HomeMy WebLinkAbout20221117 26 Freedom Way Site Plan Signed Mylars1"FSAMR-A CDC-ASOPRINGS
PLANNING B0ARD
Bui'ldi'ng Addition
nr -e
P-N ro uri, , i New Y k 0,+-a4l.,
e 1tv lL.1 rl t I 1 1 IlAi 1 0 p
Way Q_ f Saratoga Sr.,.
MARK TORPEY, Chair
MARK Plt-4GEL. 'Vice Chair
TODD FA190ZLl
KERRY MAY0
City Hall - 474 Broadway CHUCK MARSHALL
I I Bz!! Mr
V -TYGUE
Saratoga Springs, New York 12866
T: � f � 18-_8�*-94m PATTY MORRISO-N
e; D, T? -- 1 U
NOTICE OF DECISION
In the matter of the application - #20221 1 17
AgroChern USA, LLC
�b rreedom Way
ar,oga Springs, NY 1286t
10, ��,oga Springs, on an application f_ir N ivolving the prernises�, - X 62) 12 C it y. S
plan review of an 8,100 sq. ft. addition to a previously approved Site plan and associates site work in the industrial
- C�eneral District (IND - S).
In accordance with 6 NYCRR Part 617, the Planning Board classified the action as an 1 jrl'jS_ A e-1 �Cvona -n G -a
Negative SEQRA Declaration for a similar Dro;ect on May 6, 2021 (PB#2202 10 198). in reviewin,a—a g dhe ciiges s
parr of this application-i the Board determined the T0110WIng.
0 Finding that no new or different environment impacts likely would result Mgqq of th appaira.t.ion that were
not previously considered by the Board.
And, in accordainice with Site Plan Review approval standards in the Unified Development Ordinance, Article
13.5, the Planning Board issues the following decision on February 23, 2023 passed 6-0 in favor: TorPey, Pingel,
Fabozz;, Marshail, PIcTygue, Morrison:
YZ A rov(L set with revision date 11/28/22 with the folloy&p conditigns (from the 5/1 6j'�;: NOD):
• The Board grants a waiver to permit -he number of parking spat to exceed 20wo over the
minirrium requirement for the w3reh0USe Lise '15 additional parking spaces) per 6.2.3.
Tree protection detail to be included in the final plan set.
• Tree ProFeciton measures for the five existing trees aloni! Freedom Way shall be installed prior
to any site work,
The seven existing trees to be removed shall be replanted or replaced on the site.
Final Plans shall be provider* to the satisfaction of the City's designated engineer and '_DPW_
The applicant is required to:
I • Provide documentation of conformance with all required conditions of approval.
2. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the
City. This must occur prior to final signature by the Planning Board Chair.
3. Submit one (1) mylar and two /12) paper copies of the final approved site plan set for signature by
the Planning Board C[lair vvithin eighteen i I _q)_morrthe of approval as per Article 13 S of 'he
Unified Developnient 10rdinance
Page i of 11
'0,
.March 1-3, 2023
Date filed with Accounts Dept, Chair F
ABBREVIA
T IONS
GL
CENTERLINE
K; 0
KNOCK-QUT
0
DIAMETER
1 F,
LINE -AR FEE
LT.
A.C.1.
AMER
A.G T.M.
AM�_KT T� C T T
H, j C,
M.
METER i -. 1
AND "A ER 1 P, L
MAT.
MATER-A; T � I L
A.W.W.A.
AMER ICAN WATER. WORKS
MH.
MANHOLE
ASSOCIATION
MED.
MEDIUM
A.C.BF
AS ORDERED BY ENGINEER
MIN.
MINIMUM
B.C.
BOTTOM OF CURB
NYSDEC.
NEW YORK STATE DEPARTMENT OF
B.M.
BEENCHMAR.1
ENVIRONMENTAL CONSERVATION
BLDG.
