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CAUTION NOTICE TO CONTRACTOR GRADING KEY NOTES: ® ® APPROXIMATE LIMIT OF DISTURBANCE(LOD) LEGEND: SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF —--— PROPERTY UNE I ,S SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS 01 AC PAVEMENT ® FUEL TANK SLAB PROPOSED CURB&GUTTER )K XXXX EX EXISTING SPOT ELEVATION AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE ---- LIMITS OF FULL DEPTH SAWCUT }(XXO(TP TOP OF PAVEMENT ELEVATION TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR QQ RAISED CONCRETE SIDEWALK WITH MONOLITHIC CURB ® CARWASH WATER RECIAIM SYSTEM )ROPRIATE UTIUTY COMPANY AT LEAST 14 DAYS BEFORE ANY -----xxx---- EXISTING CONTOUR y(X700(TC TOP ER CURB IUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE O REMOVE SECTION OF EXISTING CURB,GUTTER AND SIDEWALK.CONSTRUCT XXXX GT GUTTER r 3 CONCRETE SIDEWALK. %%% PROPOSED CONTOUR L NEW 35.0'WIDE DRIVEWAY.DRIVEWAY DESIGN TO BE MODIFIED FROM CITY }(XXXX GR GROUND THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY ® STANDARD PLAN 114 TO ALL0W FOR DRIVEWAY APR0N IN FRONT OF PROPOSED STORM DRAIN 4 CONCRETE CURB°A CURB" SIDEWALK.(TO MATCH EXISTING NON-CONTIGUOUS SIDEWALK CONDITION). y cI ICH CONNCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE )(k%XX FF FINISH FLOOR QS CONCRETE CURB AND GUTTER"LCURB" ® ADA RAMP �� GREASE TRAP )KXXXX SW SIDEWALK EXISTING CURB INLET TO BE MODIFIED.CONSTRUCT WITH GRATE FLUSH TO � $I BENCHMARK © STORMWATER TREATMENT BASIN ® NEW GUTTER FLOWLINE. • BOLLARD X)BOX TG TOP OF GRATE � CLEAN-OUT R. FLOWLINE MARK No.1017 WHICH IS A BRASS CAP SET IN THE TOP OF CURB 8.4 0 ® EXISTING FIRE HYDRANT TO BE RELOCATED APPROXIMATELY IS'EAST ALONG TRAFFlC/HANDICAP SIGN N DOUBLE CLEAN-OUT 24 THE BCR AT THE NORTHWEST CORNER OF STOCKTON STREET AND THE 7 CROSS GUTTER EAST HARNEY LANE.ORAS DIRECTED BYCITY.SEE UTILITY PLAN FOR DETIALS. o TS TOP OF CONCRETE SLAB DIRECTIONAL SIGN ® GAS METER BW BACK OF SIDEWALK OF MAGGIO CIRCLE. ELEVATION=43.01 FEET(NGVD 29)PER CATY OF O STORMWATER BASIN OVERFLOW STRUCTURE ® 24"X24'I.D.STORM DRAIN MANHOLE STRUCTURE ♦p ® WATER METER GB GRADE BREAK 9O 12"WIDE CURB OPENING ® CONTECH STORMFILTER WITH FILTER CARTRIDGE(STORMFILTER MANHOLE rti LIGHT POLE ® IRRIGATION METER SFMH48),(IV DROP) X� DRAINAGE SLOPE LJ FLOOD NOTE ® TRANSFORMER BUILDING UP LIGHTS ® MANHOLE AND DIRECTION CONNECT CANOPY COLUMN RAINWATER LEADER TO STORM DRAIN SYSTEM. TE MAP NUMBER IS DESIGNATE DATED OCTOBER EA 2009,THE PARCEL ® ® AREA DRAIN C� CURB INLET ZONE X,WHICH IS DESIGNATED AS FOLLOWS:°AREA$OF 0.27.ANNUAL „ ROCK GROUTEDRIP-RAP OCK COBBLE DISSIPATION.(24"WIDEX6"DEEP).3"TO 4° DIRECT WATER THROUGH STORM WATER FILTER(STORMFILTER). RD;AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF GROUTED ROCK COBBLE01 :0. — A WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS © LANDSCAPE AREA ® X SCREENING WALL PER CITY CODES(DESIGN BY OTHERS) :S FROM 1%ANNUAL CHANCE FLOOD'. ® REMOVE SECTION OF EXISTING CURB,GUTTER AND SIDEWALK.CONSTRUCT ® ACCESSIBLE PARKING STALL,SLOPE 2%MAX.IN ANY DIRECTION(ADA NEW 29.0'WIDE DRIVEWAY FROM CITY STANDARD PLAN 114T0 MATCH _ COMPLIANT).STRIPE AS SHOWN. EXISTING SIDEWALK CONDITION. '• ow what's below. ACCESSIBILITY NOTE p ACCESSIBLE PATH OF TRAVEL,SLOPE NOT TO EXCEED 6%IN