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HomeMy WebLinkAbout723-3 CONSTRUCTIONNOTES. O7 CONSTRUCr 4'AC OVER 6'CLASS 8 AGGR£GAIF BASE. P(�L CIL O2 CONSTRUCT 3'AC OVER 4'CLASS II AGGREGATE BASE. - XZ6' -tIA O3 CONSTRUCT 6'CURB ONLY PER COUNTY OF RIVERSIDE STD.204, TYPE T. �\ F1 fL 1 O4 CONSTRUCT 6.5'P.C.C. OVER 6'CLASS//AGGREGATE BASE. 10.3 75' 0 1 31 10375' 23' ( O5 CONSTRUCT 6'CURB&GUTTER PER COUNTY OF RIVERSIDE STD.200, 3 EXS17NG EDGE OF PAVEMENT. TYPE A-6" 5' 18' 2' 18' S'i SAWCUr AND REMOVE 1.5' 1.5' SAWCUT&REMOVE EXISTING © CONSTRUCT VALLEY GUTTER PER DETAIL ON SHEET G3(SIMILAR). PROPOSED 1-STORY BUILDING W/MEZZANINE PROPOSED 1-STORY BUILDING W/MEZZANINE ( ENSTTNG CURB AND GUTTER GUTTER FROM THIS POINT 14 2 f 2 EUSBNG GRADE P PER A.D.A.R£OUIREMfNTS&COUNTY FF M60 --- ------ --------- - -- NO l ANDARD /4 .'�• :.:: ��::.,'�.-,.:� .. .: -...-.. .-:..,.._. �------- _ .:.• .. .... .. ( ) INSTALL HANDICAP P LS ._FE 860 2 � 15 i SURFACING � MAINTAIN PROPER FLOW ELEVATIONS Of RIVERSIDE ST --_ ..,�: .:......,..;• SEE TES AT TRANSITION PIS 3�. t 1 SIB" � EXISBNC ® ST SIGN PER ARCH PLAN B --r--'-- SURFACING O9 PAINT STRIPING&DIRECTIONAL ARROWS PER ARCH.PLANS 3 I 6 3 .^ I•` MIN - f0 PAINT HANDICAP STRIPING PER A.O.A.REOUIREMENTS AND DETAIL ON SHEET 3 AGGREGATE BASE el�: A � -` O m SECTION A A , (SEE NOTES) -°` 11 PAINT 2-4'WIDE WHITE STRIPE 2 FT.APART(TRAMC-BEARING) R 21 PC NIS PA I �i\// ///\/////%// / �\�/ / //%\//i\� 12 CONSTRUCT P.CC.DRIVEWAY PER COUNTY OF RIVERSIDE STD.NO..207 ; I( 23256' I CLASS B•CONCRETE. \'\\ SAWCUT,DEMOLISH AND REMOVE EXIS77NG GONG. CURB&GUTTER m 13 CONS7RUCT 6'P.CC.SIDEWALK PER COUNTY OF RIVERSIDE STD.400,401&402 z FL V-GUTTER DETAIL O 20' 10' 1 20' 144.5' 4706 ' O� NT.S 14 CONSTRUCT 4'P.CC.SIDEWALK WITH 4'X 4'WELDED WIRE MESH REINF.(0.04) '> O/ SIA/. 15 SAWCUT AND REMOVE EXIS77NG CURB&GUTTER. CONSTRUCT VALLEY GUTTER i I PROPOSED 1-STURY BUILDING W/MEZZANINE PER DETAIL ON SHEET GJ M/NTHORN I STREET 6' I EXISTING GRADE �% BUILDING P P STEEL COVER DOCK FOUNDATION 16 C0NS7RUCT ACCESS RAMP PER COUNTY OF RIVERSIDE STD.NO.. 402 13 D£IENTIOW :... . .. ..... ,._ _ - ---- ---- - f7 CONS7RUCT 8'P.C.C. CHANNEL DRAIN WITH GRATING(NDS IBM OR EQUIV.) FF 6860 r BASIN : f INLET PER DETAIL ON SHEET G3 _610 PVC sEs>cnDN e) -------- -- , E 18 CONSTRUCT 4 FT.X 4 FT.SUMP PUMP VAULT(P.C.C.) �j SECTION B B I I !tt °r: 8' - SUMP PUMP VAULT -- - - 19 INSTALL STORM-W47ER SUMP PUMP NTS I /\/\/ I SUMP PUMP 20 CONSTRUCT CATCH BASIN/CURB INLET PER COUNTY OF RIVERSIDE STD.NO.300 PA 210 UNDERGROUND DISCHARGE 21 CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS(SEPARA7E PERMIT). \ R£INF.CONK TRENCH DRAIN L_ -J t'? PIPE TO RETENTION BASIN.SEE INSTALL 42'GUARDRAIL PER ARCHITECTS PLANS \ 10' L 20' P/L .' `�' SUMP PUMP MFR'S SPECS W7TIN 6'-7HK WALL AND FLOOR./ REGARDING GATE VALVES AND 11 CONSTRUCT SCREEN WALL PER ARCHTS PLANS(SEPARATE PERMIT) 0.25' 8'INOTH(CLEAR)X 11"DEPTH\ M/N1HL7RN STREET PROPOSED �,< ,, { } CHECK VALVES AND fLECIRICAL 6' 4' 4' 4.5' 6.25' S' �- (CLEAR) �/ 1© CONSTRUCT 6'P.C.C.SLAB WITH 4X4 WELDED WIRE MESH REINF.