BUILDING
NOM,
NOMINAL
N.I,cl
NOT TN CONTRACT
C.I.
CAST IRON
N.T.S.
NOT TO SCALE
C.B
CATCH BASIN
NO.
NUMBER
C.M.P,
CORRUGATED METAL PIPE
C.O.
CLEAN -OUT
PVMT.
PAVEMEN T
CONC .
CONCTZETE
PF2-
D -F,,
P , mc
PFP`. AT I (,N
DK.
DARK
P
.-RIDE
D.W.1
DASHED WHITE LINE
P
POT'D, PFR (.-rARE INWH
D.Y.L.
DOUBLE YELLOW LINE
DIA.
DIAMETER
OTY
QUANTITY
DWG.
DRAWING
..i P
REINFORCED CONCRETE PIPE
EA.
EACH
R .U.
ROOF DRAIN
F.I.C.
ENGINEER -IN -CHARGE
REP.
REFER TO, REFERENCE
__1C.
ELECTRICAL
_V.
ELEVATION
SAN.
SANITARY SEWER
Ex.
EXISTING
ST.
STORM SEWER
S.W.L.
SOLID WHITE LINE
F.F.E.
FINISHED FLOOR ELEVATION
S.Y,L-
SOLID YELLOW LINE
PT,
FEET (OR FOOT)
S.D,R.
STANDARD DIMENSION RA7T�
STA.
STATION
GALV.
GALVANIZED
SO, AFT.
SQUARE FEET
G,P.D .
GALLONS PER DAY
SWPPP
STORMWATER POL"ITTON
G.F.F .
GARAGE FINISH FLOOR
PREVENTION PLAN
H.C.
HANDICAPPED
T.C.
TOP OF CURB
HOPE.
HIGH DENSITY POLYETHYLENE
T.W.
TOP OF WALL
HOR.
HORIZONTAL
TYR.
TYPICAL
HT.
HEIGHT
V,I.F.
VERIFY IN FIELD
INCL.
!NCLUDE(D, ING)
TNF.
INFILTRATION
W.W.F.
WELDED WIRE FABRIC
I.D.
INSIDE DIAMETER
WT.
WEIGHT
W/
WITH
J.B.
JUNCTION BOX
W/o
WITHOUT
Sheet List -fable
Sheet Number
Sheet Title
Sheet 'Description
Cover and Notes
2
V_ 101
Existing Conditions and Demolition Plan
'Z
_101
Site Plan
4
C-121
Grading, Erosion and Sediment Control
5
C-161
Planting Plan
6
C-191
Lighting Plan
7
C-501
I Details (1)
8
C-502
Details (2)
C-51
etails ( 3
dw am-
10 @W am
: rnp.
1%.aJECT S"'ITE
LE. I 1U t_j
PLANNING BOARD # 20221117
APPROVAL
Approved under autliority reso` d. C1
3 fl a
,t n�heJLannlg Board of t,. er. y cf r h a i rpe- s on
Date L/S i g n
11 S IG S3 M A P
EGEND
1 " = 2, 000 ' I
Ex. Ma=ior.'Tndex Conn+ou -
n n Cl I I r. 11mor riterva
Pr. Ma1or/Index Contour
100
R5 t i
RLI.
FT. i1j4j-jorjTrtervaL rontour
99
I
tj
7MIN' MAW
Sanitary Sewer
J.
SS
StormSewer
Storm Catch Basin/Kanhole
rul CO i
Water Main
W
Hydrant
Water Valve
Gas
G
Property Line
Setback
Road/urive Centerline
Fence, rha-n-imilli,
---------------; _
Sil+ Feric-
Sign
a
pr,1.
