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Home My WebLink About1299 CONSTRUCTION NOTES N LY S, LY P400MO 93 ,50 & ESTIMATED QUANTITIES ROADBED ROADBED 0- CON"A'. A.C. OVER 4 " AB /67,C3Z SF 172,850 SF O®1= O- CONST. CURB DEPRESSION FOR FUTURE' ACCLSS RAMP PLR CITY ;;'1'D. 3.10- , W/'1'I:MI'. A.C. BERM PER NO'T'E IS d S- E4 GENERAL NOTES STREET rREEs suMMARy — IN THE CITY OF RANCHO CUCAMONGA p0- CON:;'1'. PCC BU-5. 1'URN-OUT PUR. DKTAIL :.-IIT. , '01 / EA A BorAIVICAL GOMMON ' S YM,BoL NAME NAME S/ZE 5PAG/AM quAA/J/ ©® Q - CONST.. �!UEWALK PLR CITY O 1'D. 310 s 31). 3 06 0 Sc � 7,06 2 S.r. 0 4,2905f. ® BASE LINE ROAD MAGNOL./A ,0own © /Q�5 - CONST. '8" CURB WITH 24" GUTTER PER CITY STD. 303 3460 LF 240 LF /oL. .Q 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE �M6 6R�1ND/�GO/Ciq SoMME/Qn 'C' 3' f CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD a PiNus GANA/cy /s[ANo ArP/tox �,t i ,k (G, }- CONST. BARRICADE AND TEMP. END of STREET PAVEMENT PER /� SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CANAR/ENeIS P/N C- 20'e.C, k v CITY ;;TD. 404 & 405 2 EA 2 � L1 CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE a wx WASH/�► rOA//A MEXICAN �� 10`0.6. AEa� FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. /ecadusrA FAN PALM zl. Lig MILLIKEN AVENUE TO ROCHESTER AVENUE Q�O-- coN:'r. ►Ini,JDICAPPI,D RAMP PER CITY STD. 31003/OA 6 EA 7EA.4F�1. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 3!$q POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT �T^w� O-- ADJUST TO GRADE PER SGVMWD STD. 7 ON Slllil;l' z 0 / EA zis SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN CONSrR[CT/ON NOTES POR speeeT TREES• QQ- CONST. 8" cult!.- oNr-,Y PER CITY STD. 301 3,/00 LF 3,7IOtf /41'f ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL / ALL 57-96,c,- rlTe65 A/CC TO 4-6 1-1-ACC-0 /N BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ACC0,'T0A/VCE W/rH CITY sTA"oARDs, Q 10 RL•'MOVI.-: EXISTING A.C. PAVEMENT 12/,600 SF /5,620 SF NO COST TO THE CITY OF RANCHO CUCAMONGA. ?. ALL STREET 7REE9 SHALL ,DE 87'AICE0 AND 1 4AIAlr`D 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ACCORD 1AIG TO C/n' STANOARLtS, TR. 13753 � TR. 13281 /I RELOCATED AND/OR ADJUST TO GRADE PER SGVMWD STD. 8 ON Slll;l;r 2 _ � / ESI ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 0► CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR & CKf/LL MIXTURE 01wA1_1_srmeer rRwes SNALL ,ASnwcv'1' To A NEAT EDGI, 335[F 275 LF 401-,F.E W O RIGHT-OF-WAY. PE/T 7N5 REC0MMENDAT/o A/5 OF�IN A690N00/C � /2 - 501Ls REF'oTT �!/R/V/SHEO TO THE C/rY /NS/°!`� W /3 CONST. 8" A.C. BERM PER CITY S'I'D. 313, EXCLUDING NOTE 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY Z IA E Q NO. 2 (TEMPORARY CONST. ) BERM SHALL BE PAINTED WIIITE ,325 LF 4.90 LF ,¢ LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO . ,S�p�T7/e�s r fez �u�s✓�cT � /!c/�,Ecno�c/ t Vtn„ PAVING. A,41,0,4cc,5-1-,x c/c.E, ,Br 7716 CN/,G w 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH > WEST /4 CONST. PAVEMENT 'TRANSITION PER CITY STD. 406 /40 LF /95 LF BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL Q 11JEA BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Z W /5 coNsr. LOCAL DEPRESSION PER CITY STD. 518 AND DL"1'A3:1, '1'lIL'It1;ON_ 4 E / A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED W •• • TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT Y TR. 13280 5 6 7 C) to BE RL:MovED & RELOCATED BY S.C.E.oCEIN COORDINATION IT111'!IE - OF BASE MATERIALS AND/OR SURFACING. ¢ DL'VL'LOYCit 24 EA / Pf 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORTS SHALL BE _� 3 /0 // /2 /3 O/ /7 ADJu:.0 W.V. 'ro GRADE 3 EA SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR 9 l8 RELOCATE AND/Olt nDJUIST 2" AW RELEASE VALVE TO GRADE - 2 EA J0 DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND BAS E ® LINE ROAD GRADATION OF ASPHALT PAVING. ,z,rcc��r,� � .• - � � ,.,--� •• /9 ADJUST '1'0 GItnUL•' 1'L•'It SGVMWD STD. 4 ONSIII;1:'1'Z 0 /EA 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED MOUNTAIN VIEW 20 RELOCATE AND/OR ADJUST TO GRADE•' PER. SGVMWD S'I'D. 9 ON 5111:1:'1' 2 - 0 /� BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADEDRIVE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE ELLENa WEST ® 2/ ADJUSTG.'I'.E. M.11. TO GRADE SEA I . MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. /O INDICATES SHEET NO. INDEX MAP — 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ?Z - IN�I'n1,L SINGLE' ROW OP SANDBAGS AT TOPAND 1301"COM Ol'.