20080427 Ver 1_Site Plan_20080709

11,25"zl6" WEIR W/ TRASH RACK
VEGETATED
SIDE SLOPE VEGETATED SHELF 10,00, 10:1 RIM=111 Z
3:1 2-YR STORM RIM=1111.33 0
~ - GRADING ~ DRAINAGE NOTES ~
I. ALL EARTHWORK SHALL BE MONITORED BY A REPRESENTATIVE FROM BLUE
1-YR STORM _ . _eT. I ~ ' RIDGE ENGINEERING PLLC, QW( I.n,-~ , ~ 2 THE CONTRACTOR SHALL NOTIFY ALL UTLITY COMPAMES HAVING
PERMAN~VT POOL• 1109.33
.._.:..w ~ .M ~ UNDERGR~IND UTILITIES. ON SITE OR WITHIN RIGHT-OF-WAY PRIOR TO
5;00 ~ $ t 3/4" ORIFICE EXCAVATION. THE CONTRACTOR SHALL CONTACT ULOCO AND ASSURE ALL
1 1 STORM. ~ a.~__ . ._m ~ ~ UTILITES ARE L~ATED PRIOR TO GRADING ACTIVITES,
o rn ~ 3 GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION CONTROL.
S®IMENT STORAGE IlOl33 . _ . _ ~ ._~_M_ . BOTTOM= . M`` MEASURES HAVE BEEN INSTALLED,
.BOTTOM OP POND•.1100.33 BOTTOM=1109..00
4. TI-E CONTRACTOR IS RESPONSIBLE FOR PHASING ITS OPERATIONS TC) MAINTA~V ACCESS TO EXISTING. BUSINESSES.
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5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY BLUE RIDGE ENGINEERING IF ~~~m mxy,~ t~~~~`''sy Go
CONDITIONS .ARE ENCOUNTERED THAT ARE NOT SUBSTANTIALLY AS SHOWN N
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- TLET OU WET DETENTION .BASIN CROSS SECTION )UTLET STRUCTURE DETAIL 6. DRYING OR WETTING OF THE SITE MAY BE REOI~RED SUCH THAT ALL FILL ~ C?a~a ~
^ ~ PLACED WITHIN SPECIFIED LIMITS OF THE OPT~v1UM MOISTURE CONTENT, s~o9nry'Ob ~~``va
: SCALE NTS SCALE NTS ,.ALE ~ NTS 'o.,nd'pmm~mnnm 7. ALL FILI. PLACED SHALL PASS APROOF-ROLL TEST OBSERVED BY BLUE nnnyN~~~~
RIDGE ENGINEERING PRIOR TO INSTALLATION OF STONE BASE, SLABS OR
PAVEMENTS,
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t . ~ 8, THE CONTRACTOR SHALL PROVIDE A LOADED TRUCK FOR ALL PROOF-ROLLS REQUIRED,
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r ~ { ~ ` ~ ~ P i ~ ~ , t , J - lr 5~ q ._r ~ t - ~ r ~ ~ ~ ,'i , k ~ U rn 9, ALL BACKFILL IN TRENCHES SHALL ~ TESTED.
~ , F ~ ~ ~ ~ ~E CIAL 10. IMMEDIATELY PRIOR TO PLACEMENT OF FOOTINGS, BLUE RIDGE ENGII~R~VG D' ~
~ ~ 1 I i SHALL PERFORM DYNAMIC CONE PENETROMETER TESTS TO DETERMINE IF ~ U
t r i s- r 1 ~1 ~ ~ ~ i 1 ( . a ° ~ ~ - ~ a t } ~ - _ i ~ ~ j ~ t THE SOIL BEARWG CAPACITY MEETS DESIGN CAPACITES, ~ Z x
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~ ~ ~ ~ ~ M . _ ~ 11 : = i ~ 1 1 i i, 1 tii j ~ r , rr / ± ~ ` ` i ~ ~ : II. ALL OFF-SITE BORROW AND WASTE PITS MUST BE PROPERLY PERMITTER 5 0 ~ CONTRACTC~? SHALL PROPERLY DISPOSE C)F ALL CXEARING DEBRIS AND a~ `o o rn o
f 1 ~ ~ 1 { t - r i t ~ ~ 4 : . i r f ~ ~ } t~ ~ j ~ t r a i t p 3 ~ f i^ - , r , STRIPPING MATERIAL OFF-SITE. ~j ~ N ~
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t t, ~l ? ; ~i `t. ~l f ~ ~ i. ; : ~ : k t ~ i 12. THE SLOPES IN THE HC PARKING SPACE/ACCESS AISLE AREA SHALL NOT a c Y ~ ~ ~
_ k t I a n \ : i ` f < 1 ~ ~ i ~ ` i 1 ; ~ lr ~ , ' 1 i F _ t ~ , r EXCEED 2~ IN ANY DIRECTION INCLUDING THE DIAGONAL, N 5 op op
; , r ~ ~ i ~ f ~ { ~ ~ t ~ ~ Q~~~ Q 13. ALL STREET CROSSINGS SHALL ~ "OPEN CUT" UNLESS OTHERWISE DIRECTED ~ rn ~ ~ ~
} ~ : r z i t ~ : f i i . o k„ ~ t ~ x t y s ~ f BY THE TOWN, DO ~ Z
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, , ; ~ ~ ® O ~ ~ D 14' VATIC ACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL FOR ITS ~ ! n
~ ~ F, , w. ~ ~ ~ a r _ ! > 15. ALL DRAINAGE STRUCTURES SHALL BE PRECAST UNLESS OTHERWISE z ~e
. ~ ~ ~ t f 1 ~ , a ~ ~ _ ~ r £ ~ / / ~ ~ : ~ A ~ F
, p, - i - ~ r ( ~ ' , t s i ' `U I C APPROVED BY THE ENGINEER. D Q[ Vii. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED FOR HEAVY W
i i %r` i 1 ~ i 1 f` .r ~ ~ ~ j ~ t CBttI ~ ~ r f r d _ 06#5 { P~ 1 ~ ~ ! t ~ r~ DUTY TRAFFIC LOADING AND BE INSTALLED ACCORD~VGLY. W
. , _ 6GII3A,o I ,r? 6C•IY35.5
INV~a34.5 ` ser i ~ •N31.5 A. ~ E . J ; : ~ j , 1 j n. ALL FILL MATERIAL SHALL BE COMPACTED TO 95~ STANDARD PROCTOR AND
i ? I : : ' l SHALL BE INSPECTED AND TESTED BY BLUE RIDGE ENGINEERING PLLC. ;
lV~ ~ T ~ ~ ` S t~ ~ h fj ~ ~ ~ y~`., I$. ALL UN.S'JITABLE MATERIAL SHALL BE UNDERCUT Ate. DISPOSED OF OFF-SITE, m i I '
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-1136.00 800 632 4949 ~ >d N CALL 48 HOL~2S AFORE DIGGING ~ Q > ~ ~
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PROJECT.a SHEET
4024.
DATE
1 - 0' 30' 60' 90' 0T0$-08 SCALE
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DRAWN BY OF I
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© COPYRIGHT 2008 BY BLUE RIDGE ENGINEERING PLLC, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-L!SED. SOLD, LOANED OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENGINEERING PLLC IS PROHIBITED AND IS A VIOLATION OF FEDERAL CC OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES LP TO $100.000 PER OFFENSE.