Lighting
Test Pit
sal
inlet Protection
U=�
Rip -Rap
1.4 n
Lai
GENERAL NOTES:
T
WORK SHALL BE DONE: IN STRICT -COMPLIANCE WITH A'
8,
ALL DISTURBED, NON-SURFAFED. AREAS SHALL RECEIIIE
CT TP
Al-, AND STANDA 03
--EST'! I,,- IOPSOIL, SEED, ANC qTRAW MULC EXCEPT
-'L"ER,
ORDINANCES: RULES AND REGULATIONS.
AS OTHERWISE NOTED.
C��ATSTI IM- T IS 1 r1 1 1 Tr T E S A N ` STRUCTURES SHOWN HL WERE
LI U i I�I i I: U I l
91 •
THECONTRACTOR SHALL:
,AW T Nt- C
OOTAj NED FROM TWE AVUT 1 ABLE RECORD OR -
�Ls 1 . _ z THE
LOCATION OF ALL UNDERGPOUIND UTILITIES ARE
9.1.
VERIFY ALL rnNnT7T 0, N C T N TUC FIELD PRIOR TO
APPROXIMATE,i THEIR ACTUAL LOCAATIION SHALL BE VERIFIED
COMMENCEMENT OF WORK AND NOTIFY THE
By THE CONTRAOCTOR. THE CONTRACTOR SHALL CONTACT DIG
ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
S A F E L v NEW YORK (HFPO) AND ALL MUNICTPAL AGENCIES
9
PX T E SITE 'ND INCLUDE IN THEIR WORK TUP .,,AMTM!E
H
r 1 t4 V I 111; G J U R I S Di I C T 10 N S E V E N T Y - TW 0 12 HOUIRS PRIOR TO
L E:EFE T OF Al L P),TEZTING CONDITIONS 01,l THEIR WORK.
AN'V EXCAVAT INC. OR CONSTRUCTION, OR
ROVDE AND T
PIINSTALL ALL MATERIALS, AND PERFORM
pill
ALL WORK, IN ACCORDANCE WITH REC10)GNT7Fn GOOD
STANDARD PRACTICES,
3.
CONSTP.LH-TTON 101F ALL PROPOSED jjTTlTTTP(_ BEGIN AT
9-4.
-OLD THE OWNER HARMLESS AGAINST ALL
[1 ANY AND AL A
HCTP PnTN np CONNECTION TO T P PXTq—.T r UTILITY nP
CLAIMS ARISING FROM WORK DONE BY iHE CONTRACTOR
'
I TES�
AT THIE LClWEST POINT IN THE S v S THE M RIMS, GRA
ON THE SITE.
T NVERTS., CLEAR-NCES, AND LOCATION AT CROSSINGS SHAU
BE VERIFIED PRIOR TO THE Bl::,:TNNTNG OF CONSTRUCT ON.
10.
ALL BACKFILL USED IN TRENCHE'S WITHIN ROADWAY, ACCESS
T TWENTY-
ENGINEER KUST BE NOTIFIED LEAST TWENi -M-flipm
DRIVE, AND PARKING1 AFRZEA� vAl L BE PLACED IN 'MAXI
(24) HOURS IN ADVANCE OF ANY iNS'T''ALLATION TO BE ABLE
S I X (6) INCH 1 - IFT(; AND COMPACTED BY MEANS OF A
TO PROVIDE OBSERVATION AS REOUT REn_ THE CONTRACTOR
MECHANICAL COMPACTOR BETWEEN 1 TFTSi WT
UNLESS OTHERWISE
S H Aal K E E P A C-0 P1 PT ED RECORD OF ALL AND DE Tj
ON I El E L, IA-ILE __
NOTED.
_fUT,,,,I INSTALLED A j
UNDER - ROUND Ti TTT ES INSTALLED AND ENCOUNTERED SO
THE EN(rTNEER TO ABLE TO USE THE RECORDS FOR THE
11.