-LOI'L' S,/BO LF RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION SCALE 1" = 400' pQ— INSTALL STREET LIGHT (1,500 LUMEN) _ Ido n EA 1G tMEA DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER COAPSTITUCTION NOTES AND QUANT/TY EST/MATEs CcO/VT) : INSTALL BROO}:S BOX NO. 2424 WITH PARKWAY GRATE 6EA 0 FOR APPROVAL. WILSON AVENUE � 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD © 5 — /N5TALL /5 GALLON M/N. MAGNOL/A5 (5AMUAL 90A^f C) @ 3010•C• 25 IN;'rnl,l,'I"x14*.,I•EEL'1'll]IU DRAIN PIPE PER DETAIL O'11T. NO. 2 6 EA 0 FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE ? j ? TI?iA/v�uLATLo Pelt srgNDARD 601 AND NOTES NElreo/�/ 5/ EA o � V CLEANED UPON REQUEST OF THE INSPECTOR. � O 26 lN�l'nLL�l'RL'C'l' NAME "IGN PER Cl'i', �l'D.5 101 '� 402 4� 4EA z z z g INSTALL /5 CAGLON A41AI e/NU.S CAA1AR/ENS/5 STREET TREES AT / 5A. 2:2 AA Z7 ADJUST SCWCR M.II. TO GRADE 0 / 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING 'a a 'a Arrl-COX. 10' O.C. I°y"C STAA/0A1Z,060/ AND NOTES HEREON- REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND �l HIGHLAND AVENUE ECS 9 AO/ O.C. / 1GA. 28 RELOCATE rum HYDRANT / EA WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE ® 9qa--- INSTALL ?o WAsN/NCTOIwA Ro�STA STREET T/r _ INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL 19TH ST. CDEERREEK w /06A STANDA/CD 60/ AJVL7 /VOTES NEREoA/. ®& IW;TAL.L 0" SOLID WHITE STRII'C VER CITY S'I'D. 407. or90 M LF X90 �MLF BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES w CHANNEL J = PROJECT ® 60 �ietLGTGtp�VlLINFJlR 4IPpWALK-(W' 4'uNG� o�W15� ner�� 6,5010 5r. AND STANDARDS. ISI '<_ o, PL.6-17Y570.006 *. ll¢. ® 3/ INSTALL 4" .-OLID WHITE STRIPE PER CITY STD. 402. 380 , LF 1-110 ,ALF cc 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL V �- AIS ALL 4`_50L40 kl#,M-sTR1F P.Ee �77eA -57r,>-A10, FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE SO. PAGFIC �A(LROAO ®/O1/ / T � ® 32 INS'CALL 4" DnsIICD WI1;•Cl: STRIPE PER CITY STD. 407. 5430�L`Qoro�IF 5400 Lf ! FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR BASELINE -: - ® 2 IN5?AL�G "0�4Sf1E0 WH/TE �IR� , PSR �4,C7RAit/S slD Nb• fI ® 33 - INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITES I O- INs'rnL1. PAINTED 1'Rnl'Ctc nR1204VPEiP C_ALTiPAN.S TM. 5'EC. � t3 �`EA to ,�cEA ARE SHOWN O N THESE PLANS. 10 a--fiV57A GL �:�/K� "PAVEM�iclrMr4Ri/C/N�6 411�l2EGTIGWfbC APr?dk!! / 2. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT. o � 0 34 tNsrALLTYPt; 1: MnItY.I:lt PER CITY s'rD.4o3 4EA 5F-� 1 VICINITY MAP UTILITY CONTACT �O— ST��S�Ay IdER �'�- �•''9 2,222• 70, 13. ALL GRADE STAKES SHALL BE SFT BY THE CONTRACTOR OR ENGINEER. - PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVMENT N.T.S. POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CONTACT THE FOI,I,OWING, AS REQUIRED, 2 WorriwG Zt4Y_y 0- INSTALL TYPE N MARKER & 1110 (ONE WAY) SIGN PER CITY THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE PRIOR TO EXCAVATION: STD. 314 & 403. 1,11A7 /EA REQUIRED BY CITY ENGINED AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. GL•:NL•'RAi• TL•'LEPIiONE COMPANY: (800)422-4132 37 INS'T'ALL It1.G (NO PARKING) .-IGN 1'L'It CAL'1'ItnNS 'i'ItAI'1'IC PRIVATE ENGINEER'S NOTICE.TO CONTRACTOR 280 SOUTH LOCUST FOR UNDERGROUND 64 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, THE FXISTANCE AND LOCATION of ANY UNDERGROUND UTILITY PIPES OR MANUAI, SI:C. 4-'/,8. 22 FA 23 POMONA, CA 91766 SERVICE SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL STRUCTURES SEORD ori THIS PEA,I ARE OBTAINED GZ n senRcli oe ® nVAILAIILE RECORDS. TO TIME BEST Or OUR KNO','/LF,DGF THERE ARE NO SOUTHERN CALIFORNIA EDISON: (714 )529-2070 r„ rann,rn ,•IIS III{ ml ter BE SET AT ALL HINGE POINTS, EDGE OF PAVMENT POINTS WITHIN 0.01 EXISTING UTILITIES EXCEPT AS S11011IN ON THESE PLANS. THE, CONTRACTOR 2191 EAST BIRCH STREET (714 )529-2889 ' FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. U REQUIRED SH To AND Dur, LINES Olt jTRUCHARY URESS ODS To PROTECT THE BREA, CA 92621 _ ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEED fL\iN,JICS SEIO.rr4 AND oT}tER LINES ofc srRucTurtES rioT SF1o;rr; ON THESE ®CUCAMONGA WATER DISTRICT: (714 )987-2591 ' AT WARPED OR VERTICAL AREAS. ALL CONTRACTORS AND SUBCONTRACTORS PERIORN1ING WORK S11OW14 ON 9641 SAN BERNARDINO ROAD T T 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT RANCHO CUCAMONGA, CA 91730 I STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. ALL E1.IPLOYCFS ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS ""urrci,ED. ALI. CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY SOUTHERN CALTFORNTA GAS COMPANY: (714 )529-2889 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED WITH rHC "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS• OF THE U.S. 2191 EAST BIRCH STREET (714 )529-7070 QI NEW P.P. TO BE INSTALLED BY S.C.E. 23 E.4 0 RATE FOR THE FULL PAYMENT WIDTH PRIOR TO PAVING. DEPAIt'rMENT or IrIDUSTRIAL 1LCLnTiONS' •c01aTltucrlorl SAFETY ORDERS'. BREA, CA 91621 i 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FORrllr, CIVIL Er1G1Ncr,rt SHALL NOT BE RcroNSIBLE IN ANY WAY FOR THE PACIFIC TELEPHONE: (714 )999-5639 42 CONST. MOUNTABLE CURB & GUTTER PER DETAIL ON 1,6201-F 9 i THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE CONTRACTORS' AND SUBCONTRACTORS COMPLIANCE; WITH THE Sill'. 