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HomeMy WebLinkAbout1203 ESTIMATE QF QUANTITIES I TEM DESCRIPTION QUANTITY UNIT REMARKS CONSTRUCTION NOTES STREET PLAN GENERAL NOTES 1. CURB AND GUTTER 8"C.F 10,0 1 O L.F. --CONSTRUCT CURB AND GUTTER PER STD. NO. 303 (8" C.F• . 24" GTR.) 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA 2. CURB AND GUTTER 10" 82 L.F. -, CONSTRUCT CURB AND GUTTER PER STD. NO. 303 (10' C.F. 24" GTR) STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 3. COBBLE CURB AND GUTTER , VARIABLE C.F. TO 10"C.F 1109 2 L.F. �� CONSTRUCT COBBLE CURB AND GUTTER PER STD. NO. 307 EDITION• CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO -CONSTRUCT SIDEWALK PER STD. N0. 310 THESE STANDARDS AND SPECIFICATIONS. 4. SIDEWALK 28,981 S.F. �-CONSTRUCT SIDEWALK RAMP PER S.TD• NO. 310 5. SIDEWALK RAMP (�, EA �-CONSTRUCT SPANDREL AND GUTTER PER STD. NO. 308 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER METERS. �-CONSTRUCT A.C. PAVEMENT AND AGG. BASE PER TYPICAL SECTION VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY b. SPANDREL AND GUTTER 2,830 S.F. a-INSTALL STREET LIGHT (TYPE 5800-L) LIMITS OR 1N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED 7. A.C.PAVEMENT 204,768 S.F. 9� ---INSTALL STREET NAME SIGN PER STD. NO'S 401 AND 402 RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO S. AGGREGATE OR SLAG BASE 204,76 8 S.F. Io ADJUST ITEM TO GRADE CUCAMONGA. 11 INSTALL CATCH BASIN PER STD. NO. 502 (W = SHOWN ori PLAN) 10. STREET NAME TTRAFFIC CL ONTROL SIGNS 12 EA,9. STREET LIGHT TYPE 580 2 EA. 12 CURB FACE VARIES FROM 10" (NEW CoNS7RucTION) TO MEET 3. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER• PAVING STAKES SHALL BE CEXISTING CURB AND GUTTER. SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVA- 12 ADJUST ITEM TO GRADE 13 EA. 13 INSTALL 24" R.C.P, D= 0 IS^ TION AND AT NOT MORE THAN SO FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 12. CATCH BASIN 4�tl,1= 26' Z�f-!✓= 4� � EA. 1u�� r,n BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 0 V �Rp�l� �'mw•I 14 -CONSTRUCT DRIVEWAY APPROACH PER STD. 305, W= la', ALT. NO, I 13. SAwCUT A.C. PAVEMENT 1 0 7 0 L.F. I I I v� 15-00 D 9G L.F. �I( - V+ C� 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 15. LOCAL DEPRESSION CAGE "B" -7SZ I . BARRICADE 12 - S.F L.F. �� �� 15 -CONSTRU^.T UNDER SIDEWALK DRAIN PER STD. 507. AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY tCo. 33"➢z.c.P. c�?� C�Gfb) Ib C ONSTRUCT DRIYEWAY APPROACH PER STD. 30ro, W= 12' OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 17. DRIVEWAY APPROACH W=12' ALT NO, I 1 ! EA, 5 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT 18. UNCER SIDEWALK DRAIN 51 L.F. 17 CONSTRUCT P.V.C. FENCE PER STD. 1010 PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 19. 3Co R.C.P. D- 1500RIGHT-OF-WAY. 215- L.F. 18 REMOVE EXISTING PCW ER POLE AND STREETLIGHT. 20. RIP - RAP 8' x IC' x 2' 160 C.F. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL 2 I. 8" P.V,C. PIPE 13 l .F. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- 22. REMOVE EXISTING POWER POLE g STREET LIGHT 8 EA. MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- _23. GINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 21 REMOVE EXISTING A.C. PAVING 24. CONCRETE BACKFILL 7 C.Y. T• AT THE COMPLETION OF PAYING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- 25. REMOVAL OF EXISTING CURES AND GUTTER 1080 L.F. IKV7�_� -IT,��vv�•�/ �mT �>t � NEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 2!o REMOVAL, OF EXISTING A.C.PAVEMENT 2b, 680 S.F. i �d( � �T�QQ+} �. (�T1Q/Y�T��� ) V� ► I��e CC.