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LEGEND i ' ___��'/ ,,r I �F.1
O.cP' EXISTING SPOT ELEVATION I° V. EiiIST.B lit-11 N 7G R2i u•/l [i @s -.s,o-,uu: , ,; P26 i .. �.
- EXISTING CONTOUR , €I •;a-827 DO
.............Y ppp.......... (BISCARNELEV'ppp.11 7C' .S•EN.60 r
_{0o0} PROPOSED CONTOUR I FI(N,f700R ELEV.M2.e2 tl •TO Dr IL.AOVEe <�-
00 L- 1 l?•/ . I"T `2 w• i I -
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p0 P0.0POSEO SPOT ELEVATION 11 ~ I ' I
A I I ( .♦. I DC A�11 I? ID I
TC TOP OF CURD p0 OSED 11 DC 82L•• I `�GO n Z�7e �
DC DOTTOM Of CURD I+,r,:I RO DRAIN NO' -.J'
DW DOTTOM OF WALL I ^�°� BC 82611 �� I
I LL Cb I * 660151 t*
T.O.R TOP OF RIM I i �' ' ms
E FLOW LINE ay + :A 2 P09ED , '''•
k "as-` , Il.DINCR I I A*.M°.�:,C�
_ . t SILT FENCE u /N r�DR 0.N-D2t0 S LT PENCE
EXCEPTION ET+\
1 1 'off_ tia _ i, • - t u,>' ;8 NOT INCLUDED
0 STRAW DALES v. "0 \ - f �X T 1,7, I I, •�• 0.%E%.C.t I CERTIFIED BY
era no.2 � C�J;1..;. 1.. DOuxc u
CD CONSTRUCTION ENTRANCE TITRE D mLET J + I :�y 'Illi -0 CC' m istimuswomessacsgmesel
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TOR R-DADS-C R:dO / .e°' -I °$SS II IN •�I ' lOT OTHERS) 4TM�SE i
TOR-827.30 �%.. L\_ :;/ '•1 -.}� • . Id DRAL4GE l UTILITY EASEVENT I
INV 82D.9D ( I II I �-`--'{ 41 am SIIILOWG SETBACK
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'1 I F _ �I I i y
Id DRAINAGE!UTILITY EASUETIT +. J ,° .f�
AND WIIDWi SETOACK `jj
y Tt aG.7a Bze I Ci ,ti SIR NO.! I [in
GENERAL NOTES I I �/ .ci2a2c64 /AMI / - OST1TE WD LOCAL REGULATIONS. NEE-° - -2.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM $1d° Tc cOt00 e \�- mil. 4 WV-823.48
TO D.P.W.STANDARDS. ti `I 1NC 828.ec - ;b _ - ' ( Wyss
I _ __ _ / I
S.'NE CONTRACTOR SHALL VT71IFY ALL DIMENSIONS IN THE FIELD PRIOR TO i I u
STARTING CONSTRUCTION.THE CONTRACTOR SHALL DE IESPON FOR • TC 62c.30 - 7C D4D.10 . I I
ALL FIELD DIMENSIONS.IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS D[K1. G KXi:Tf
FROM THE ACTUAL FIELD CONDITIONS.THE CONTRACTOR SHALL NOTIFY F �I INC 021.DOIN cam, 1 I
THE ENGINEER IMMEDIATELY. I 'I i I o rC S28.a7 u • k 1 I I 1=+ YR�`
111 eC 827.47 TA S. _
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A.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULARA CARE WHEN '( - o I 0 R
EXCAVATING IN AND AROUND EXISTING UTIUTT LINES AND EQUIPMENT. I I I ; �. • �/� I 0 'J
VERIFTCOMPA COVER RCOUIREMFIITS by UTILITY CONTRACTOR'S AND/OR UTILITY - 0 ;' �'L�+
coMPANIED SO AS NOT TO CAUSE DAMAGE. 8X •`I a gg °� " g a ] 0
vo n
S.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS DtfORE «�n' 1�4 00207 : is 627.iA z+° st't \
CONSTRUCTION IS TO START.TO VLRIFT IF ANY UTILITIES ARE PRESENT ON 4e r�1.r 62A. A 1 .' a o
SITE.ALL VERIFICATIONS OecatES Hee and depth)SHALL DE.MADE DT THE bf •D2ala :. .X '. Ex S.R0 N.N. ti v +
APPROPRIATE UTLITT COMPANIES.WHEN EXCAVATING IS AROUND OR OVER � `.TO�R�[FE.77 �'
EXISTING UTILITIES.THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY '`.CQ9C'PAD �D-� ��N 'LPD.92---•- \ \ ,�-
. 19Eii'I EP1N.`.�--223.47 // ` • I 0 2°3