2 HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE •OCCUPATIOr1AL SAI'ETY AND HEALTH REGULATIONS* 01' THE U.S. METROPOLITIAN WATER DISTRICT: (714 )593-7474 DEI'Art1','I1Ur11' Or INDUS'rit1AL RELATIONS' •Coh15'r1tOC'I'ION SAFETY ORDERS*. P.O. BOX 54153 43 CONsT.-P.P. ACCESS PER DETAIL ON S111'. NO. 2 36 SUBMITTING A BID. ANY ITEM OF WORK REQURIED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF CONTRnc'roR rURTIIER AGREES THAT Ill.SHALL A,SUNIE SOLE. AND COMPLETE LOS ANGELES, CA 90054 44 SAWCUT & REMOVE EXIST. CURB & CUTTER 35 LFas '✓OL.f QUANTITIES RESPONSIBLITY I.OR JOB SITE COr1DII-ION, DURING THE COURSE OF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CONSTRUC'T'ION or THIS PROJECT, INCLUDING SAFETY of ALL PERSONS AND SAN GAP,RIi;I, VALLEY MUNICIPAL PROPERTY; THAT THIS REQUIREMENT SIIALL APPLY CONTINUOUSLY AND WATER DEPARTMBNT: (818)969-2718 45 hV5'TAL[. ,C/'9(-IVOLEFT4W4177/R/V) I-15,e 44L7X-,4A19 T.M. SEG' 6 /44' I E� N10T BE. LIMITED To tiOR1.1A1, WORKING HOURS; AND THAT THE CONTRACTOR P.O. BOX 1299 17. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL SHALL DEE' :ND, INDr.NINH'Y AND HOLO•'TIIE OWNER AND THE ENGINEER _ 1 HARMLESS r'ROM ANY AND ALE, LIABILITY, REAL Olt ALLEGED, IN CONNECTION AZUc.A, CA 91702 ¢� INSTALL R18 (RIGHT LANE MUST TURN RIGHT) SIGN PER CALTRANS � BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR WIT II THIS PROJECT, EXCEP'rHJG FOR LIABILITY ARISiiiG rRoM illi: SOLE: TM SEC 4 .3 EA I DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, 'R' VALUE, NEGLIGENCE Or TIlL OWNER OR ENGINEER. AND SAND EQUIVALENT OF AGGREGATE BASE. 4015TIA44, 18. CONTACT ALL U T I L I T E S AS REQUIRED, 7,ft? ►veWIAe,- DAY! /'.P/O,f rg .404rlO/V ESTIMATE OF EARTHWORK QUANTITIES CUT FILL PROVIDED FOR YOUR CONVENIENCE ARE THE; r'OLLO�VING: (r;_,3r:F0r1 FLOFE LEGEND — r (SEE UTILITY LISTING HEREON) ® 0 RAW Z4, co?O //, ,5,91 _ -__- S19. PAVING SHALL BE PERFORMED IN ACCORDINACE WITH R-VALVE ANDCLEAR & GRUB (0. FT) C-�S�F- 32 SF$�pp� 12f t 0 ®PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR 0 STREET NAME SIGN,X183 $i /iKsTi4LL ONE Wily yEL L OW M.4R C'ER.S G"Off MEO/AN C!/.Q� AT�c✓b"/NTEie�/i4L5- EA 22 38 Esq TO FINAL PLAN APPROVAL). , SUBSIDENCE (0.25 FT.) < 3525 > + 1(oSg �- 4EA 20. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY '` Exp '�'�J PUBLIC STREET LIGHT 52 /AdF;r,4LL 7A' V )1)27-LO/l/ �1.4.P.CE. S .SEAC,dlQNPAI�EMENT OFMEO/ANNG,�'� �3EA• PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY ,� * ADJUSTED QUANTITIES 21, OSS 13,24.0 '!, L.1V1` i 33 L'O.(/'ST. O'P/liEs1PP�0AC.y PER C/TY 5r LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE �>* _. - + i1D 41562 OwG. wo. 3oG (w=35) j EA CITY OF RANCHO CUCAMONGA c�CAU4 -fi FIRE HYDRANT SHRINKAGE o r, �(22.213)(�2D/ [44 42] 3 (2g01)(�5 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ° / 54 L'O.(/5T 4V/5OAYl,P/lf/TT!/,P,t/ LANE ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE --W -- WATER MAIN OVEREXCAVATION SHRINKAGE ( %) ( 10 ) PEe pETA/L oA/ 5//T3. 3 9(OSF N'LY SLY REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. GATE VALVE ��fESS10� ®a'IN5TALL STREET LIGHT 0G,000 L) 2 EA 5 STREET IMPROVEMENT PLANS FOR 21. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF R1 OQ ��• ® 5� INSTALL STREET LIGHT (22,000 L) 1 6A 1 !NE CALIFORNIA DEPARTMENT OF TRANSPORTATION, "TRAFFIC MANUAL". -- ��' .4\iTt�F NET QUANTITIES I�,533 !3"L-40 ®�S - --a- SEWER MAIN AND MANHOLE ��+, �, q� DELETED SHEET 14 AND CONST.NOTES35,ae, y�ADDED LANE 22. ALL POWERLINES LESS THAN OR EQUAL TO 12 KV TO BE PUT y Z IMPORT &AND STRIPING ON SO.SIDE OF BASgLINE RD. REMOVED z8� UNDERGROUND BY APPROPRIATE UTILITY COMPANY IN COORDINATION ,,r , , --5D-- STORM DRAIN ® No. l 8 r*+ ;; TMP PIN4. F D OTE. REVISED QUANTITIES. FROM MILLIKEN AVE. TO ROCHESTER AVE. WITH THE DEVELOPER. �-? I3�/0 1fr _ SLOPE (% PER PLAN) 3 EXPORT 3, 293 QDOED STREE-7UC•trs,REVISEDWMENRATINGS TITLE SHEET �( ( L Q aREL0C.L�.TED 5TREI=T UG 4T5,REMONE0 5T. 14,15. -f 23. CONTACT CUCAMONGA WATER DISTRICT 24 HOURS PRIOR TO iirr f PAD OVEREXCAVATION ( FT.) P.M. 9350 ri�, �v A O Rio/„'';uPV A(/E,A ,; /�v Ov; AVO oRr/X COMMENCEMENT OF ANY WORK. s , ,p► Q� �/ �`t" / &vre vno v STA 57+79 oo„fEGOrArE STP.LKiHTS , GoNsr,B�ts eA)-, u7t10f41.