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HomeMy WebLinkAbout654 GENERAL DOTES CHURCH AVE. _ CONSTRucrION NOTES 4r 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE 58 ESTI MATEC> QU ANT IT I ES COUNTY OF SAN BERNARDINO. CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE 45 44 43 42 41 40 30 38 n 36 35 34 3s 32 31 30 z ITEM DESCfZIPTIOIV TOTL�.L. UNIT TO THESE STANDARD SPECIFICATIONS. 57 � 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 & 303A SHALL BE CONSTRUCTED AT EACH 56 47 20 LJ 0.2' AC. PAVEMENT OVER 0.5' GLASS 11 ACE)GREGdTE E54►SE 27,148.80 S.F. INTERSECTION. 4Qo.2' A.G. PAVEMENT OVER 035' GLASS 3L A(5e REGATE 13ta,45E 3011=)6G S.F. 55 48 16 17 18 19 20 21 22 23 24 25 26 27 a-- f2" PG.C..CURB * GUTTER PER S70 11S 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VA',VES, 40 a 8"PC.C.CUR15 4 GUTTER PER STD IIS 4,294.8V.6 L.F. HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AS �- 6" PC.C. CU RFES t, GUTTER PER ST01 I Inc I,-7 l a1 Ifo 1.-••F. REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. 53 50 14 13 12 11 16 17 18 19 20 21 F21 a 12"PC.C. CURB ONLY (TRANSITION FROM 12- TO 8"C.F.)1 15 ' 52 51 24 90--- 8`PC.C. CURM ONLY ISG.73 LF 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN PC.C.. CURB ONLY (TRANSITION FROM S- TOG'-C.F.) 125. L.F. CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS, WILL BE THE RESPONSIBILITY 282 25 d 11 PC.C. SI DEWAL.K PER STD NS 109 (TYPE "IS- ) 1'.`,S3 I .S? S.F. OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. a P.C.C. SIDEWALK PER STD. Ne IOcj (Tl'PE "C" � 6,52 ."72 S.F 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE 1 2 S 4 5 6 7 0 9 10 15 32 3127 13 P•C.C. SIDEWALK RAMP PER STD I 1 REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED O SIDEWALK TRANSITION PER STD. 110 B SPECIFICATION. 00000 33 iS SI I�EWALK TRANSITION PER STiD. 110 B MODI F) E1D 76 11 12 19 14 a PC.C. GROSS GUTTER 14 SPAN 0REL. PER STC> 1 19 2 320.48 S.F, 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 62 81 34 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 75 11a--- PC.G . D4ZIVEW,L�Y APPROACH PER STD. 128 11.400 S.F. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I 3g 18 A.C. DI KE PEFZ STD. 11-7 15 L.F. t 74 10 7 19 STREET NAME MAR�GER PER STD. N9 303 $ 30�ScZ S EA. 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. Z 9 8 36 W MA.IZKERS W/IZEFL.ECTOFZS PER STD. NIP 304 3 EL6. 73 64 �,,� c S . A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY 6 �Y BNRRIC.ADE PER STD. N - 30S I EA• ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. uJ 72 65 57 3 4 39 4144 ADJUST M/SN HOLE TO GR dDE 10 irA. d 71 66 56 5 38 ®-- ADJUST WATER VALVE TO GF?,�t7E 13 EA. 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. 45: 24" R.C.P. 1350-D 58 L•F �- 5611 R.C.P. 1350-D 219 L.F. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK - 3 70 67 2 TO THE PLAN GRADES. I LQ & CATC H BAST N TYPE !,. PER STD. 20G 4 20G A 2 EA. 69 68 54 1 55 54 53 52 51 50 Z p= �- TRAPEZOI DAL GHA,N NEL CLASS 8 CON CRETE 47 ? SCALE I 2Cb PER DET/.�1L ,SHEET 4 2,$O L...F. 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR _ OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN \ W C T 18 PAVEM!✓NT REMOV,&L I,RAMONA 13,53 S.F. 0.10 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL STAKES 58 5960 61 82 163 64 6 0 2' A.C.. F,NVEM ENT OVER 0.4'CLASS 1E ,4�C-36RE-GATE F3� 'SB;T-f9 S.F MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR 49 50 51 52 53 19 17 56 CURB CUTOFF WL1L_L_ PER STD. iV4 12, 1 1=d. TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRAPE BY INSPECTION PERSONNEL. G01�1G. BLK. WALL PER ST(� SOI 103 L.F. 