FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES CITY ENGINEER RC-E NO.:�Z. OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE OWN E R• -� DESIGN 11"x�', '�' �- 6(iE.4:Purr- :li►.•9En+it�5 RE ON E 'DED CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CON- Santa Awn,�,n�+► nf-lFrb' : TRACTOR IS REQUIRED TO TAKE lx1E PRECAUTIONARY MEASURES TO PROTECT THE BENCH MARK NO. 700 - 32 t_tV. 1 096.2 '18 FOUND r SAN BEnNARD:NO CO SuRy[YC?RS L)RtVt; Fiv WITH FRISS T;� MESSENGER INVESTMENT COMPANY � ' (714)MA #asR EnSmu , - UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL r BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES N0. 700 - 32 IN TOP OF `NEST SIDE CONCRETE FLOOD CONTROL ETCH DRAWN v �� �N_ OR STRUCTURES CONCERNED BEFORE STARTING WORK. WEST SIDE HELLMAN, 1 8 FEET WEST OF CENTERLINE OF HELLMAN AVE., 16912 A VON KA R MAN AVE . OF 3 • 26 FEET NORT'i CENTERL'NE 0F BTti S'HtcT, 39FT SOvTH RAIL OF MAIN t4b.rrpn,* - IRVINE CA . 92714 (714) 474 - 130 CHECKED ,.. R.CE. 2095 , DFk I"� No. LINE TRACTS AND 3 FEET BELOW TRACTS. RESET. 1973 , O � EXPE ��-8$ - E Z.•{ N FIL 1 j �5 +, c� --r- - - --- N ; i I 4 .� I , TTT 7o n�° n n n n n y, r n z zz z � \ \ / `. t. 3 p o n 3 1 z � ! ca_ - (�I _ -•. NNvI \ ❑l I) j Il :it ! t9 CSS - �o -e z fill rn Z n .,,. .. -7� f � 1 , 4 I + ?7 J , 1 { rn Q ��' V> "� i [T1 .._✓ �X .-.,f-,_,,...._. 1 }_._._... 1. .t, , ... ..�. ..,:- .L.. -}- -f.:... ,_....1_ .i._,. .. ., j•_ .�. «:.. 1 __ .. a.. } t.. „ _ ., Z. 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R CrY ,4 y O 5 3.y Ll BE PL/ICEO SD AS 1Tl EARTHEN ' ; ; Sr0005 .l SUf3F,4C'E f2O76 fwS' Ofl CDrYCfIETE -----�_—._.�.—___ �``-- �� � � __.,_-�,.,., :, � � ,. • ' i � - ,9f/�LL PfIOTiTUOE T0.9T CE.45T /Z A� �r � r, ��Q� Ts/E/Ff !/ETT/C.9L O/MENS/OrV. �!/� IAP/5 TD BE BL.4CE0 D!/E"fT '� I 4 Q �d'pti J .4 N.ylU•9.9L BEOO/NG !/Y.S/E-N E �'�` A 60"X RCP INLET DETAIL d=ser More / A n 3 NTs o ELEV. / d� �0 � �-• t I I ff ` ' r N i b 39 RCP U LE DETAIL 1 J } ;' �I a 3 SEE CITY STD. 115 NTs lip e. e _1 � � -•`_ '._ �Pip `--_ I 9� ,� / �I� • -%ri5 �`� \ p,P s �, _ to t F U � l,: � ��•1 \ --- � � l' i-1_..__/� ./ •,\\ V , �-.`'�-_•'/� I IQ s`. � .1"'f.t//�'�/l1rSSU/f �..�— 1 / ,•. � 6.45 M,4/9�fER 1145 _ \ i -EARTH CHANNEL SECTION - - - -- - lovrg ,3j \ !b RFBAR ,� 4 it ( t _ 90 Al 10 101 oA�, � , '�jy �\�,�pQ ll \ �✓ �• �� -�-- r �- / % �' �, I ' ;! --~ � 8 \�°P 81:E DETAIL G b' l/2"X 2" STEEL STRAP WITH 3/8" BOLT q o GRATE ASSEMBLY DETAIL ONT � To �' q v I PROTECT- I N - LACEi � y �� I�, o w P % 2 36 csP /r DIA. `' ,Io .� 14 GAGS . e PERFORATIONS @ 18°O C. _ EXISTING SEWER ^o -G'CSP- 14 GAGE \° o,� \ \ SAN ROLES ' [ = 2D -.. _ -- �.� �> ° h < - - _ \a� I f� 4~Tt+lu� 2 �� Cr ' �'� ) l l SET TEE SECTION.I I . 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