�C/•vER��fSd.(d q/L -��' t � Q� CI�LEXISTING FILL OVEREXCAVATION CNa1A,Fs 7� stiFF�5 / a 9 � A ,�.9A r5t7B.�,ftA AV V /eF�Y.6 o ..�SoC/si7�6lz+Q ,�vr ;,, f; _� pE.SC�/I�T40AI OF .2E1//S/ON p�7r�- ciT 1 ' f ,eEPt,�c,ECC/,eB,i9avF�c,IFavj sioel(/4ZA!R,ELG�Q-56 5-o-o J�� 7R•ll�2�03 f'b•e�. APPROVED EE , DATE: ,t�u,E /,�,u -51r45/cell �/'�CJ!/E CITY ENGINEER ,�r�:'-% �- _— '-� R.C.E. LA0. 22397 DESCRIPTION OF REV/S/0/( /C'O V ) DATE "rV Aceto spTeer T/eees -4, orHeA 1,A+ Kw^y/MPRoVeMFivr oAt sourN Tf�E �©L L v1�1//�t/r>. /eEl�/S/Oil/.$ A/PE .BE//t/��' MA OE B y= /F�PROVE 7 9106 or SASE LIV6 A04D FROM 6LL5VA w5sr ro MT. Vi45w oR1ve; BENCH MARK B.M. 1638 DESIGN R OMM OED NORSE CONSUL77NC CROUP �r r /�ht.,K . . ., . ,a ,,.,r ADOEO s'TREET L1CHT5 •^'� vT/6ITY BatEs "As BU2T"L CAT10(7/5 ELEV. 1297.297 O ° ` ql ADDED STREET S/6NS 2-16-30 (rR.14407) 0Y MAOOLe q'AS�c• (fiPfL 64 f{ INAOOLEA�t/O A550C/�1TE5 OF SAS/�TE�C'�t/�4R0/NO COU�t/TY v G 4860 IRVINE BOULEVARD,SUITE'201 ��P�� E Mo��,, 545 A10A?TN MOdNTA/it/ AVEwLrE sU/TE /05 UF.eANo 4A V/lea I AeWILLIAM - 24 EAST OF � ETI WANDA IRVINE,CALIFORNIA 92720-1999 � s ADDED sI�YN9t� ort THP-- SOUTH �^ � I� u>�I� � ' LYON AVENUE AND 40' NORTH DRAWN (7141730-7117 W ” TSHEET REMOVED #-75,W/I LTR63 SIGNS 2-/6-.90 QS `�R. P//O.i/E (7/4) 746 -?V4VNo.20596 ADM MOUNTAIN VILLA( M- ID �2OCHE AVS A5 �avVN c;lf,! OF (t BASEILINE SET BRASS M.S. Ev93029 '� r,PEa LAN ro Azj!OMMovATE 7AFFto S'6,�r 7 6Y I''�'�� s��r q-r1=� ,2-0�-9$ � QApo R/Gf/T TU_iV LA.(/E, AOJd5P AIF,ST!/.Q.Vo!/T, Avo LYON4 8540 ARCHIISALD sutTf a •-" ' of /3 �Y p (� ��•� STR�r�F� �>T i-� O'rWy E'VTQQNG'E E'' STA. 57179.Gf�.PELOCATE ST.P L/G,�lTS. G-Z/-939 wW//�,ry BENCH DISC. IN TOP OF si crvlL5� ��` �M0�1r�tT-I11N �)ErV DR• �' _-11ANGE5 7 7 SlleET5 / 3 /g RANCHO CUCAMONGA. CALWORN1A 91790 CHECKED ff)FCAU�� DRAWING NO 5((5NAL 60NOT, PER rR. 15072 /,� �t/�r✓Eo sic�ewa�k f�q�N�/GAP fL1Mf' �c�STi�LxT/ONNOTEBs,,�cwev NE END OF A 4X2 CONE. c) © sir��w•a c/� �aMCiv75 Ac ori., tSEu�ve Ro. �.Qoc� sr�I. 59 135. �s 7� / 9/MG��MAC BOX CULVERT. 12-3 - QIVAKI✓E 67f75¢,�LOG4rer2 7 y, I DATE FILE NO OF___. _— • ,JOB NO. 240-9800 i —SEE STD. DWG, N0.4 FOR -TRANSMISSION MAIN EXISTINGSU GROUND SEE COVEN DETAIL— NOTE' TRANSN;SSION MAIN 'I2"MEMOLDED EXP, ✓T. 2' A %1'PREMIVLDED EXP. Jr COVER DETAIL VARIES FROM 30 TO S4" 6.1 l FRAME ! COVER 36"L0. POURED IN SURFACE�� I FOR ETS BOX RELOCATION,SEE f2PLACE M.M. RING I 6• MAX.-- DETAIL ON SHEET'S' '- 4->✓S°i," CLEAR OPENING ATURAL GRADE a. f S A CnOR BCLTS ` MAN OLE SA*AY FRO" �HFJ 36 ONLY ILII ¢ j ` 36" DIA. 0 ' 6" 2 ANCHOR BGLTS d 5 ' I , ; SLOPE GROUND SURFACE 6'1 I • 7 y ,• I A :.o.. , re:'.•- 0 .°' fi + 3fi' DIA, �• I I I + :._'.:-�...'.:•. •'E P. 1':. p t I ♦ Y. S6"I O POURED IN PLACE M N RING III II�iI I I I I I 1�I B" /O _ 6'•0 a 6.0" S0. PRECAST ,!DINT TO�E SEALED A ` +' F' + �a[ IF TOP K POURED IN PLACE LAY ISLE. t I I' CONC. MANHOLE ••I• WITH QUIK -SEALED 1 - FELT ON JOINT TO PREVENT BONDING p ` . A _ SEALING COMPOUND I C INC SLAB S•• 00 NOT FORM BOND AT I 4v GALVANIZED / w'• 6'. .�I •,a I JOINT �, + STEEL STEPS 5"FROq) WALL Q',i I I ROOKS PRODUCTS INC. IA IS SPAUNG ''� PRECAST CENTER s TOP f j :♦ I I JOINT TO BE SEALED WITH > \ 3 2 •-i SECTION MODEL NO.V-660 .GROUT & OR APP°. E0. 'RING •. -SEALED SEALING I 'I A. - I (__— •�:: 12 6 MINI_ .'•^ A I I A (TYP) 41 CIA PRECAST A / �2• A A SET VAULT BASE IN �"1`• p! _ GRTIT UALDL JOINTS TO HAVE ( I G - I CONC. MANHOLE I A WET CONC, I Q�,-� - IY3 GROUT RING ALL I _o.I 1 SLOPE TO •�• -L_ �'• + _ Z' 1 AROUND I I :A• I GRAIN ` •'�•• D.• - +�' I ZI :• "L .•• .. COAT WITH 3M SCOTCH I �.�, I ��. ;i 3'PVC PIP FILLED w%PE4 I I L- +• !0 'S GRAVEL TO 12BELOW TOP )" PVC I '•D } :D, CLAD EC 244 I -4 SLOPE 70 2 LIFTING hANOLES LCAT WITH 3M SCOTCH LAD EC 244 OR/uN RPE _ 2'-0" MIN.• I DRAIN t H�-I -� 'p:• - TYP. BOTH Si I 4' •- T BAjE / `- RING IN 2 '2 - I , •.0: PE A LL'E T > SL 3" �� x I + I J Y s . �� CCN.. :•off 3 PVC DRAIN PvC SZ 7/ SZ - . � PIPE � �� - � h +� a VMWD t2" cqusHEo RocK OR PEA GRAVEL - fj^ l - : TRANSMISSION MAIN DIA.VARIES FROM 3d'TO 54" A� _- p' O+,- �Q• Z 12- SECTION IIA-AIL _ - z-D"MIN NOTE• PLA SGTH SIDES s- SCALE I/2`• I'-0. / EX/�. ✓ T L ALL PRECAST VAULT CENTER � �L,-, i / SECTIONS D TOP SECTIONS TO SAN GABRIEL vA�LEY MGNICIPAL WATER DISTRICT .A. SAN GABRIEL GALLEY WIN.C,P:L RATER DISTRICT FRAME 9 OVER DETAIL +. BE DESIGNED FOR TRAFFIC LOADING. SPECIAL A_HANBFA FO j, wr 'I FRrIf.E 6 8 i°L^C Cb/VC• D 2• FOR ET.S.BOX RELOCATION SEE RAISED ACCESS MANHOLE �FncH"Fk%vE"'w �:`'3Eo e°ucs"FDR RAISED ACCESS MANHOLE DETAIL ON SHEET S OF PLANS. ._¢ ...._.6 (TYPE ) S/8.018 »':CnciR BOLTS TO BE P01JREJ (TYPE) �— INTO CONC M H RING Ml.RKED(SGvM'A'D). i 6" MyN .