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HomeMy WebLinkAbout1046 ESTIMATE OF OUANTITIES BENCHMARKS ITEM DESCRIPTION QUANTITY UNIT REMARKS CONSTRUCTION NOTES ORIGIN BENCHMARK= CONSTRUCTION 8•n. _ � STREET PLAN GENERAL NOTES I Lt1l AND 6UTTEQ `t LUVh Pb.GE 14-2.0 L -F U.S•G.S. BRASS DISC IN CONCRETE AT THE S.E. SET CHISELED SQUARE IN TOP OF WEST CURB Z LUiZP7 AMM &UTTEiz 93' GLJEF7 f-AGE 4-236 L•F: CORNER OF WILSON AVENUE AND HERMOSA AVENUE. OF HAVEN AVENUE 47' LEFT OF STA. 253+50 1 . ALL WORK SHALL BE DONE 1N ACCORDANCE WiTH THESE PLANS. THE CITY OF RANCHO CUCAMONGA 3 GUtZg AND GUTTETL \/&1Zt,&F3ocE GUCL>7 FaGE 141 L.F 1D-'CONSTRUCT CURB AND GUTTER PER STO. NO. 303 (8' C.F..24' GTR-) ELEVATIION, 1781 .54 (DESTROYED BY SCHOOL CONST.) ELEVATION, 1724.03 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 2 CONSTRUCT CURB AND GUTTER PER STO. NO. 303 (6"C•F• .24•GTR.) EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO �' FI1Z.E a.c� GutZRi aur hUTTE� 4-+,o i--•f� --CONSTRUCT CURB AND GUTTER PER STO. NO. 303 (120C.F..24•GTR.) CONSTRUCTION 8•n. = CONSTRUCTION 8•n. : 5 GDI�lGTLETE .7 19 1 7 055 S.F O4 -- CONSTRUCT FIRE ACCESS CURB PER STD. N0• 902 THESE STANDARDS AND SPECIFICATIONS. SET CHISELED SQUARE 1N TOP OF WEST CURB OF NAIL AND TAG STAMPED A.E. BM IN TOP OF EAST (� D2114E APPCZDA tlil 'iEYAV&-TE. F SIDEWL�L 5.1= O5 - CONSTRUCT CURB ONLY PER STD. NO. 301 HAVEN AVENUE 47' LEFT OF STA. 259+76.6 CURB OF HERMOSA AVE. 1732' S. OF WILSON AVE. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KINDS TELEPHONE OR POWER POLES, WATER METERS 7. GTZO�i�i U`CTET- AND �Pa.>`IvQEI_ t Uv 15 T= INCLUDES GUtZR 2ETUIzus 6 CONSTRUCT SIDEWALK PER STO. NO. 310 ELEVATION, 1770.00 ELEVATION, 1683.19 VALVES, FIRE HYDRANTS! ETC• SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 8 GOII�G(ZE-CE IZIFi�Of�] �UTTE� 3510 S:F. SEE VETA1L-CNH SHEET CONSTRUCT SIDEWALK RAMP PER Si0• N0. 310 CONSTRUCT SPANDREL AND GUTTER FER STD. N0. 308 O8 LIMITS OR 1N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED --- RELOCATED OR PROTECTED 1N PLACE AS REQUIRED AT NO COST TO THE CITY OF Ii;.NCHO 'I. AC�1sCLE(�a-rE i3Q�S4)' 'Tt41GK O 2170 S.F LJ CONSTRUCT DRIVE APPROACH PER STD. NO. 305. W-13' UNLESS NOTED OTHERWISE IO A.•L. muF_mej4-r 3^ T9 K IO Zr'170 5f 10 CONSTRUCT CONTIG. SIDEWALK TYPE DR. APPROACH PER STD. NO 305 CUCAMONGA. 1 . 11 CONSTRUCT A.C. PAVEMENT AND AGO. BASE PER TYPICAL SECTION I A- LFiEF_M too Lf 12 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE I 'L4�� SZ-G•? 2U�i L-F 1250 12 INSTALL STREET LIGHT (TYPE 5800-L) SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVA- 13 INSTALL STREET LIGHT (TYPE 9500-L) TION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 13 30 lZ_L.P 5 L.F 1250 P 14 INSTAL! STREET NAME SIGN PER STD. NO'S. 401 AND 402 BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 14- GA-r6H RiAeilU I11U.3 W ' 14 Z EA , 15 INSTALL 240 1250 0 R.C.P. 16 INSTALL TRAFFIC REGULATORY SIGN AS NOTED 15 LaTGN vA6iu 110. 1 MOD1P1Er7 2 �A. SEE. SHEET �0 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 17 ADJUST MANHOLE TO GRADE 1 GLIKR� lJL1TLET STfzL1GTULE Z �•A. SBE SNEe.T Lo - AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE iO EXISTING FACILITIES RESULTING DIRECTLY l7 LDIl1G2ETE LOGdL_ bEP2ESStdtl� 320 sF Std SNtT�i d1JD 18 ADJUST 1TELt To /�24.vE OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 19 CONSTRUCT RETAINING WALL PER BUILDING 6 SAFETY STANDARDS PLANNING DEPT. APPROVAL I SInEW&Uc r-AZ40kI IC) S L.P. SEE St4EE.T 7 20 CONSTRUCT CASE C LOCAL DEPRESSION PER STD. NO. 518 S. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT 1 °I 'LQML(ZETE MASOIUCZY iZET• WALL- '536 L•F 51=E 5HEETG7 3 Amp MODIFIED TO FIT CURB LINE CURVES PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 2d ZOA1GtZE-CE MA/n, NMF_ / WALL (/` 141614 [4-0 L.F. SEe SNETc•T 21 CONSTRUCT UNDER SIDEWALK DRAIN PER STD. N0. 507 RIGHT-OF-WAY. MODIFIED INLET PER SECTION A-A ON SHEET 7 l ADJUtiT SEWETZ• Iv1ANIHOLES TO tIL EA. 22 CONSTRUCT BARRICADE PER STD. NO. 404 •� ADJU,iT ITEAe. TD &fZA[7� t3 E.A. 23 CONSTRUCT CURB OUTLET STRUCTURE PER STANDARD NO. 506 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- 23 1A,14TALL TV_AFF1G 1-LE&ULA-r, ?Z ' S1�lU Z EA . 24 CONSTRUCT RIBBON GUTTER PER DETAIL ON SHEET i MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- 24 IWiTALL '9TiZEE.T LZa_- - 5�5faU L ( �A, 25 CONSTRUCT A.C. BERM PER STD. NO. 313 GINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ' 2G COMSTZIl UNgeZ SMEMl LV 999, I1 PE¢ VETA(L TAV2 SHET E . ri tSTIZ.E .T TtZEJ✓S EEA. T. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- 11 qml STCZEET IUAME 4- EA. NEER LISTING ALL TESTS QR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 27 L U9F-2 S1t7EWQ.L[< D2d_IU`7 6 L GRADATION OF ASPHALT SURFACING. 8. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL• THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OE 'A -- QUALITY BETTER THAN THE NATIVE MATERIAL. 4 VA¢IES - l2' M IAT. 9. IF THE ASPHALT CONCRETE 1S TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY --- f -� THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. LO °� MTU _ 2ETAtt1tUC� WAU 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THEONVENIENCE OFITHE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CON TRUCTION QUANTITIES 12"xl2" d.B.h. Co2ATE _ � ejQEw� ,LL, WHEPE AI'PLIGAV?LE 9EFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH I�NOT SPECT- PLACE &"X(" ua•ro WttZE VtE�iN FICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 1NgLUDED,-IN THE WtTN I r A(2"'w2-x B" OVE}? P(1�E (�' PiEYOl1� PIPE , - IAU15 I&vAPT`F_t F3oTR W&Y-- OTHER ITEMS OF WORK. BffQ B r �u2t�s 6UTTE2 11 • WORK SITE A.ND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE. g.p•R.3s.(o THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. Z% MItJ. 12. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAID OR CROSS- INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. U&IvEtZ *))AAL? 92MM 514ALLa5 dL N A 1A t3¢d FOULvczY LO. Iso. A-4-70 SHEET b>rTA1L " G• w�T+t 8°� rvtzscrr�u�ulA•¢ Pit 13. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED iO THE t=ITTLns& un. A-4ed. CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE. U1l1VECZ SIDEWNLV 17fZ&10 1 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. , I U'T'4' _ 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE ' NORTHRIDGE _ !'pR1V __= - CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR I } S E T 2 I. I.. - - - APPROVAL, t S EE 3 5HEE 3 ui NORTt1RlD_� DRIVE _ ( 15• STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- I � NORTHRIDGE _ _ -.-_ +- � Q� DRIVE I $ 7 of I STRUCTED AT EACH INTERSECTION. w R T (n : 10 16. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 7 a� MAHOGANY _ _ COURT Z PROVIDED FOR CONVENIENCE ARE THE FOLLOWING, w T A T N ( $ "( SH EE 4 7 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT i w S E COURT . ' I Q _ � o ` = P <'- MR. BOB STALLINGS (213) 969-2718 I 3� 30V1 J CORALW�- 1 1� " i; u' --�J FOR BASE LINE ROAD CONSTRUCTION o _TERM- ANITA _ _ 12' 18' tB' t2' 4 SADDLEHILL w _ DRIVE _ B. GENERAL TELEPHONE (800) 422-4132 `1 12 FOR UNDERGROUND SERVICE r_6 T C N l0 $ 7 � I (1-� G.S' � DRIVE COURT Q C. SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 ' AD.JALEAIT &ZADE uj N 5 Z 2- w' LAVENDER__ _ I SEE &ZAVIUG PLAU) 2191 E. BIRCH STREET (714)529-7070 BREA. CA. 92621 t AD.JALEt1T G¢ADE -�. t " t (SFE 6zZA1711.t6 1�..Au) MANZANITA 2_08% b C.F _- _ LEVEL a. D.27/ 38 LIVE 3S 2 Oaq• -- D. CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 IL Jill S"C.F. :. �� 9641 SAN BERNARDINO ROAD 4" P.C.C. SIDEWALk ' LUPINE COURT_' RANCHO CUCAMONGA CA. 91130 WHEZE APPL.ICA5LE 1 _ 4." ?L.C. StMWAI..I< I I i (�E.E PLAN ) LOuyT.% W A.C. PAVEME�VIT MAE¢E. AMLIU13LE a I E. METROPOLITAN WATER DISTRICT (714) 593-7474 6VE0'4" A66. F7ASE. (61:E PLAN) P.O. BOX 54153 LOm,4T. PC'.G. cuza 4 6UTTE� LOS ANGELES. CA. 90054 PEe sTv. k1o. 303 *Su CURB FACE ON SHEET 3 R T N 10827 -)E iX ON SHEET 3 ADill O.I?' T6 a F• PACIFIC TELEPHONE COMPANY (714)999-5639 OROINATES SHOWN HERE CORKWOOD CO CHARWOOp COURT _ TYPICAL TILT STREET SECTIOIU - - SCALES: Hoetz. 1"= 10'; vevt ["=4' p t T. i. = 5 R 1�J 17. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT is w BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN 714E ROADWAY HAVE NOtZTHQIrlGE D1-ZINE tQ > NILLSIDE ROAD BEEN INSTALLED, ALL ONSITE IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE �• PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPi_ACED AT THE LUIZOLWdUD LO[.l�T DIRECTION OF THE CITY ENGINEER. MANOC�At1�' GdL12T SOUTHRIOGE DRIVE _ _� Q 1$. ALL LO�IFLIGTILI(� LtT1L1ZlE5 �FN- W.M. ETL)St(dLL PTE LOLATEV �iEHIIJD SIDEWALK, I 7 W 1LS01.1 AVEC WE Sid 3a Q 12' 1 a' 1 B' 12' - - t✓ a R03ECT ! 3 SEE SHEET 7 FOR DRAINAGE DETAILS n 9 w S ITE d Q W DI ,_ 10.7' �•3 5.3 10.7' �.s 2 2 4•� (5ee-►u6 PA°Laul I KID E X. M A P ' J Q Q LEMOII! AUF�lU� ADJALEI`JT 6LAVE I SGAI:.E� l"•2U� (SEE 6¢L�DlU6 PLJ) 8"L.P. , oil L.F e 208'/e 0.34 0.17 p.34 Z� LEVEL Lt1�1E - - HiGH LAUD AVFalIlE. , t�,�1rSS1'� DESCRIPTION OF REVISION DATE APPR. 4"?.L.L. PL.L. 17we-WALK hlDi=WALk „ WtIE1ZE APPLILA>zilE i�7 L Q STQEET CITY OF RANCHO CUCAMONGA GOAlST. 3 A.L. PAVEMEIUT crJ. 7.44 WHr:QE APPLtLAgL.E � t pVE12 4•"A&b. PvA ��EE PLAN) 2 Esq: '13 (SEE. PLAN Fl z STD 1U0.uPc.L zuzB &uTTE� `�, c GENERAL NOTES, CONSTRUCTION NOTES ,TYPICAL 303 4._011 2 st �lit`/yah. z• 0• ,.- SECTIONS, ESTIMATE OF QUANTITIES , BENCH MARKS, VICINITY MAP INDEX MAP AND MISC. DETAILS ZYPIGAL LEVEL STQELT 5EMOIU 2,R V l (. LILT`( MAP S�ALEfi: NpQ 1z. I^=to' ver. I"�4' o TRACT N 0. I 0 8 2 7-3_' - 8" R=75 ° �' ° _. '2►vE2WOoD PLACE CONTRACTOR' S RESPONSIBILITY FOR SAFETY APPROVED BY DATE VZ 19 E PLA.LE CONCRETE RIBBON GUTTER IN SUBMITTING A BID FOR iN1S WORK. THE CONRACiOR AGREES THAT HE SHALL CITY ENGINEER R.C.E. 0.�? T ASSUME SOLE AND COMPLETE RESPONSIBILiTf FOR JOB SITE CONDITIONS DURING 1k SCALE: W = Z' THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL DESIGN ASSOCIATED ENGINEERS RECOMMENDED PERSONS AND PROPERTYi THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED iO NORMAL WORKING HOURS( AND THAT THE CONTRACTOR 316 EAST E STREET SHALL DEFEND. INDEMNIFY AND HOLO THE OWNER AND THE ENGINEER HARMLESS DRAWN P•O. BOX 9413 SHEET FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE ONTARIO. CA. 91761 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LiABil.ltf ARISING `J'2.' (714) 6-5818 I OF -7 ` FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CHECKED R.C.E. 7344 DRWO. NO. z EAR CAT 3 78-146P.3 10 4 6 DATE 3-t3-s'f FILE NO. ` ff•wwrr•aarrrra r..raaaaRafarrrrrTrrararTaaaar■r4.rARrAwfffffa ,Aflw�faw/w R4Mr .. ` ,q ii(! +( `I,1 ill:+ t'J, I tl fl i 'Fi i' t I` Ij'il P ! 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