WHEN BACKF TLI T NG AROUND PROPOSED OR EXISTING
D p. F,-. A -,TON
'A OF REDORD DRAWINGS J"v- PEOUIRED BY THE
ERTA; E 1- L A C_ E D, IN MAXIMUM Si
STRUCTURES, MA- I L SHALL 0
LOCAL MUNICIPALITY.
cr T
TNCH LIFTS AND COMPACTED BY "PANS OF A MECHANICAL
I I - I- COMPACTED " 'i
COMPACTOR BETWEEN LIFTS.
4,
WH5+,1I CROSSING E.IvTT NG UTILITIES WITH PPOPOSED
UTILITIES, CONTRACTOR SHALL COORDINATE SUCH CRG;SCTtl(:C'
12.
ri
CONTRACTOR SHALL ADJUST :TM p FRAME ELEVATIONS
WITH -THE RESPECTIVE MUNICIPAL AGENCIES AND UTILITY
TO PROPOSED FINISHED GRADES FOR AL_1 !-1--! T TIPS LOCATED
COMPANIES HAVING JURISDICTION OVER THE EXISTING
WITHIN LIMITS OF PROPOSED WORK
UTILITIES.
I 3
NO SJJIMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BE
j- ELLAR,
Ez
I
All PROPOSED 11�171 T��C�Z AND APPURTENANCES SHALL BE
rill
`BMPORARILY OR PERMANENTLY 0 ANY
I- r,
,_ONSTQ; 1`r Pli IN TANCE WT LOCAL
SANITARY SEWER.
MUNICIPA 1 L,1=',j S CODES AND REGULATIONS GO'V"ERNING THE
, k_1JU
INSTALLATION OF SUCH UTTI TTTES.
14.
SEWEJR/WA CIP',OSS'INGS U N L E S) S OTHERWISE NO"TEDDON
PLANS, S-FlAlFRS SHiAi-L LIO AT LEAST TEN FIE E:T E); A
6.
_N
THE ENGTNEER RESEPVFC THE RIGHT TO EXAMINE ANY WORK
HOR T7 ONT ALLY FROM ANY EXISTING OR PROPOSED WATER
DONE ON THIS PROJECT AT ANY JIME -IT.' DETERMINE THE
MAIN, VERT1 TrAl SEPAR �AITT ON SHALL BE MAINTAINED TO .11 LU I Ll
CONFORMANCE WITH THE REQUIREMENTS Or THE CONTRACT
PROVIDE A MINIMUM OF EIGHTEEN 1N-HES (18") BETWEEN
DOCUMENTS, AS INTENDED AND TNTERPRETED BY HE
A
NI` WATER MAIN CROSSINGS.
THE SEWE P A U ,
ENGINEER.
1�;
CONTRACTOR S-HALL PRGTC� ilj I SURFACE WATERS FIR-Oluli 1 4-1 .'LL .I
7
1�
MISi-ELLANEOUS WORK NOT SPEC! FICALLY SHOWN ON THE
SILTATION �O I T
ED 11 R T N G rnN(ZTQI lCTTnN WITH APPR_PRTA E
CONTRACT DRAWINGS S U 0 A AS PAT C T NG: BLOCKING,
MEASURES INCLUDING, BUT NOT 1 ED To, APPLYING
To I Mroll T Nil,- r SHALL BE PERFORMED' AS REQUIRED TI-1
V
n-t, S
TOPSv1L F E 1_1 -AN DD SIMRAW MU LC H TO D I ST URBE D AREA AND
MAKE THE WORK COMPLETE AND FUW-TTONAL.
i N S T A L L I N G qTLT -FENCING AROUND WORK.