�� M/N. h T SGUA E CGNCHE E BASE - L s70 owc No. STD.DwC.Nu. THOMAS A T 0 M.ST T T AN M: `N IN S E SDN THOMAS M.STETSON R 5 SS10 MA 8 CIVIL AND CONSULTING ENGINEERS II 11 CIVIL AND CONSULTING ENGINEERS . . 7 1 2" 4 O , { GANvEr AVEWEST CANNA C+''-IF T A GALE 12'=I,-O" s o [. $ / SU{E.GA,IevEY AvE.wCST COvwA CAUL 1 SEC ION A , L n 1 A 77 anal DATE • 77 a a DTE B R R -_iz•_ C GS EJ ROCK OR .^EA GRAVEL N 6XGX .0GA. N. M. I N'LY S'LY SECTION A-A FOR 2.706" AV AND A. RELEASE VALVES PRECAST CONC. Two SECTION COVER SEPERATE lclW R/H' UTILITY VAULT (2•.Y INSIDE)BROOKS PRODUCTS INC, AT IL OF DISCHARGE PIPING (TYPE X ONLY) GALV. RETURN BEND W K)0-17 SERIES WITH !TEE R F � L RECESS OR � COVER(GALVI w/4 ROWS OF I"HOLES AT OC (16 REQ•O FOR TYPE E I ONLY, THRUST BLOCK � � aa. ..:� GALV. 3TL.PIPE� 67: 1 66PCC BUS TURN OUT _ I -_� SCN. 40 7' GO � B' Q' I 37' 17' S - TYPE II I -- - --_-- - - 3 - 1 H A - F NIS ED GR D - I CONC. .A -� A 2 MAX. THRUST STL ELL _�" '{ i BLOCK MORTAR 4' 4 I 4:� "1 TO BE PLACED I', LINED TYPAGAINST /-Ef/SL B"CURB ONLY UNDISTURBED II I GALV. STL 2"TO LJ I r OR COMPACTED ,; 1-0 MIN. TYPE Z . SOIL SLQ,PE PIPE UP AT - VALVE OWER _ __ _ MI I i09XMAX, l /, /� CURB S/DE OF I/4 PER. FOOT - - _ I) [ I� LST— I IJ t NEW ROWER ROLE—� I I SCH.40 STEEL PIPE. I'-'f ROUGH - - - ---- '� S CEMENT MORTAR LINED +• ,• a� CUTL/NE I AND COATED BETWEEN ►. I s 1 1 VALVE AND STRUCTURE -!Ia;Q { if MAX' AIR•VACWMOR ( 14 MIN_) AND RELEASE III II �; •• /OF f I d I II D TYPICAL( '^ ROCKGUARD AND REMOVE DRAW I ' I �;I I BASELINE ROA CAL SECTION I z �I ALIGNMENT RATE POSE BtBT LL I VI N.T.S. - `''o $I MORTAR LINED ai @ STA. 53+79.59 TRANSITIONS TO SECTION BELOW I ' B"C.L PIPE VALVE 90 STL NIPPLE .e:;:•: MINI ' WIELD NECK FLG. - _ T.I. = 9 I VICTAULIC CPLD STL.PIPE - J ; -- -I' n BLOCKA: STYLE 77 - - IL STL-ELBOW— t ' ♦ �.: 4a ? FLGO.PLUG VALVE W/B" I� o GRAVEL , p S'LY i o BASE KLY Cl SOIL PIPE VALVE BOX FLG.PLUG VALVE W/2" " R/w ,� R/w NO CAST COVER(1'MIN.) OPERATING NUT.COAT I,Q o o BL`OC�K u Q o� ev a ap,k o /p0' . 0 WITH EC 244 co! INSULATING CEMENT MORTAR LINED SECTION 'A-A* ANCHOR BE�i0 WITH /• 7. gyp' /3• 5 I( FLG. SET AND COATED PER SPECS. SCALE 3f4••I'-0" U-SKAPE 14 REBAR p /3' •� •- - COMP fLG.DRILL N GABRIEL VALLEY MUNICIPAL WATER DISTRICT _1- DISCH.RPE I,. 4.'x/16 D A HOLES EA.FLG• AIR-VACUUM AND AIR e " I RELEASE VALVE ASSEMBLY I CHKR.R.COVER I by SECTION 5-ID §��' ro' /0' /0' /0' /o' /0' /O' ro' I /I SCALE V2'*-1•-0" HOLE IN COVER THOMAS M.STETSON STD DWG.NQ ti a DETAIL OF BREAKAWAY CIVIL AND CONSULTING ENGINEERS e ;t POWER POLE LOCATION D E TA I L I ASSEMBLY 3104 E.SARVEY AVE.WEST COVINA,CALIF. • anal DATE 2/T6 Z 9 9 / /s 2. zoi s = - _ ray j 27.33„ /LATER/M •"� --- - :`4 BROOKS PRODUCTS INC. 10}'4"DIA TRAFFIC BOX SERIES BLOWOFF CQVER �' � •5 4TT WITH C.1. FRAME AND COVER MARKED"SGVMWD'_ /SEE DETAIL •A RO(YGN cure E `DNC PA°— SURFACE ''� ' �K .r BASELINE ROAD TYPICAL SECTION zaN ALHAMBRA FOUNDRY VALVE BOX CAP {;� _A � .. A'..A { ♦ l r•4_ 1 TYPE A 29612 OR APPROVED EQUAL ♦;: Ai- IZ'MA) - N.T.S. A� �•�• MARKED SGVMWD `� I'IIG � FUTURE + + \ —STO CURB / R JFD.Mg 2!°_OPERATING NUT- CUR STA. 58+ 00.19 TO STA. 91+ 98.70 ROCKGUARD AND ALIGNMENT IL •'•.. 'Ir C.I. E ioPE T.I. = 9 12 MIN, 3'-4"MIN. WHERE PIPELINE III 1—BATTER I I 12"SCM. ]0 STL.HPE �LINE��•-•• IS NI R/W SEE PLAN AND PROFILE �I `TO BE DETERMINED BY • A n , o SEE PLAN I I DISTRICT REPRESENTATIVE 4 x us RET. C45T. IRON 3>�RS®12 FA.v�Y. 1"DA.HOLE I 2 + ! P,PF-,AL.H4MBRA A-410. I— — ► / i TACK WELD BRACING L TO STEM j OR EQUAL- i S-IYd/HOLE 4"510EWALK PER STD. NO. r l { ON 10 B _ ^ 12 T`fP. z 12 TYP s ° MORTAR LINED _ (r Y• 1 LEVEL ►- . �Y AND COATED I -Ir MORTA�LINED fyaPIPE YHCKI F - - 1"FLANGE MORTAR AND COATED(3/4'THICK) �1- / 3/4"IL YVELDED - V16 GASKET TO FLANGE " j - `c , I -\S n Fw I _,B"WELDING VA . S E CTI O N 'X — A' NECK ,B"PLUG LVE I ASE w GALV CAP S" SCM. 30 ,�\ a -- , ENCASED 4 OF SCREWSSTL PIPE I ""'GONG.ALL AROUND MOUNTABLE CURB & GUTTER W i _1 - A. �' 1�4�. _ or f0°WELDING -' • 42 I ALL WELDS lN" ELL I / - M N SLEEVE-TYPE CPLGS.P Ik I 5i0EWALK CONDITION g`t_URg PER DETAIL A a"WELDING NIPPLE�'..•I OR VICTUUC CPLGS - COATED WITH EC 244 .