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HomeMy WebLinkAbout579r ESTIMATE OF QUANTITIES 4 GENERAL NOTES 3 OESCRI PTiOht QUANTITYIRNO 1. ALL WORK SMALL. BE DOVE IN ACCORDANCE wrni THESE PLAITS AND TILE SAN 13EIMARDTNO COITh'TY STANDARDS AND SPECIFICATIONS.AC_ O.C. PVMT.682 5.F 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO.' 303AND 303A SHALL 131 A C. PVMT 98,674 S.F CONSTRUCTED AT EACH INTERSECTION. 8" GONG. CuRt3 E GUTTER 521 L.F. G' 00WC GLIRIJ 4 GLITTER 5 389 L.F. 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITftINGONG. CROSS GLITTER 2,3'70 3.F THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS t;ANG. Si OEWAI_K 5•t= TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN CO N C St,pEWALK RL1,M P 42o S.F. BERNARDINO COUNTY ROAD DEPARTMENT. 5TR EET_Ma R t iER 5 EA A.G. PVMT. VARIABLE THICKw1ESS CAP 8,600 S.F. t0 ti It>S t; i5 to 1'7 Id 19 to gt 22 t3 24 SEE OEt` Ar LE> 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING FOR WALL CON >REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONSfo• To a' CONC. CURB ONLY T2ANSITIoN 126 L.F. OVER R.C. BOx Q WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COM-6' CO tG. GURA ONLY 6 J L.F. PLIANCE WITH ORDINANCE NO. 815. COWC. DRIVEWAY APPROACH 13,221 S.F. REMoy+E E)CISTING A.C. BERM 5_21 L.F. Er-FEW ST w~ CONC. BLk WALL 4 SIDEWALK.WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE IIRIVEWAY CC IJSTRUC S.AWCUT EXIST N A.C. PVMT. r'•+ 1 + 1' --. TION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARDAAt52lL.F.t..F. 8 SHEET 5 Ott Q ' DRAWING NO. 128 AND RELATED SPECIFICATIONS. CONST. CORK• BLK PE;r5iC3+-t5 2 EA. d3 WALL PeR PET A 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITHC`R:Z. EL_k- tin PER STD. 3O1 4L5 L-F. 7 tEt 9187 5O d9Ui cOwST- CONC. OLILQET THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CC 8`t: S REEK E RET. WAL_t_ PER DETAILL "A" 27 LF d St 82 3t WALL Ptd DEI""t3' RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH C,-N-C 6+ SCREEN+ E RET. WALL_ PER OF-TA(L "e" SO L.F. W Q 27 I FACILITIES ARE SHOWN ON THESE PLANS. C t3 K E'C+?EEN 4 QET. WALL PER DETAIL "C" 90 L.F. B4 26 i Fs3 Q COtl5T CO1;tC.BL.K.Z Z p QET• WALL R 'I. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INS'T'ALLED. C+W as 1 8. A PERMIT WILL BE REQUIRED FROM THE SANBERNARDINO COUNTY ROAD DEPARTMENT PRIOR lri5 TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THEIR EASEMENTS OR RIGHT OF WAY. 04 Ge 3 A w s-r Be eo e1 8 r s0JI42 9. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CCNSISTS OF A ROCK N MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE A Q' f4 ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE es d GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE: MATERIAL. STAFFORDO I 43W=` f I ObiPLETION OF ROUGH GRADING A MATERIST. Sg--:s 5..