HomeMy WebLinkAbout04 C1.1 - Dimension Plan - Lounge 08-11-2020 J \ / FUTURE BLDG SITE
2011 KIMBERWICKE
STREET 50' WIDE ENTRYWAY CORRIDOR I DL EX.
SETBACK
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I 7.5
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5.0' G 3 EXT'G 10' WIDE
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32.0' 9.8' 99.0' 9.5' 26.0' 18.0' ® 3 M
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AS ME T TR DRAWN BY: CGB
R4.5'
6' E ❑ REVIEWED BY: BILE
5.0' R4.5' � TssF i I PROJECT ENGINEER:CGB
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24.0' O ❑ - I DESIGNED BY:CGB
EX. CONC.
\ 9.8' R4.5' 99.0' 9' R4.5' �,� -I MEDIAN
F
18 ,
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32.0' R4.5'1�1 o , 2.7 14.4'
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23 SETBACK f - ° - _ EX. TELEPHONE
--- ----- 24.5 10.4' 2 .6_-- '� IBEROPTIC BOX
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SIDEWALK II 8 (7�
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BENCHMARK / / -,�- <8-I-I W N
FH ARROW BOLT IIIIII / 8" SWR PVC KIlIZBERWICKE / 4705.66
IIIIII / SAN SWR MAIN
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01.79 8" INV OUT 4695.87 °',.
IN 4693.22 ��
OUT 4693.01
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S 89.56'29 E 408.69'
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LEGEND � M
a i ® e w A p
TOOLED JOINT(1" DEEP) 4771 MINOR CONTOUR (1") 0 FOUND MONUMENT AS NOTED f- N
-4775 A CONTROL POINT W
1/4' CONCRETE SIDEWALK AND MAJOR CONTOUR (5') oty �
4" THICK P.C.C. CURB BROOM FINISH ------- PROPERTY LINE/ROW BENCHMARK ��1 00
METAL LANDSCAPE 6" TOPSOIL SIDEWALK h+{ cn ^'
4 GRASSED SEE SITE PLAN - EASEMENT LINE SEWER MANHOLE t\
SLOPE EDGING (TYP) _ -
1 FINISH GRADE. _ ° - - FENCE O SEWER WATER VALVE
OUT
(IIIIII ITT
TOP OF ROCK ill III_ o SEWER MAINPq
10' DIA. II III=III III IIL- -® - FIRE HYDRANT
IIIIIIIIIIIIIIII IIIII IIIIIIIIIII-IIIIII - 6' -III III III=III III III= 3" COMPACTED SEWER SERVICE
0-INIw F,IT F,m II CRUSHED "- WATER MAIN ® CURB STOPH 11=1THll-IHIIH ROCK BASE j/////////j///// 3" COMPACTED CRUSHED
III=111 III III JI-I-II III=1T - _ III-III 111=11 III -III-1 ��A��A��A�� -„s-ws- w WATER WELL `�
- III -III III III ROCK BASE WATER SERVICE
II_,III IIIII-IIIIIIIIIIIIIIIIIIIIIIIIII III I II COMPACTED o '•� W
IHII III IIHII-IIHII Ilr ✓/�/j�%jam%�//� -�-�- STREET SIGN 3
J_LI11= fti Ill-iii III iTHII iTHII �- V// SUBGRADE COMPACTED SUBGRADE FIRE SERVICE
N II I41MI III III i,ll' a BOLLARD
I 18 OZ. FILTER FABRIC. (III I�=III III III=III III-III=1 �j�IV�V%�� v STORM MAIN ® 6 Pa
_ 2' OVERLAP IHIHIHIHIHIHIHI -oa-oP �� LIGHT POLE l;�
=III-¶ III=rHll=rill OVERHEAD POWER C�
II IIIIII 111711-,,,-111= NATIVE MATERIAL W
IIIII III IIIII III-IIIII III IIIII=III III III=III III= TOOLED CONTROL JOINT DETAIL OVERHEAD TELEPHONE `� POWER POLE b F
II-III IITI_ L-IIHIII -o -o - b GUY ANCHOR �n
- - - - UNDERGROUND GAS
r, NOTES: -2.-2.- pp ELECTRICAL PEDESTAL �UNDERGROUND PHONE 000
EXT'G NATIVE 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. -` UNDERGROUND ELECTRIC ® ELECTRICAL METER
GRAVELS 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS - - ® TELEPHONE PEDESTAL
ROAD CENTERLINE
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2%
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 C1.1
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
-oP-OP- UNDERGROUND ELECTRIC 6 DATE:08/11/20