(004) BUILDING �' EX.BLDG. \ \ \ CONNECTIONS fXISDNG CONK \\/\\/\\/\\ / /\\/\\ 24 CONSTRUCT TRASH ENCLOSURE PER ARCHTS PLANS CURB,GUTTER 13 ?� /i./ / / // // // BLOCKS OR BRICKS UNDER PUMP AND AC PAVEMENT DE TIE ASIN 68.6 F.F. a 95x COMPACTED SUBGRAOf \ \\ \\ \\ \ O a O o AS SETTLING BASIN.SEE MFRS SPECS 15 CONS7RUCT VEHICULAR SLIDING GATE PER ARCHT'S PLANS PER 7E DESIGN 41 - _(70.7)F.F- i//��/ //\//\//\//\//\ O 29 2% 1�MIN. \\/\\/\\/\\/\\/\\/\ ti. 26 CONSTRUCT 4'P.C.C.STEP-OUT(SEE SIMILAR DETAIL ON SECTION f-F) 62.2 j 1 ! %'�i� ---- n T J i,v; J /�//�•/�\//\\//\\//\\ .. • .. 2© INSTALL 2'0 PVC(SCHED 40)PIPE(FROM SUMP PUMP) aAna STRUCTURAL // // / m D • '6 28 INSTALL 8'0 PVC STORM-WRIER DRAIN PIPE o PLAN SECTION C-C FOR DETAILS P/L SECTION D-D TRENCH DRAIN I SUMP PUMP VAULT SECTION DETAIL z9 CONS7RUCT S70NE RIP-RAP(15-LB STONE WITH CEMENT GROUT) m NTS I NTS 17 ® PAINT NO PARKING'STRIPING FOR SLIDING GATE CLEARANCE 10' 20 N.T.S 31 INSTALL 6 8(4 FT.EXPOSED)STEEL BOLLARDS WITH YELLOWABLACK SNIPING M/NTHORN STREET 6' 4' 3 4' 4' 4' S' PROPOSED O U 32 INSTALL BLUE REFLECTOR AS FIRE HYDRANT LOCATOR EXISTING CONC. I BUILDING 3© CONSTRUCT 42"-HIGH DECORATIVE FENC£/RAIUNG PER ARCHITECTS PLANS pt� CURB,GUTTER 13 1�OF AND AC PAVEMENT I BASIN 2j 68.6 F.F. 39 CONSTRUCT CURB OUTLET PER COUNTY OF RIVERSIDE STD.NO.308; W=2 FT. 2% 2% 19 4• 66.02 1 7 BOT. A �� A.0A HANDICAP PARKING SIGN GUARDRAIL PER 2 'k� '. � ' REFER 70 STRUCTURAL ZERO CURB 9'-O'MIN. FOUNDATION PLAN F 6 FT ARCNrs PLANS SECTION E-E FOR D£raas CONCRETE CURB nv +Tw ,Z9IY. a LANDSCAPING PER OF STALL LANDSCAPE PLANS FRB NTS E0. E0. 25 25 RETAINING WALL PER `D Id?V P STRUCTURAL PLANS ' 22 (PER SEPARATE PERMN) 11 2R,NON P�•t� PAINT(2)COATS I 22 LI /�j ti,\���✓,��j��i,/yj P TRAFFIC BEARING BLUE PAINT STRIPING(2)COA \ 4'WIDE STRIPING, TYP TRAFFIC BEARING BLUE PC C MUCK RAMP y �y��}\���j�j��i y����v`: * SLIDING GA IF POCKET AGC BASE AND RETNF. x^ x PER SOILS REPORT ����T ������� �������T TRASH TRASH RECOMMENDATION '."