- i•,a .x-,P?x .--...rx#,ir.,.3 rzri.-;mm., f .. ...-.. 4 F.,..,i _ :,.. - _ ..: >. • - a._- I s,d` -..,....+.•-' .:.:, _. Y.:...'` __.-:.5. ,-..,..e '. ..-.^>. - 3-gi ..,, _amu .7. _:.,Af. jSNEETURALSECSUBMITTEACTENGINEER O THE SUBDIVISIONtO31 BEe.+CO K T 7r.- : OEwAL c SECTION OF T1i DINO PARTMEiti'T FOR REVIEW AND EVALUATIONcolics V. • a .;: BLOGIc vt ALt_ LL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUI w`:_.--' .-r#a txv` .y, _},y,,r-•^.s -•vaz-'tet'.' s_ +° t- .. '- 3.., r'-. rt= tYY.•;+1!In,,,-'. SHALL BE SET BY2W67lI. .SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, A #` W V W THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE EDGE OF PAVEt, s ts.. Q TY to6 67 W Q m MENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION Ah'D AT NOT MORE 117P G1= W'-' THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL T CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT 1 CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. Lei- e4 SAN RNARDI NO ROAD I2. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO C01- wyo To sue t t -- .. BE STRUCT THE WORK TO THE PLAN GRADES. R.G.gO f Q B" SHEET 110. 2 ip grALL PER WALL. PER t. 4` O Z Q.C.$ vew STD. 8O1 8TD. 90t a 13. ALL SEWER, WATER, AND GAS MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH OETA 1 L i` }' Ss 4r r 3 tie bars a 12" O.C. EX MAP INDIVIDUAL LOT PRIOR TO PAVING. prlMrlx CtE+r' SCALE I" = 100'14. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CON-49' j TRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS WALL WDLL OR DETERMINATIONS COMPLETED TO VERIFY, a38A 25 1 I ---. 1 FTG._ L__ G u-SECTION 8'8 CONSTRUCTION NOTES A. STABILITY, OIL CONTENT AND STEVE ANALYSIS OF ASPHALT WALL AU. 3 Ba¢5 I SURFACING43BARS '7i 3 BARS C 12"s : SECTION C•-G s B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE G„r trr CONSTRUCT OVER BASES.a t CON 2 5 A C PVMT 5"CL >S a B c tt., • , :.,,> e CONSTRUCT 2.5' A.C. PVMT OVER 4" CL. IZ A.A. AASF a :-r - _ - a''~:; CO. STD DWG` II5 2 I li O CONSTRUCT 8" CURB & GUTTER PERSS.B.B C M a a'•::;.: EK, CONSTRUCT 6" CURB & GUTTER PER S.B. CO. STD. DWG. 116LL `°DE-MA I L OVER R C. BOX I I I CONSTRUCT CONCRETE CROSS GUTTER PER S.B. CO. STD. AWG. 119 6 CONSTRUCT CONCRETE SIDEWALK 4 THICK PER S.B. CO. STD. DWG. 1t3g G 15. COMPACTION TESTS, OF EMBANI 9FNT CONSTRUCTION, TRENCH BACKFILL, COMPACTING r rt? 1 I I ORIGINAL GROUND AND ALL SUBGRADES SMALL BE PERFORMED AT NO COST TO SAN I Eager f,nrs*-_' I 2 7 CONSTRUCT CONCRETE SIDEWALK RAMP