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HomeMy WebLinkAbout03 C1.1 - Dimension Plan - Lounge 04-20-2020 � I I � WIDE ENTRYWAY CORRIDOR ACCESS EASEMENT FL OF EX. O¢ DITCH m 5 II I n T z 3 WATER MAIN SCALE o J \ I�i �I ` �I II J ►� 0 10' 20' 49 T FEN EXT'G 10' WIDE / 14.5' lu 5.0' G G G ASPHALT TRAIL Q 2.3' UP y CS � (S' / cR4.5• R4.5' 7 _ ..I 8 0 ti0 0 32.0' 9.8' R4.5' 99.0' 9.5 R4.5'0 18.0' a 3 M I� EX. LIGHT 9(TYP) 7 3 tvil•a POLE WITH 20.0 P M`ON TAN.9 ' N 40 MPH SIGN 'dl crvais G. Iws w 1 rv"eioers PE � PROPOSED TOWN PUMP 6 LOUNGE \ c 20.0' 96.0' i 30' W DELI WTR EA S MENT DRAWN BY: CGB / \/ 6, 1 1 REVIEWED BY: BLB R4.5' n \ R4.5' O -I 5.0' PROJECT ENGINEER:CGB 1 f \\ = 24.0' o 1 1 DESIGNED BY:CGB EX. CONC. R4.5• 99.0, 9' R4.5' MEDIAN 7' PROPOSED TOWN PUMP 6 18.0' Ras' LOUNGE 1 , 32.0' I " 1 3 1 J223 26,0'R20.0' 15' FRONTYARD i- - - SETBACK _ _ _ _ _ f a ° 9 5y EX. TELEPHONE ____ _ -__ __��____ ____________24.5___ ___ __ - IBEROPTIC BOX & F G 10 10' RUE P UP UP �® -UP UP UP -UP -UP UP UP UP UP UP UP IP UP UP -4-3'e' Nj1eA6S7'E 3 p R25.0' S89"56'29'E 433.57' I r�T�7y1 EXT'G CURB & ® (y <�. R20'a4 EXT'G GUTTER E..I SIDEWALK w w w_w w w w ,w� w w w w wN w w w w w C.� �� dll II $„ D.I. WATER MAIN \� 8" D.I. 3 S s 6\ S 0 S S S S S S S-WATER MAIN_S S s�.'. S > BENCHMARK III 1 i FH ARROW BOLT BENCHMARK i i -,� <8-I•-I W N FH ARROW BOLT IIIIII i 8" SWR PVC KIlIZBERWICKE 4705.66 IIIIII SAN SWR MAIN -�-l8 i i SSMH RIM 4 4695.87 695 01.79 8" INV OUT 4695 Q ,{ .87 "1 IN 4693.22 �� OUT 4693.01 a i 3 ^~ to S 89.56'29 E 408.69' - - - - -- - - - - - - - - - - - - - - - - - - - - - - � \ 5,1 4" SAN SWR L� INV IN 669.6.72 �\\���T 8I Q[-p' FUTURE BLDG - IF _ � � _= II II SITE �� I 1 I n I LEGEND TOOLED JOINT(1" DEEP) 4771 MINOR CONTOUR (1") 0 FOUND MONUMENT AS NOTED 0-4 N -4775 6 CONTROL POINT W 1/4' CONCRETE SIDEWALK AND MAJOR CONTOUR (5') oty � 4" THICK P.C.C. CURB BROOM FINISH ------- PROPERTY LINE/ROW BENCHMARK METAL LANDSCAPE 6" TOPSOIL SIDEWALK h+{ cn ^' 4 GRASSED SEE SITE PLAN - EASEMENT LINE SEWER MANHOLE n SLOPE EDGING (TYP) _ - 1 FINISH GRADE. � _ � - - FENCE 0 SEWER yyg7ER VALVE � A IIIIIII III II TOP OF ROCK ill III_ o SEWER MAIN � 10' DIA. II III=III III ILL- -® - FIRE HYDRANT ..10 IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII-IIIIII - 6' -III III III=III III III= 3" COMPACTED SEWER SERVICE II = i b� _ _III III III CRUSHED "- �U ✓\/ WATER MAIN ® CURB STOP fllI I�LIl LII III-��111=1T�111-ill l l �l -CRUSHED BASE j/////////j///// 3" COMPACTED CRUSHED III=111 III III J�-I-II III=1T - _ III-III 111=11 III -III-1-III- \��A��A����A��A��A�� -ws-ws- w WATER WELL o `� - lii -III III III ROCK BASE WATER SERVICE II_,III iiIIL11111111111111111111111111 Ilia II COMPACTED IHiI Ili IIIIII-IIIIII Ilr ✓/�/j�%jam%�//� -�-�- STREET SIGN 3 -TLI11= fti I IIIf= III 1T�111 1T�111 TI- �/� SUBGRADE COMPACTED SUBGRADE FIRE SERVICE ll- I-11=III /j�ji �. a BOLLARD Z 18 OZ. FILTER FABRIC. 11111ii=III III III=III III-III=1 STORM MAIN ii�� _ _ 2' OVERLAP IHIHIHIH LIIF,I� -�-°P � LIGHT POLE =III- III=T�lll=11 OVERHEAD POWER C� III II 111-111-III II? NATIVE MATERIAL W �I II III II II III-II II TA III=11I III III-I I11= TOOLED CONTROL,JOINT DETAIL, OVERHEAD TELEPHONE `� POWER POLE �I F II-III IITi_ L-IIHIII -o -o - b v - - - - UNDERGROUND GAS GUY ANCHOR r, NOTES: -2.-2.- UNDERGROUND PHONE pp ELECTRICAL PEDESTAL 0000 EXT'G NATIVE 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. -` UNDERGROUND ELECTRIC ® ELECTRICAL METER 12' MIN ,o `I, GRAVELS 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS - - ROAD CENTERLINE ® TELEPHONE PEDESTAL ° SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2% E INSTALL 6" DIA. FREE DRAINING ROUND ROCK FROM 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. CURB & GUTTER ® GAS METER SHEET FINISH GRADE TO 12" BELOW EXT'G GRAVEL LAYER. 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS EDGE OF PAVEMENT D4 GAS VALVE CJ 1 ENGINEER SHALL BE ON-SITE DURING EXCAVATION TO 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS a TEST PIT I DETAIL VERIFY FREE DRAINING GRAVEL MATERIAL DEPTH. 2 DETAIL EDGE OF GRAVEL EDGE OF CONCRETE C PERC TEST � TOWN PTJMP 6I.OUNGE EDGE OF BUILDING !- TREE CONIFER (SIZE AS NOTED) m DIMENSION PLAN at STORM WATER RETENTION& INFILTRATION BASIN Cl t CONCRETE SIDEWALK TREE DECIDUOUS (SIZE AS NOTED) i PROJECT:18-1 17 N.T.S. N.T.S. UNDERGROUND GAS i -°"-°`- UNDERGROUND ELECTRIC a DATE:XX/XX/XX