• GRADATION OF ASPHALT SURFACING. 27 2-1 Z.G.P. , 9= IC500 24 L.F. m V �� J� y J�V �'I�� �► ��`' I►�1� �'� Imo' 0 t H 7Y (7 1, S. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. (� 2g �,tTZEET T7ZEE5 'Z� Ef1• • A J I` I��, ✓,x,,11 , K LOX IOI_IJ �/� ��A G�' ^ I�I11 �,y /' � �� THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- GRADERe m)zmK& AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A • {� Jll�� c L �Jp �IiO����UI I"( / ;)' � Vt- D�� �II � �I•�� i t ��y�wU �D�OII I�V1G\J� O� QUALITY BETTER THAN THE NATIVE MATERIAL. • 7 Y" -'y�"" �(�-�� !vim TD >ilTs E1 LIbT`� Imo . �JCiC'���J� i✓/,vr- 9. 1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERILANT REGISTERED BY • J � I ��-t�� �1�� U + I, • i ✓ 1,(� { D �Ll�l b� �. THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- 1U F-TMJrJ_\q1, 1TURER S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAYING. � vnuTY , • 11�n � �TN1 � IiL [- G 10• ESTIMATE OF DEVELOPER. THE ACNTITIES IS DED YEENGINEER RHCONVENIENCE OF THE CONTRACTOR SHALLMAKEHISOWNDETERMINATIONOFCONSTRUCTIONQUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPEC]-CN �7REC>- s)r 6Kv aJ11 FICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE R/W ` ��,� OTHER ITEMS OF WORK. 6�' �w R/w 6o R/w �UT��1 Ml,Y1�1I�z�r'1,nnIJ�(I�N �l> >cj(�CGr �� i ►�. 44 !1 ' 12' 36, !2' J" � ' ' �,1"� L 9 My �56 yvtV 1 1 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE. 05 4 c'.5, 22� ZZ' � GI�DN� THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. MW. 18' 18� 7.5 4 0.5' 2, lo' l0' r0' 10' 2' ' MIN. 12. ALL SEWER. WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- ADJACENT GRADE 2 10.7' 5.3 5.3 )Q,7 2 1NGS SHALL BE CONSTRUCTED PRIOR TO PAYING. (SEE GRADING PLAN)- ADJACENT GRADE ADJACENT GRADE / 13. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE 0.30 0.23 0 �� ADJACENT II _ -- %a'PER _ (SEE GRADING PLAN) 0 29' SEE GRADING PLAN} CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE. FT. LEVEL \ \ a'PER FT - - -� %4"PER FT. I „ - STEVE ANALYSIS LINE _ ER FT q� - r AND SAND EQUIVALENT OF AGGREGATE BASE. SIC.F, 8"C,F. LEVEL __ LI E �4 P • /�l/l� sT- 11 w-✓ 7J To FCi rWfmUv IJL 1 CONST, SIDEWALK ?; "C.F. a C.F. , cey cST� q� *60I 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE � •..r CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE PER STD. No. 310 4J i (CONST. SiDEWALOCONST. 3 '' A.C. PAVEMENT �4 • > w ✓G TJ i�T f✓- J 1�y� REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR I, 7 OVER 4" AGG. BASE.- _ 7 OVER 4" AGG.BASEMENT PER STD. ND.310 r� IwU� APPROVAL. CONS�)PERTSTD. NO, GUTTER ; CONST. P.G.C. CURB GUTTER pi��'/JI[t7, 15. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL B CON- T. - .I' 7O CHICKASAW ROAD ARAPAHO ROAD �/PER STD. NO. 303-�� • �,p�q��� MIX'r' ,,\\��� � r� � � S')t,w fv► TF STRUCTED AT EACH INTERSECTION. E ON TYPICAL LEVEL STREET SECTION T.I.= s CHOCTAW PLACE., ARAPAHO RD � CHEROKEE ROAD � ,(�fw ���Jv� �\��IC/ ��J ^ Jl�}� 16. CONTRACTOR SMALL CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. R = 70 - _ T>6 crry 1Nq�cr-, PROVIDED FOR CONVENIENCE ARE THE FOLLOWINGt SCALE HpRIZ. I" = 10' VERT. I" = 3' TYPICAL LEVEL STREET SECTION Tw_11w A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT SCALE HORIZ. 