* <PftOF1LE.1 rj'Tp• 3Q3 CEMENT MORTAR LINING BROOK PRECAST AND OOATING,SEE SPECS.. :.r: ■ ■ rSIDEVVIALK A it " r-d umi OTHERWISE SHOWN a ' -STD.c"BWPEO HEAD 4 x 14 GIST IRON FIELD INLET BOX (Z) a B 2a M PE s..r <r LONG OV ER 4 6 TYP. NOTES SCALE: V2"• I'-o' `- I I oRGIN 3 '*t�TYP) 1. PROTECT PIPING WHERE NOT MORTAR COATED AND SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT CODLINGS WITH 3M SCOTCH CLAD EC 244. A I 1 ��r��T, •'-F�.. IfI 2 ALL BURIED COUPLING AND VALVES SMALL HAVE cl4"C.I.P,P� - 3 u�'Ly 1"ce- F��WEi� STAINLESS STEEL BOLTS AND NUTS. BLOWOFF ASSEMBLY �,-:� I 1 - �' f 1 3. WHERE VALVE BOX IS NOT IN PAVEMENT,COVER TO = PROJECT 6"ABOVE GROUND. ! A• L_Ih� _ 44 ; i•� THOMAS M. STETSON STO.DwG.NO. FL 2p CIVIL AND CONSULTING ENGINEERS 9 SECTION IA-AI I 1 1104 E.CANVEY AVE WEST COVINA•CALIF. Ae /2 �TyP -TRANS/T/ON CURB QOM a1TaI DATE 2/T6 (TYP.) TYP, � J I CURB C1JNDITION TRANSITION CURB FROM A � � 5 PROFILE 42 o W 42 STD. TO MOUNTABLE ` SID 7b MOUNTABLE - - CURB DRAIN _ _ - -___ ,STAT/ON Pb/NT CURB FACE CONSTRUCT/ON NOTES DESCRIPTION OF REVISION PATE CITY PRO APPROVEQ. / GY7NST 5"A-C. ODER Q"A.B. A CITY OF RANCHO CUCAMONGA 5 CONST. 8"CURB W/24"GLITTER /FR 0/77 .5TO 303 4 POWER POLE ACCESS DETAIL 9 CONST. 8"CURB ONLY /R CITY STD. 30/ 3r 9LTE/PNi4 TE o/MErVS/O/t/ WHEN MST D/�j�05/TE R�WE/Q DOGE STREET IMPROVEMENT PLANS F O R 22 INSTALL S/NGL E ROw OF SANDBAGS AT 70P I� 90770M OW,4L APE BA SEL INE ROA D DE TA/L SHEET P.M. 9350 APPROVED BY' DATE: op CITY ENGINEER RC.E 2 39 DESIGN tM6AfORSE Cb-N-7-1-TING GROUP RE OMMEN ED PW;'f 4NNINa . F.NGIN7.I NIRf, . 511ji ma QaQlf SslO,y 1 5. �o� MCG 488 IRV?*MILILFVARU)SLIM'201---- -- 0 4( W""I (,A]IFIIRNLk 92721 t7l4,7A,7117 FAA -14 7107260 DRAWN `' Z^ SHEET o� No.20596 A 2 OF MS * Ew 1~3m CIVI CHECKED ,� �fq/E OfCAI,�F��a\! DRAWING NO DATE FILE NO 1 �� SHEET_ os OF 34 . __ _ _ . . . . , . 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PLANS TRACT /3304 SYMBOL ,6OrAN/GAL COMMON 5/ZE SPACING QUANrlry OB /5/°29'47" /.00, 2.64 ,3.94' � 4 CONST P.C.C. 5/�s•VACX PER CITY SrANbAIW9 Jlo�r'�W/. } PG See 96VISIONs FOA ons No. /372, NAME NAME OC /57' 22'48" /.00' 2.75' 5.00' &5 - CONST. 8"CURB WITH 24'GUTTER PER C/TY STD. 303 &/,-er4 of//, MOUNTA/N viEw oit. � MAGNOL/A s�ustc 30ro� STREET IMPROVEMENT PLAN FOR a— CONST. 8"CURB ONLY PER C/7Y STD.3O/ /MP�oYi5M6NT PI;AN5. G�uO/FGgeA 50MMeR s _ LINE /I�OAp O 22"37`/2" 27.A0" /0.66' 540' P/NL5 CANARY /5CAwr �— AMogox a-- REMOVE EX/ST A.C. PAVEMENT Pc CAAIAR/ENSIS P/me 20'0.0. s WASHI,�roAlIA MExlc^N ,FAN , /B°//'42" /G10.Gb' 3/.76' /6.0/' I/ RELOCATED 0R1AND ADVUST TO GRADE PER S.6.V.M.W,D. STD.B ON SNT. 2 a ` • NP /eoeusr^ PALM , /o o•a 5 fROM /7/5' E'LY OFM/LL/KENAVE. TU /260 WLYOF ROCf/ESTER AVE. F 90°00'00" 35.00' 54.98' 35.00' CIONST. BARRICADE 7FMP END OF STREET PAVEMEvVT PER C/TY STL�S. 4G��4Q5 Q�(� Gl/V G ReAD /3 — CONST. 9 A.C. BERM PER C/TY STD. 3/3, EXCLUD/NG NOTE NO.2 (TEMP. CONST)BERM SHALL BE PAINTED WH/TE G�1 L- P.IVI. 9 3 5 0 G /4°//'/6" 50CXJ' /2.38' Co.22' +//6�-- ' BE REMOVED $ HEL0CATEO 8r S.C.E. /N CAORD/NAT/ON W/THE DEVELOPER .��e� tr ��o�• ,ya,NTA,nt vlew AarvE, _z_9 1 - /7 ADJUST /PATER VALVE 7U GRADE AADDED 5ot-wAr �urH&..,4cr SIVE vf- 1_In� z-24-99 3 APPROVED BY: DATE: CURv/[./NEAR 5/.C7�N/AL K NOTES: 8 ADJUST TO GRADE PER SG.VM.W.D. STD. 7 ON SNT, 2 ROAD AND WKATAW V16W A2•BY Mlpdi,E �,IA7�5 22397 CURViL/NEAR b/G�WALK SHALL r�E eoNSTRucTED /N eoMAO/CMAIVCE IV/T7/ 4/ NEW P.P 7o BE INSTALLED BY S.C.E. APt�o 5TieeeT TR6E5 ANO OTHER PAAAPVAy /MPROVEMEMT CITY ENGINEER RC.E SrD. DMI(. A/o.so*. THE 6e"el AL L/NB 4' GRADE SHALL :BE SHOWN ON rH6 2/ ADJUST G.TE. M.H. 70 GRADE o sourH s/oe of /545-- L/Ne /eOAo /`/woM E(.LEn/A WE5T 5•?6.92 i-4 A; LANO5CAPE PLAIV.A/"P/eOVAIC OP TWE FINAL LAYOUT of cuAv/L/NEA/t 42 CtONST. MOUNTABLE CURB & GU77ER PER DETA/!_ ON SNT• 2 >o v/ wa/e. c �' err eoxEs ' iLT" / z DESIGN RE OMME DED SICKWAGKs SHALL 6E MAL7E /A/THC J`/E LO ANO Ar0JU5 TED AS NECE 55A RY M fiT 2�2 -INSTALL S/NGL E 190W OF SA�VOdAGS AT TOP ,&07701'1 OF SLOPE � � � Y A A - �MORSE�CONNSULT7NG G�RROUP Q�pUss/ ��j, o� eX/ST/NG F/E6D COn/,0/T/ONS AS AP/"ROVED ,BY THE PU,SL/C WORKS INSeer,rc c " 43 CONST. P.P. ACCESS PE�4 G TA/L ON SNT 2 ' /�� GB. 4860 IRVINE BOULFVARD,SUITE 1201 ,��``oQ��y C.M�/�y� AND PROJECT PLANNER PR/o/[ To F/NAL coNSTi";vcTioN. THE PaBClC WOICKs /8 RELOCATE �',/ORAD✓UST 2 A/R RELEASE t✓ALI/E 727 GRADE 57 /N5TAc.L /S GAL. M/N. MAGNOL/AS(SvWUAL SOMMER) G 30 o•c. Z4 ADDED 87REETNAME S/GN 2-/6-90 IRVINB,CALIFORNIA92720-1999 � � s 2 IN5I-PCrOA SHALL BE NOT1P19D A M/rt//MUM O,F 4e HOV/es PA/O/C rO ANT/C1PArE[7 © 23 INSTALL STREET L/GNT rg,SOOL) r/VANGULATE,O PEI[ ST,D. 