4� W Pill
A TIN Am 11
V
�gn
-0 IL
V
Verity En g 1 e e r%
P.O. Box 474
Troy, New York 12181
�18389.7200 1 verityeng.com
4e..AMR
0 N T a NPRISRS, I im C
381 Murray Road
,*,e",
Middle Grove, NY 12650
518,584.6174
munterenterip-n-seS _.rim
IT IS A VIOLA i IC11 EU%� 1. O-�i YORK �-A-,E EDUCATION LAW ARTICLE 145 FOR ANY
R ON. F�� TH.A A-N__ jNFKT THP DTRECT`ON OF A LICENSED
P FISSIONAL ENGIKEER. In ALTER -ITS DO-1jMEtj 7N AN WAY
Ro
k�
ALT"
ERING ENGINEER SHALL AFFIX TO THE
AITER D BYFOLLOWED BY THEIR SIGNATURE, THE DATE Of SUCH
SPE�TPIC DESCRIPTION OF THE ALTERATION.
ALFEIR A1,41
COPYRIGHT 0 2022 VERITY ENGINEERING D.F.C. ALL RIGHTS RESERVED.
rN F: l; T
ij D k.NEL B e
EAS
DRAWN BY
E S
CHECKED BY:
Dis
APPROVED BY:
tSC_Air-: AS
NOTED
TE 05/16/2022
>
era
< <
F-4 l-4
,illli��i:=h
(y)
Lij
iv N
00
<
M LU
Er
' COVt:
E R D
C-000
verl�'ty
Verity Engineering, EDs`. ,
P.O. Box 474
New Y-3rk ' 21B1
10389.7200 I verityeng.com
A 0m***N m
f. ■R*ERPRti■,i, IN,C.
881 Murray Road
Middle Grove N" y ;Is
518.584 611714
m unterenterprises, com
LU
s
in
t
g r
� t
Lr
CL
F�
'
�-G�'� � air . �g
i A �
C/) �OF_
9rr
3 C
n fi� •i 4 J v
IT IS A VIOLATTUN OF NEW RK S ATE EDUCATION LAW ARTICLE 145 FOR ANY
PERSON, UNLE=.S :H ARE ONDER THE DIRECTION OF _:NSE
PROFESSIONAL EWG NEER, TO.A IQ DOCUMENT IN ANY WAY. IF ALTERED, THE
IX ALTERING ENGINEER SHALL AFF- THE DOCUMENT THEIR SEAL, THE NOTATION
"ALTERED BY' FOLLOWED BY TH R - he DATE OF SUCH ALTERATION, AM -:
S.FCIFIC DESCRIPTION OF THE ALTERATION.
COPYRIGHT O 2622 VERITY ENGINEERING D.E.C. ALL RIGHTS RESF,_VED-
DESIGNED BY:
DOAWN BY : Er5
#EEE� D B a S
LAPOP0VED BY
,r i E ° AS NOTED
A -rr '; A/2D22
I > >1
s ° a < >
� s � s
!
j ! 3
3
E F 3
� i M
E x
d
a
s i i t i l l i
3 j 3 I 3 3
Ln
F �
<I>
1 � 9 3F�T_ �e t3 > i-s�-
E IS � ING Cu �:� I 0 N S
AND Fn 5 _ I 4
0
2ot9
n
a �
1
F
i+lUU_0+13 0+tqL �0 5U 15 Vic+I 0U 50 fed 4+(:
p a 3 _ . - _ _..,. ...:am,,.,.-,s�a,,.,n..x...� ,,,>e... ____.. u.,..,,:.« .,.�.��.� ...,:•. „�: „ , r,:...,:,k..,�.,.. ... ..............:.-.. ��, ..2:>¢.... - .m,--..ems
z i e i
TS .. a p 3 MH_l r, -nl - - .Ir: ;tF..� t N.
MN 2 _ RALTO'R _ _ ,:
e. s , : .: , t r Re.- , N'T PERFOr� EXCAVAT 0 CONS
-d :^:. l: _ .: Tom` -' rtTC C 5 JE faT Y
r f .. ' = r ' ::�: :. .: ':' - i. L. N. r �Li� H T AND - __ '-___ .r r �:-------- �� '�.LWER Tv XIST � L . _
ytLt_ R✓ 33 __ ___,__ „-_
- ... -.. ..... ... .. ._...,.__...,._. "_-_-_._.. .. ,. ,. L.L.tr-„s_- i.`tu ...-:i ., CONFIRM 11513
�5 : _�.