1"= 10' VERT. I"= 3' MR. BOB STALLINGS (213) 969-2718 C7� 1�•' IvJ/, FOR BASE LINE ROAD CONSTRUCTION I • B•_P6 �� � FOR EUNDERGROUND RAL NSERV/ 422-4132 CE , oll OF rA C. SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 2191 E. BIRCH STREET (714)529-7070 BREA, CA. 92621 '1/Z1'DII 221�D11 D. CUCAMONGA COUNTY WATER DISTRICT (71 4) 907-2591 9641 SAN BERNARDINO ROAD �01 -L2 lol�o'I � ryj!�i) tol�o� RANCHO CUCAMONGA. CA. 91730 JNrry_9"(_ E. METROPOLITAN WATER DISTRICT (714)593-7474 U �I I � Fvo P.O.ANGELES.5415CA. 90054 019 700.32 O Gd SThiv � lal o LOS F. PACIFIC TELEPHONE COMPANY (714) 999-5639 lam,L06 4,b lo"a;o- 17 ,) n 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE b Xb qqPLACED UNTILL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTAL�.ED, ( ,a"'IDXMI ).1b CJ �1 1I�` i C I CT`t�'i ALL ON -SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED AND ALL 7 , � IsTJ),1� c( �� UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF T'KE CITY ENGINEER. SHEET N0. �E'I'��TO. - - crux ( I;�cJ� 0 0 �i7�ET 7 �� wTwl su WAC 5f?JG _pff�C_w Lu 39 38 37 36 35 34 33 32 31 30 29 27 26 25 24 3 22 I' = 70 Gfy Allf� V�ST� w� lktoy I �Jr� I38 'IOI,UIIC��j SHE T N0. 571-r)q)t 3;E�c-napj mwotm Ak^Le STIVt o1 Amb � Ivu eUM I f- ♦`�1+ ROAD-­01I.- - -- vx' ,�1� ��X ~C�Tf� �f�lV �� SI S ✓E7 � OK _ 21 SEE f 52 OD � � 1C > et,Yvl � T �'6AU- 0 40 1_alto,G NO 6 '� I G� I�- I� 1 �� a is l � 40 41 42 43 44 I 45 46 47 20 i 48 / 49 0 51 Q. 53 Iz F. 19 �f 5�'Mr1 tT R vim: df (�D9cf +E MAN ctym:._ C,0)' cc11" 118/89 59 � 5 4 � � � 0 67 66 65 64 63 62 61 I 60 - �Ej�(Cffi�f�Qf�fi DESCRIPTION OF REVISION ..ATE AP R. S H E T N0. � 18 RAMCh(d 3 GI T y' 6F 1F"6g0 CUCA/`10A/GA A.H.0155 i- 3 - 58 57 56 55 W 6urAMOA16A �h FOU D r C1" w - ~� . ,� �SE� TOPaF ,, ti CITY OF RANCHO CUCAMONGA w SHEET 0 �•- \ t W cu��3 Ar sdcrT<1 Eno vRi✓Ew,4Y -•.-_ -•--_y-�'.,R- _ 1C-II • W eN A✓FSr 61DE or EA6r AIrE /nI ST EST �'R,,VEMF.JT ANS S�T� F??arvrq=- GTE- co. ��. 5durh' GENERAL NOTES, .,UIVSTrtJCTIU�► NOTES, TYPICAL 10 SEE SHEETS 7 6 l,i OF 6aiVHtT AIDE, SECTIONS, ESTIMATE OF QUANTITIES BENCH MARKS , / FOR STORM DRAINDI:TAIL3. VICINITY MAP, INDEX MAP AND MISC. DETAILS ' Q X14 �Fk1d FLAY= X449.l9 I 2 3 4 5 6 7 8 I I / 12 13 14 15 16 17 -- -_;F 0 TRACT 12870 I 3 xlk CONTRACTOR' S RESPONSIBILITY FOR SAFETY (� pA n �� IN SUBMITTING A BID FOR 'HIS WORK. THE (.ON WTOR AGREES THAT HE SHALL APPROVED BY Q ,� ` ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CITY ENGINEER DATE _� • . Or• c"2397 THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL R C.E 2 INDEX MAP ✓1,-ror41A PERSONS AND PROPERTYt ;HAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY DES GN SCALE. I"= 200' ASSOC I nT ED ENGINEERS RECOMMENDED AND NOT BE LIMITED TO NORMAL WGRKTNG HOURSr AND THAT THE CONTRACTOR R.R,O, 316 EAST E STREET 1� 1448SHALL DEFEND, INDEMNIFY AND HOLD =HE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE DRAWN P .O. BOX 9419 PERFORMANCE WORK ON ARIG. CA. 91761 SHEET _V I C i N I TY MAP FROMNFHPROJECT, N HESOLENEGLIGENCEOF THEOWNERFORETHEENGINEERABILI TY ARIS►NG ONTA.P. (714) 986-5818 LF1 �. CHECKED �►�i r R.C.E.3G9zto DRWG. NO. 3-3 8Y EkP.6./so/!1 84-218 � . 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