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR 1 48 35 34 33 20 16 TO PAVING. T 47 21 3 15 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO -COUNTY. A WRITTEN REPORT 46 olp 22 WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF 37 31 14 THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 45 23 38 30 5 13 d 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER Z 44 5 2412 OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED 39 29TO VERIFY: 2 d 43V 25 11 Fr_sTURE (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. i 42 41 27 2610 R/W Ft5`R GON I EXIST +T. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. �- 4 -d- TF�fATFIER 2'MI �� ;Z/w 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- ST sp 9 GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 33OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE 1 2 3 4 5 6 7 e��a MATERIAL. THE SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL tt , BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR tos tt' 11' tl' 11' tOs' TO PAVING. j 4' 10' 10' LIMITS of Z r 4' `.\` - + r ex1s7-tw'r. - EXIST. 2 I 1Co. AT THE GOMPL.ETION OF ROUGH eRADING A MATERIALS REPORT ANp T11E PROPC��7=D INDEX MAP ? O cR NE" p STRLX✓TUR�L SECTION SHA<~L BE $USM I-TTED BY Zl-�E "TRACT ENGINEER TO THE 14. 1 I'1 , --- LEVEL UNE 1 SUBDIVISION SEGTtON OF THE SAN BERNARDINO Q'�UNTY TR/�NSPORT�TION Dt✓- hh.RTMENT F'OR REVIEW EVL�.LUL�TION . A.PPROVL�L_ VVILI_BE �-,1vEN WHEN AL.L T __ Z. STRUGTURL�L. SECTION RE-QUE: IREMNTS H,d,VE BEEN MET. - /- _ o� e.c.crE. j I I 1 I R/w SO' TYP I CA L_ SECT I O N 2S' 25' , I -�-� _,r6 r � - I -� :L RAMONA AVENUE � RAW mss' IZs' .s' .s` 12s' mss' � asl ' F� B � 2S' 1' I S' 18' -), l fill:oil 1t 0.44' LEVEL U N E Y9rsl- IN 07o.t. Z Eoch way 022' - `ath face$ I /V *4 /Z PR0.IEC.T J W w w 12 - ---- - - 12 r -� z a /d 2.090 -�- 646VATlON -. L_ ._J z w w Ww P E RL1TE CT. (S.) P ERLITE CT. (N.),� R/W d a Rtiv A j SECT/ON Al A 36' X30' �O 9 STAFPdRd 30' I 30' STREET /. 11rAA0W'4Z _441ALZ Z t aV_17RZILTEO to.s 12.5 5.5 5.5 12.5' 10.5' I•S' to-S, 12.5' S.S' S.5' tZ.S 10•S' lS' I I 0, CLASS A COrvGRETE. I I ALL EXPOSED COr?iV/E 5 I � I /Q �r5 TO OUNO egc�J, Z G . A /,p V Y4! F00 '1-1LL BOULEv'aRD LINE LELLINE 8E I14CA0WAL L - o o/ Co 35 35 6 II SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR VICINITY MAP t-EyEL 11 TI L.T Contractor agrees that he shall assume sole and NOT TO S(--AL-E- TEAK WAY ✓ G-rAFFORO S'TRES-r complete responsibility for job site conditions NORWICK STREE.T,- during the course of construction of this Project, including safety of all persons and property; r' that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and Qi hold the Owner and the Engineer harmless from -rY P I c.&. L. SEC.-ri O N S any and all liability, real or alleged, in connec- ' No-r TO tion with the performance of work on this Project,., excepting for liability arising from the sole negligence of the Owner or the Engineer . cva P. -6 /1, A K if. elAlfCyOG SPC E 22827 Q4TE BENCH MARK NO. 1 - 10 . ELEV. 1204.105 � - � FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS 'At. 0 NO. Location: Plans prepared under the supervision of: ROAD DEPARTMENT TITLE SHEET , ESTI MATED ROAD NO. DESIGNED er DRAWN BY CHECKED QUANTITIES TYPICAL. APPROVED 8Y � ' PK" NAIL IN CENTER OF WINGWALL 15' SOUTH // /77 IZ1. MDQ J.�L SECTIONS #WI NDEYC MAP FILE N0. OF TURNER OF END HEADWALL. WEST SIDEQl0 SUBMITTED 1Y C D E ASST COUNTY ENGR-ROADS DATE . NO, R AVENUE AND SOUTH SIDE OF FOOTHILL BLVD. �.1 k R. Cflarcflol Date 2 PRCFIL_ES ON TEAK/PERLITE 1•IG•?� RECOMMENDED/APPROVE[ er IDS . E. 22827 I link STRUCTURAL. SECT_I_ONS -2 of fa14FtK REVISION APPR AT AssT ROAD wlssloNER-E R D11TE COUNTY ENGINEER TRACT NO. 9422-' 1 SHEET JN I10-0250- l . �. ' • � °t _ _ - _ - _. ___. _ ._ :: ..._ •f' 3ir `� ` r E � ? .�1 Iy N I Z � _ , N � (SC CZ � G'�'C•���'I; f 6a' o 0 � � � E � � I _<._. ._ .. .. .i...ay. �. i .. _ __ � -t. ..1 .i. ii I I i : ... -- .. I � � �� .. - : �� i � I�• �' � � I � p ,� _ � } . t� :� is . _.� ,� _� _�.. }_ ., iw � Z � p CU .., . , .._._�.._.. 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