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OVER 4" AB /33,856 SF CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONST. 8" CURB WITH 24" GUTTER PER CITY STD. 303 708/LF CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. O3 - CONST. SIDEWALK PER CITY STD. 301 & 311 43,528SF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT 4�- CONST. HANDICAPPED RAMP PER CITY STD. 301 /4 EA SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL T.P.4FF/C M,gil/U�9L SEC. �.4GE¢.3 / Ems. BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. �- CONST. CURB TRANSITION 8" CF TO 0" CF /42 LF 6 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA TR. 13753 TR. 13281 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 6 W a- CONST. LOCAL DEPRESSION PER CITY STD. 518 & DETAIL /l EA CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR C,45'OL/ ^LACE C�PEMA i'Y,41E RIGHT-OF-WAY. Z 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY > PREPARE JOIN LINE W/2' MIN. FEATHER 3 EA LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO Z ELLE 3Will Y 4 IIIQ PAVING. wREMOVE TEMPORARY A.C. BERM 200 Lf 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH Q WF ��20Ap W BACKFILL, Z ALTA�P/ �+E COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL _ CONSTRUCT BARRICADE PER CITY STD. 404 232 LF BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. W 2 � zA 5 W /NSTALL ¢"BUD f'ELL4it/57,�/ �E.P G9LT.PA�VS A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED Y �L.9GE TR. 13280 FERMO� U WATER VALVE COVER TO GRADE s'TD• �-'2O-.B �L, G7ET�9/G 2S ZODLf TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT }CE ADJUST OF BASE MATERIALS AND/OR SURFACING. J O Q� 28 EA 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR /Z ADJUST MANHOLE. TO GRADE /3 EA DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND ROAD GRADATION OF ASPHALT PAVING. BASELINE .. ..� .. .. /3 INSTALL STREET LIGHT, 5800 LUMEN 3/ EA 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH r MOUNTAIN VIEW CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BELVINO DRIVE /4 INSTALL STREET NAME SIGN PER CITY STD.'S 401 & 402 3 EA BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE WAY AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE /5 INSTALL STOP SIGN PER CITY STD.'S 401 & 402 / Eq MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. �J INDICATES SHEET NO. INDEX MAP 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM /6 INSTALL STOP AND STOP BAR / EA RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 1" = 400' DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED l7 CONST. CURB TRANSITION FROM 8" CF TO 6" CF 33/ LF PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER /NS7,,4LL 4"pg5//Ed yELLOlfi4�7 -14,- FOR APPROVAL. WILSON AVENUE 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD PE.2 C/TY c5722. S/O ♦ Eq, FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE W W W 20 INSTALL 18" RCP (D LOAD PER PROFILE) ____ _ __ ._ _ _ _ /50 LF CLEANED UPON REQUEST OF THE INSPECTOR. W W W 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING 'a 'a a 2/ CONST. CURB OUTLET PER CITY OF RANCHO CUCAMONGA STD. REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND p WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE HIGHLAND AVENUE c 506 MODIFIED / EA DEERINSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL 19TH ST. CREEK_ w � BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES w CHANNEL J ;-000000 PROJECT 22 REMOVE EXISTING RIP RAP W/CONC. FLARED END SECTION & JOIN AND STANDARDS. Q Q 29 CON6TRUCT ORNE APPROACH IN ACCORDANCE W/CITE( lliTD. �� EXISTING 18 RCP / EA 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL r = 23 CONSTRUCT TEMP. END OF STREET PAVEMENT PER FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE SO. PAGFIC RAILROAD FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR B/ �,;D CITY STD. 405 /3�B SF BASELINE F INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITES REMOVE BARRICADE 3 ESI ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT. VICINITY MAP -of ¢BO LF 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. .SYEE!/EFO•PFUTU•PE/.Q.P/6AT/O/VUNE 200 LF PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVMENT N.T.S. POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF CURVE AREAS. G2 62 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, 301 32 32' 30' EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL 12' 1 of 1s' ea' t 18' 12' IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE BE SET AT ALL HINGE POINTS, EDGE OF PAVMENT POINTS WITHIN 0.01 4.0' 2' 2' 1 60 2' 2' 4.0' UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. ..So, oar o.a7 047' 6.50' PLANS. a w' � �a� � azo' o.e7' ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEED '%��? _ _iToX\ _ _ 11;4 Fr _ _ / �2Or 170,2 ��_ ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON AT WARPED OR VERTICAL AREAS. �-�- --_�I I �= \1 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT 15 _ _ -# ,5� 15 _____ -- 15 ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS MIA! ; `�- - ''' IM/N.