��' ��i��i ��j�����j�/�'��j A ...' ��� j����� °� r-6• 1-4' 6' 1' L5' 6' 1' ENCLOSURE ENCLOSURE BACKGROUND PAINT A.D.A.PARKING SYMBOL (2)GO S IRAff1C PAINT(2)COA75 WHIIf �i 1T i f[7 BEARING BLUE BEAD RERECTTVE PAINT 26 3 3 2R Ls 23 23 2 ALIGN WITH END OF STALL STRIPING .. � �� �.:.' t'• `V ... \\\' • u:. SECTIONH-H �„ HANDICAP STRIPING NOT R N.T.S NTS PAINT WITH(2)COATS TRAFFIC BEARING PAINT,DRY B EMEEN COA75 SECTION F-F SECTION G-G 'A N.T.S. N.T.S 6 UNAUTHORIZED CHANGES&USES � PAINTED ACCESSIBLE PARKING EMBLEM CAUTION., THE ENONEER PREPARING THESE PLANS IWLL NOT BE RESPONSIBLE FOR,OR LIABLE FOR, 10 UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANCES TO THE PLANS MUST BE IN NTS Under round Service Alert ORI77NG AND MUST BE APPROVED BY THE PREPAR£R OF THESE PLANS /T IS A REQUIREMENT OF THESE PLANS THAT ALL IW7RK DEPICTED HEREON SHALL BE STAKED BY NOTE Y NOTICE TO CONTRACTOR A LICENSED LAND SURVEYOR AS DEFINED BY THE STATE OF CALIFORNIA FAILURE 70 COMPLY REFER TO THE GE07ECHNICAL SOILS REPORT FOR 17EMS Call: TOLL FREE WITH THIS REQUIREMENT WILL RESULT/N THE CONTRACTOR BEING HELD FULLY LIABLE FOR ANY CONCERNING THE 577E PR£PARA(7/ON AND CONSTRUCTION O� CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION ERROUS IN THE DESIGN AND CONSTRUCTION OF THE IMPROVEMENTS FLOOR SLABS;CONK WALKWAYS N AND AC ST R PAVEMENT, .�-$oo PRACTICEx COIISNUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE AGGREGATE BASE RETAINING WALLS,SCREEN WALLS;ETC RESPONS/BIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF COVSIRUC77ON OF THE PROJECT, BY WYIRKING FROM THESE PLANS THE COMRACTOt AND HIS SUBCONTRACTORS ACKNOWLEDGE 227-2600 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY THAT THEY HAVE RENEWED THESE PLANS THROUGHLY AND UNDERSTAND THE DESIGN INTENT CON77NUOUSLY AND NOT RE UM17ED TO NORMAL WORKING HOURS,AND CONSTRUCTION CONTRACTOR IMPLIED BY THE PLANS THE COVIRACTOR FURTHER ACKNOWLEDGES THAT ONLY QUALIFIED FIELD FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL PERSONNEL OF THE CONTRACTOR AND SUBCONTRACTOR ARE TO BE U77UZED IN IMPLEMENTING TWO WORKING DAYS BEFORE YOU DIG LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, THE ENGINEERS DESIGN INTENT. FURTHER THE CONTRACTOR ACKNOWLEDGES THAT HIS RETD EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL PERSONNEL FULLY UNDERSTAND THE DESIGN INTENT OF THESE PLANS "ID No.833C332486 \ MARK REVISIONS A P P R. DATE AP ATE CONDITIONS OF DEVELOPMENT AND/OR PLANS HAVE BEEN REVIEWED FOR ECITY AND ESTATE PREPARED UNDER THE SUPERVISION OF: e o CITY OFLAKE ELSINORE SHEET G3 ROFESS/ LAWS AND A PERMIT CAN BE ISSUED. l/ 1 , �2�",FJ�`j µ Sq'Y0 ell. PRECISE GRADING PLAN 4 KURT M.SAXON DATE �^ W No. aatao SECTIONS AND DETAILS of R.C.E.N0:44180 EXP.DATE:613 012 0 0 5 E„o''/-/5 A SCALE: AS NOTED BENCH MARK: SHEETS . 'c SAXONENGINEERING SERVICES Pa r�EELsmoxEmD Bh-cb L KEN A. SEUMALO, RCE No. 56915 DATE yT clvl� rP B.M.B-95-55 Parce/24Mint6ornS4&Birc6St FILE No. N CITY ENGINEER RA,SUITEA-2,SAN CLEAIENTE,CA 92673 FOFCAL% LYXL/fR AVE AND 3RD SL r ..:,....� � 1030 CALLS SOhl6 ,.,z. ,, �o r APN:377-151 04 6