S0 A UT REPRESENTATIVE Of THAT UTILITY COMPANY CAN DE PICSENT TO I I•I •' ,do . • TO DE REMOVVI f- I
INSTRUCT AND ODSERV£DURING CONSTRUCTION. - • I 0 O-":7 �� I G
4.TRENCHES FOR ALL STORM DRAIN LINES SHALL DE bACKFILLED COMPLETELY' i 1 & N.•/� 1J -ErlsT. luti III1
WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT. n I •-_ - _ - L: -'�11 '1 a'v.c.r. /f[� P�- _ {' I v e
7.AFTER STRIPPING TOPSOIL AL PROOFROLL WITH A MDIUM WEIGHT • - - •
-F--
0.0LILR TO DETERMINE LOCATIONS OF ANT POCKETS Of UN SUI TddE lei: '. `"�� , --`,� \ )- - -
MATERIAL.THE NECESSITY FOR SUDORAINS AND/OR REMOVAL OF ANY I - 0' - - _____---___ _______--___-___..-___ �®gJ�
DETERMINED MATERIAL HE11 E OF ONE PROPOSED PARKING AREAS WILL DE ' _ - i ---, - - -_ ------- '-
DETERMINED AT THE TIME of CONSTRUCTION. Ietl.l3 L -Ga TE VALVE % w
G.PROVIDE POSITIVE DRAINAGE WITHOUT PONOING.IN ALL AREAS.AFTER - --C_ -_C_T-__
.JJ__E_1_ -"N•r-.�_--�_- __�_ ! ___ ,- - 0
INSTALLATION.CONTRACTOR TO TEST FOR AND CORRECT,IF ANY. / TC 027.41
1DIRD DATH'CONDITIONS. to'ORAWA6E 4 U71UTT- AC 024.91
ea been SIR.n0.4
9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVE ENT AND FINAL ^NPE'A P SAS
GRADE ELEVATIONS. Rank.R-bcb5-C facto
10.SEE APPROPRIATE DETAILS TO DETERMINE SUD4RADE ELEVATIONS DELOW TOR-824.81
FINISH GRADE ELEVATIONS INDICATED. INV-IPS.a7°D')
INV.US.AT 05')
11.ALL SOIL UNDER FOUNDATIONS AND BUILDING SUDS SHALL DE COMPACTED INV.MATCH DCST.IEX.a'WO
TO 100X MAXIMUM DRY OENSRT FOR COHESIVE MATERIAL OR 100%RELATIVE R/W
DRY DENSITY FOR COH I SS MATERIAL.flLl SHALL COMP ACTED IN
LAYERS NOT MORE THAN II''LOOSE DEPTH. DATE 12/30/9!
e SCALE: I'-20'
EROSION CONTROL NOTES: J ��y F DATE: BY: J.MS
1.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION. },%'' ,.' /• •e:.''''':•:SMy 'y„j_'•.,ar
INCLUO WG REGRADING,SHALL DE DONE MI A WAY THAT WILL / v .�• (:NICD BY: J.d C
MINIMIZE EROSION. r2t34.1,-V;;'•••`' .'•• , ::•':.DL'.' �AUTIUN!� •bB NO. 93-114
•,,:,,,.,., :l f`,,:....: .•.O
2.THE DURATION Of TIME E.Y A AE AREA REMAINS EXPOSED �'-•I: I
SHALL DE KEPT TO A PRACTICAL MINIMUM THE AREA SHALL /' 17 , • \",''•. I S,E AN 04 DNS OF ALL BASE UNDE7gICUND UOUTIES
ec STAOAJZED AS QUICKLY AS PRACTICAL /a buts :`- •1!(' \:: 'i•�. a SWAN ON SOS RAN ARE BASS ww ABIAE ONO70 REVISIONS
1EACMWA7 , . .;`�N ,;. EV,Cv1¢(.w•eq we worww hmoma.a 7leeeti
S.TEMPORARY VEGETATION OR MULCHING SHALL DE USED TO 1•`-+lY I• wv°a aW menu moo wort M by omen AND
PROTECTIRECTEEXPOSED AREAS DURING OEV•ELavMEHT WHERE T.Q.�' ARE SPED.URVE IN RAABE 7H WAY ALSO IX 011p1
DIRECTED by THE ENGINEER.
O
CUT'a'NORTH SIDE OF CONCIL A
'TE UGHT OSTNG UNOERDOM UMPIRE Fox WaOA THERE IS NO
BOVE OLLXMIO DOME OR FOR 1R1101 71D ABO.E CREAM
A.PERMANENT AND FINAL VEGETATION OR STRUCTURALALLEDA � CI POLL SASE ENDOKS WAS OBSERVEDts.NNE EJACT LOCAnoNS CC SA0
e?e0S10N CONTROL DCNCES SHALL AE INSTALLED AS SCON �ECTI VI l A-A CLLV..8JQ.8D AK CO NAcnoR MICR 17 MY A 9,0ULD BE VERIFICo 67
AS PRACTICAL UNDER THE CIRCUMSTANCES. THE VINO uTs0ERC OuND r0 A N S S ALL DE 1ER CEOL SHEET NO.
NOT TO SCALE 1-8 -5544
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