( 3 M,,v "F, MIN. s STERILANT REGISTERED BY THE E.P.A. �� - ---- �`-- - / - - IS PRO'T'ECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY FOR USE UNDER A.C. AND P.C.C. ( ROUGH GRADEL/NE ROUGH GRADE LINE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED U ``J DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". RATE FOR THE FULL PAYMENT WIDTH PRIOR TO PAVING. 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR TYPICAL SECTION "°TE TYPICAL SECTION THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE OFF STREETGRAO/NG /Y/LL BE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE Comvz1R1?ENT WITH MASS HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE GRADING OF TRACTS "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SUBMITTING A BID. ANY ITEM OF WORK REQURIED BY THESE PLANS KENYON WAY ®ELLENA EAST ® ELLENA EAST ®ELLENA WEST DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES STA. 2+ 32.33 TO 10+ 00.00 STA. 10+ 00.00 TO 15+ 77.75 STA. 30+ 64.86 TO 37+ 35.96 T.I. = 5 R- 68 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF T.I. = 5 R= 68 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 17. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND UTILITY CONTACT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR SHALL DEFEND, INDEMNIFY AND HOLD "TILE OWNER AND THE ENGINEER DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, 'R' VALUE, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION AND SAND EQUIVALENT OF AGGREGATE BASE. CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 18. CONTACT ALL UTILITES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION ESTIMATE OF EARTHWORK QUANTITIES CUT FILL PRIOR TO EXCAVATION: NEGLIGENCE OF THE OWNER OR ENGINEER. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: LEGEND - GENERAL TELEPHONE COMPANY: (800) 422-4132 SEE SHEETS A/I Z S 6 �4K0 MD S (SEE UTILITY LISTING HEREON) RAW I"), c>-)8 21 280 soU'ril LOCUST, FOR UNDERGROUND ® cluA16E 5TREET7VA/'T'ES TH/S SHF 'Co�c/ SUIT/.UG Z11 194 eAr'I 19. PAVING SHALL BE PERFORMED IN ACCORDINACE WITH R-VALVE AND P.O. BOX 2920 SERVICE J C= (00� Fa ¢O�0 31� 200 SF � �' � �! POMONA, CALIFORNIA 91766 PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR CLEAR & GRUB (0.o FY, Qj ADD CONSTF�UCTION NOTE � FOIT DRIVE APPRbMCH TO FINAL PLAN APPROVAL). O STREET NAME SIGN SUBSIDENCE (0.25 FT.) MOQS4 CON r'N 20. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY 2235 � � 88 SOUTHERN CALIFORNIA EDISON: (714) 529-2070 PUBLIC STREET LIGHT ) 2191 EAST BIRCH STREET (714) 529-2889 DESCRIPTION OF REVISION DATE CITY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY ADJUSTED QUANTITIES 1-1 , 34.0 3,55,6r BREA, CALIFORNIA 92621 APPROVED. LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE -♦- FIRE HYDRANT SHRINKAGE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND (2D %) C'1�54"IZ> CUCAMONGA WATER DISTRICT: (714) 987-2591 CITY OF RANCHO CUCAMONGA ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE --W -- WATER MAIN OVEREXCAVATION SHRINKAGE ( %) 9641 SAN BERNARDINO ROAD ' REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. GATE VALVE RANCHO CUCAMONGA, CALIFORNIA 91730 21. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF - SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 STREET IMPROVEMENT PLANS FOR CALIFORNIA DEPARTMENT OF TRANSPORTATION, "TRAFFIC MANUAL". -Q- SEWER MAIN AND MANHOLE NET QUANTITIES )$1888 3354 2191 E. BIRCH STREET (714) 529-7070 INFRASTRUCTURE IMPROVEMENTS --SD-- STORM DRAIN IMPORT BREA, CALIFORNIA 92621 _L�- SLOPE (% PER PLAN) EXPORT 1075-3,4 PACIFIC TELEPHONE: (714) 999-5639 TITLE SHEET METROPOLITIAN WATER DISTRICT: (714) 593-7474 PAD OVEREXCAVATION ( FT.) P.O. BOX 54153 P.M• 9350 EXISTING FILL OVEREXCAVATION LOS ANGELES, CALIFORNIA 90054 APPROVED BY: DATE: CITY ENGINEER c -=�_=- R.C.E. N0. 22 3 97 �Q SSIpNgI - BENCH MARK B.M. 1638 DESIGN ORSECONSULTING GROUP R OMMEN D ELEV. 1297.297 /b'`e' oF.ss; S -0 �J' 2 OW 24' EAST OF t ETIWANDA 4860 IRVINE BOULEVARD,SUITE'201 �` m J�,e WILLIAM LYON IRVIN LIFORMA92220-1999 v y T Q AVENUE AND 40 NORTH DRAWN 4)730-2117 No.20596 SHEET No. 20596 LYON BRASS M.S. � -¢�a9 * , :. of \fir Exp 9aoe9 �F 4540 ARCHIDALD SUITE a BENCH BASELINE, TOP OF srgr avl� oaa�e J+l Ovl` ��Q RANCHO CUCAAJONGA, CALN ORNIA 91730 , , CHECKED f Of CAVE DRAWING NO. NE END OF A 4X2 CONC. .,/j/�? �,�__� OFC CAt�E�� BOX CULVERT. DATE FILE NO l'L99 SHEET /-!5 OF .meq 240.8400 �, I . ,,... S ; +r 11 -t �. - .1... .1 i � _1 i .1.;.- +• t ; .- -.1-___J_ uP r ? .. .. .. _ ... 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