THE DIRECTION 3 ADJUST RIM TO NEW PAVING ELEVATION. Kn CdII before you dig EWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL(i)ARE CONTNUOUSLY ® OF TRAVEL WITH 2%MAXIMUM CROSS SLOPES ® ( ) IE MAXIMUM 112"CHANGES IN ELEVATION,(3)ARE MINIMUM 48°IN IRUND 1AXIMUM 2%CROSSLOPE,AND(5)WHERE NECESSARY TO CHANGE S ® ADACOMPLIANT RAMP WITH TRUNCATED DOMES I DETECTABLE WARNING SURFACE ® O CURB TRANSITION(6'T00'CURB) LOD��— (AS APPLICABLE). MAXIMUM SLOPE WITH 2%MAXIMUM CROSS SLOPES. �� T PE EXCEEDING SR(.E.,1:20)SHALL HAVE RAMPS COMPLYING WITH 2018 _____ ..__,.__ _..._...,.._.... OS OR 118-406 ASIAPPROPRIATE.WHERE A WALK CROSSESOR ADJOINS FUELAREACANOPYMOVE,REFER TOCANOPY FABRICATION PLANS FOR ® CONNECT UNDER CANOPY-AREA DRAINS TO SANITARY SEWER. GR=41.33 (E)DI ,ND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS,RAILINGS ® ADDITIONAL INFORMATION. ON W)6-37,7 BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE ® INSTALL 6"CLEANOUT FOR THE SIORETENTION FACILITY - �-�( 31 1 VUOUS DETECTABLE WARNING WHICH IS 36"WIDE,COMPLYING WITH 2016 © CONCRETE PAVEMENT ( _ 2 12 qq22,55�� 705.1.2.5." 2016 CBC,SECTIONS 11B-247.1.2.5,11B-402.2,11B-403.3, MONUMENT SIGN,SEE ARCHITECTURAL PLANS ® INSTALL 6"MIN.PERFORATED SDR 26,SLOPED AT 0.50%MIN g2Ts 1 EXCEPTION g3,118-7osa.2s. ® p• ' 2 _ 12 ID D 1 c �OSSIBL£I ALIGNMENT ig COVERED REFUSE ENCLOSURE(24'X 10'SEE ARCH.PLANS FOR DETAILS) S - \ ~1 P SW FDRAIgLINE I _-� P G I S8 33'5 E 425 J 1 O C C1 IG 4 4-4 -? Iy.- 11/27/ EIJ� LQ 17 TLP) 28 I LOD—LOO LOO—LOD LOO—L LO 0.NR.9.5 L 0 0 D— N \' O 1 5 I v ' 10 I' < 41.251 c� f W 41.5 Qa Q s rm® ( a7sx �� ,9 'TP 1211 ,® +ffi ®�+ �' a CP 1OAG i� iI I 4 L g '.w 42 oI STP) N 1y / i �ST�\... � O O 21 O 9 aNI 7■ .. Nti� 0 17 ...\... 10. \ A a ry Q) y „ I BASIN � � I 7 I rn I 16 I a4 wg { m � 6IE6Wi 20F (TIP) 42.5 I 39.50 6 R r�ry I I .' Ma 9F I W T OLE W/DROP I ' zgx I &STR ET LIGHT I ' I NA 13 4.45 C—STORE LO � 5 — ————— — — 3000 SQ. FT. � z jk © 16 Q I ' , 3 FF=43.25 < z rn)N j �� tid N 4 our 40.23 ETI 36 �� I 77 G V.O f.Qi -I.0.�_ .ASF _ � Q� II -�_ __ �, Iiu_GB 1_� __ �� U EJC i PARrcr.10 92PM/J9 I 4L�V—/ I '.� E� $ I" 6 w If/EASTHARNEY APN LGd-4I0.J5' 'V� 2 ELEG`S V!(iE I I I I I I I I PEDESTA� Y WIRE � 2 59 1101 DE INLET ANCHOR Y, ,s a INV 4"our 3236 40.72' i " OINV 6°IN 38.93 X 12'1NV=36.07' 1 INVV 12"OUT 37.31® INV B•OUT 38.8 1 °o^ 3.6F BASIN } (TYP) 42.5 2 \5 60 7 1) V 4. sg „ d v — — - --------------- __ . 1 o ) z W 9i R .. '6TSE--a— bT&E_.'—' ?E a'75i 64F 42 an oo , �--G'rsO 10 to ,Y_As GAS 4 -' (E)RAMP .-. 0' • 5...C T_ -GAS GAS (AS� GAS -�A. GAS ;i _.... GAS` a2 Y GAS —GAs GAsP3S881O12 W 2?9.4 ' - - n7--------- CA / s—O O ----_ - - - — ❑P SIDEWP- (E)LANDSCAPE - _ - �) SOF - NEW DWVYlAY _ v _. - -- --- } '�17;PG EEA MENT_ - ---- -----y - _ __ ------- - -fC 1 a67 0----- ---------- LODE ----L70T. 0.3880 Lo51 O.R_. C ------ - -- =-- -_ IT- ._I p * H' _ p SDMH � � _ ----- -- �5-- \-_ - - _ ------.._. G�.2t6.� Cir _---_.4 MODIFIED (E)RELOCATED© j 12.28 FH BE - 24"SB-----------.- E%. G IO.B7i (IE)CURB INLET 3 1 W--' _.— W (6.47' `°r—iE _-- --- --- - EAST HARNEY LANE S MH- I TG=(E)FL _ RIM=41.31' _ -(E ---- (6.48 ( I IE- 36.921 -_-.' _ _-__._._____ .._w ___ _ 'W----w---W-.—W_—yy .—yy__W I (Z20' ------ w--w- w— SSMH ---------- -w—w—w-- IPJV-3E.25' �-- ' W--W- zn'� i