PER S.B. CO. STD. DWG. 110A8IOCONSTRUCTSTREETMARKERPERS.B. CO. STD. DWG. 303A & 303 HERNARDINO COUNTY. A WRITTEN REPORT WITH TttESE COMPACTION TESTS SHALL BE 9 CONSTRUCT Go TO V COtQCI*ETE CURB OWL.Y -GRANS.SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROADODEPARTMENTFORAPPROVALPRIORTOPLACEMENTOFSUB-BASE BASE AND/OR SURFACING Oftow"''TDSTEEL &"GL N c V4' I 4~ SACK O CURB to CONSTRUCT W' CURB ONLY. ap 4 k D sae r pao s=eT r y If GOI.tSTRUCT CONC. SIDEWALK 4 T1 ICK PER S.t3. co. Gro. ow6. iO3 "B" ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATEr-T match Curti M 12 GOR15TRUGT GONG. BLV_ WALL PER S.B. CO.STD.DWG 301 16. OF QUANTITIES.f Face s t 13 CONSTRUCT CONC. SI DEWAL_K 4" THICK PER S.B. CO. STD. I A' 1 `, OUTLET DETAILAIL x(14) CAf. en2aCT GONG.BLK.WAL.L PE2 S.Q CO. STD.NO go, Mc PE2 17. NO PINK COLORED CONCRETE BLACK WILL BE ALI-*WEC3 TOW PUXCEO IM COIJSI PUC= L 2 s3"g tGd.LV s ps iv NQCt4Il5A_D PAQW-WAY 0GrAIL_IOIJ Or- C4RJCRET BLOCW_ WAL_L5. jp s 45 CAR1 ST2UCT CONC.. St DGWAL.K PEO AeC-1-I IHALO P4a V_W,&V CETA I. A c S- g,x iNt.E'C' CETA t t.. FACE ANGLE ANCHOR DETAIL PLAN 7p M PROFILE PROFILE 30pk OUTLET G tuRiNLET R. C. BOX C)SrA t LIS ARC H MAL.D T. cN W07 To SCALE AVE. Alt i. J' Ut. a R W R/W E 011 91W R/w1 SAN l3 ERNApINO RD. T.1. X60 s roe ' ARCH 16AL-D AVE. T. I. =7033, 7 t8' la' S'l2' 1' tg' t2'I l ' 22' 22' I l ' MAI_ ACH ITE AVE. HEMLOCK S•1- QT. 5.0 1 OS fo S 12.5 5 5 5 5" 12.5' 6.5' Q 5'5.5' 6 5' 12.5' S-5' S.5' l2.5' 6.5 6.5' x'3.5' , d` 6.5' 18' VARIES 6.5' 4' 0.5' P\/MT. FL1 URE LEUC ITE AVE.T I 6.0 Z Z Z_ 17`UNLE55 IMPR VEIVCE KLl15MAA1 AVE. T. 1.= 5.0 u 5 I CUT E FEATHER OTNE2WISE S 0 GW 0 I •,O.t7 " 12 = OvEc? EXi oT. SNOWhI 14: EFFEN ST. T. l, S.O 4TOQ57t/4_'f : 4 fFr LEVEL LINE t,/`ter. W I a w. 2.OZ.Os e a, y,tZ1E5 v4eies ttr T STAT=CORD ST. T:1.- X5.0 i"^" j- 4 • s •y,.+- mss 6 e _`.,+ n•"fi I TR YON T. e• e. .' REMOVE 17CI5T. d 2 4 6 6 2 13 ai ,A.G. BERM I?ilUtl 4 4 SEE PLAN 3 SAN BERNARDI NO ROACH TYPICAL SEC'T'ION 50' RtW TYPICAL SECr(ON 60' R/W TYPICAL SECTION 66 ' RIW v ai NOT TO SCALE NOT TO SCALE NOT TO SCALE 5' t__ tlVNEI E BLOCK VM4LL C3DttC tBt_K.WIltLLOCCURSSEE. PLAN FOR LIMIT 6 E USE 5T0 NQ 80i t3 p.MOD.) OR DET. SAN 6ERNARDlNOTYPE "A" SIDEWALK A. .. O2 ••C,. QO. X r a aan'ESt A M fV IT TO CONTRACTOR BENCH MARKTtalsee !r e a soca,on o any underground utilities or structures tth rn CONTRACTOR SKALL VERIF'T ALL b-' R OTi-ttt3. Y IVO.I t*tst ri an< a-e obta-r+ed by a search of available records To the best of 60 PENNY NAIL IN S. FACE dF u, st v*•ea.?e t-e awe no existing utilities except those shown on this CONDITIONS AND DIMENSIONS PALM TREE 7 ' WEST & 22 ' NORTH L%s^ T*e C,^,acto• rs •eculred to take all precautionary measures to pro- AND SHALL REPORT ALL DIS-INTERSECTION KLUSMAN AVE. W**3'e 4r s++,w*' and any other tines or structures not shown on these CREPANCIES TO THE ENGINEER L A.gC*J I SALQ AVE. v K esno-SVe to, the protection of, and any damage to these PRIOR TO THE COMMENCEMENT b SAN BERNARpINO ROAD. VICINITY MAPPARI+CW Y VICINITYZA E AIL aL-IL OF WORK.ELEV. 1226.51 NOT TO taCAt..ENOTTOSCALE NO- DATE REVISION APP. PREPARED IN THE OFFICE OF IMPROVEMENT PLANSFIELDBOOKREFERENCECOUNTYOFSANBERNARDINO W.0. NO.MAOOLE b ASSOCIATES INC.FOR 2O ' VGkL a ROAD DEPARTMENTCONSULTINGCivilENGINEERINGSr`'r roa ACA1TE AvE sur o a s C QE• r1GT. 2C-T. WALL PET SIM C. MOTE jn S TRACT Noe ROAD NO.26T-weal Wolt-5 sH,. 2 APPROVED. BY 17802 SKY PARK BOULEVARD eviSE u Ile Nuc ctt OESIGtJEt 8Y: J.L• t.A Acu:tE AvB.bur Q 5 15uoe2Cer Ci)I f C DRAWN t3Y a1.1.• w(7. NOIRVINE, CALIFORNIA 92714 e.00Eo SraucT.secTrOWS wre21o¢era. C 1 KPHONE714540-2066 5°''' ''D"`'' Qa FILE ev. t wol is w:eF- rJ 5r ss+ CNC-GKE17 ASST. ROAD COMM. EWGR. DATEtSeeSht. S Faa 9+88.46 10+•T1.4g 11,11 111114111111 1 REconn 9187 ITLE SHEET SHE OF51vtADOL4814oTENO. REVISIONS 8Y OATS • C011Nry Eu6taIEER QATEER.G.E. 1 J.N. 106 11', A i r I Jl• r Z 2• 90 D r Nr,,.. G- w = ® a1 A N '.., D 21- S« 1 r A m 01' Z m NOTE WA . L FOO' n KI a-• Z F O '' • O D O tJOT ro EitC20ACN -., 4% 0G) A N 11 11. 110 SIDEWALK nP, ( J) I NZ r G. Sr 4' O, S, I f 0 D * rAQ FOO p m y Z ° Z z° z° z z z a p lil A j ; III ;{.{ A ® to z r-=. D1 r i N HHHyyH-•- 33y ,, i Rl Z Z Ie I o mas off.. A A r- 7a i ; V 9 70 7 f 1 D O.." a ; 1 n Q- r p i> cc - O CCOCCO rv ' 10 1 .•;. x xa . 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D E I i W STRt tGTl1RE TO BE REMOVED SI-- • r t'- ri* t R + - r- O BY OTHERS 1 I t1) i j n t ', + t t rTT' h . t' . t„. _, r+ t. .. t. + t., I I , r . I t I 4 11 11. 1 a t' r+,.."- f{- +,. r. • t t' t! f ' rt' i tri. t• ht, 4T, ++, ,. 1. O !- I-_ j i'- ». I- 9 EXIST. PALM TREE TO BE I i" ' t• t• , M. rt s•+' . t• r, , t' f }} j, ++_ T 1. :. 1 t'+ ' r . + r-• REMOVED BY OTHERS ( TYPz i w. II r' y T` : lr+ Y'; 1T .-`',' f. 1. t.. +.. rr+• I IN 9 4- A26 6. C. 1?. 3, r. r... i. r „' F . I': rf. t, r' N 9t Al rr+. m rr• it• T1 1 + 1. 1TT t* l. r, s TT. ',:, rr^ r„ r_- , rT t- r.., ' T_- {• 0 r_' F X26 m r F a r. 62 I -.. I .[... .- - 4- _" I F I a E pET41 L o) - Y d I t. , - 4- . .., +._ . - -_. - . _... - -- _ tl,- -- _ ..--.+"- ,-, « a/ 12. 7. 110# 0C ` ti Z m 1 o nZ. P I I . 11, - r-- 1.., tr rrt_ h , . Al 2 9 m S) i i+' t+' ti' . j-,. 4. 1T, t.+- r T' t t! 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