€ o
T.
(g LNE'�t L1Le, :=25:02' � i ' n r; � (8",`r INV IN:3%= �i_i COORDINATE WITH LN ENC_NcE.<-
„U
- - PR_POSE>.
- s _ � ! : _ _G,DEJ_DR _ ,,. � _ � = � TEPIPGRUPRY EASEMENT —:- -
„ T ❑L r ne.T `Il rr, r
r
OF
q—325
3
-
=
-
OGA
SPR
€
k I�a_rTmSANS
I TING 4_1v MIN r- h EX_C_ .SEr_G .t5v I , WITH LOCAL _
AUTHORITY r - Ti,.
. _
E-.!.GRADEryGa suUrr. i
60 WIDE _ :r;:- JU I N PTnPTO r1Vc - r
P ES S AN
3 15-
e{ UTILITY EASEMENT
E q. iq •. ?64h�w !. -_ - iq •t� 'g �e i� I: a t r€F,a,�: ._ .. -?.. - -'.` 'i -:ice s--s 50
�C-t•)
::V -.:4 _...t....�Aei A -ter i :-5 ,.�:. (� �q-3 E:q 4+• }` a 5 -,#•.. ..
Q ,a .. i,t K 0--00 2`5 50 1: DD 25 5_ 7 25 50 75 3+80 25 r 00
�.
a,
_ A. `A.
uil
ECl�aTn ROADWAY
;
lm
In, _ ..:. ....., ,:.-«,...>. _. ,..
Svc, - ------
Vv
springs
■
i .
a a E d.
U
T
}i i Mi t _ : SERVICE WILL
r, : ,-. � ,- ,a..-,-,
:.V L �, �,y .. zs .' \. .__ •_ WATER AND SEWER Tr, UM:U : _. ._ r ,
� LSERViC.t WILL BE ck. M ,�� .
TYP• Vie. {8") INV TNT �K.
a-' r� FRO 4! 7<TT�'r BUILDING.
yE.•-_,q<'ir ,a"'.$
$ ; , R N THE EX M1 u vJ DING , NO NEW �
ql
i u E
(8"} INV 0-3��._,,.; � � CONNECTIONS ARE PROPOSED AT THIS TIME
{
,
� •r
c n 00 a+fir _ t 8' 1 INV IN . 322.98'
y
: _ . `-�'..^
143.71: `
:.. v. = <. _s PVC
a E
E. a _ -
8" SDR-35 PVC '6p. a CONTRACTOR SHALL PERFORM s pr., - L - � .
'L e. rpj E i
^ % 3 !EST EXCAVATION PRIOR M
Rq 1 r fE Q , A0 _._
q G -r = 1. r SEWER
r; 1 I IF EXISTING
= I
U-
SIRUC
ON
4
MH-2 r ! LOCATE EXTSTTNC MAIN, I ENTRANCE
I r R=
RIM ; 331. f I ` � q
(BTT) INV 0UT:325.02' 50
CON �Pr bHINVERTAND //
COORDINATE WITH
_
� 5
5
p t o?t :NEE.
PROPOSED _ —J PROPOSED
M
3 ASPHALT 4 I-: ate, I , _ , BAC I ASP HALT
1
s i r 3
jj
T
, , e. - m 4'
}} ® q
�.. ; �. iyale,%�' �G`''
__ _v.
s b g r -' P-t n LC Ar d saa <,
t--. 1ca.,P., r a a. ez i q 21 SPACES g
e,E_
e2,,.
i
- ; : q
P I PROPOSED a Y
_g .ate ,� _ `°"�- `•.;- - ° 's _., f A. . _°v :J I :R• q.
I STO??MWA:ER ay. ®� � � ��q
q . MANAGEMENT
rY
e
I I rsRs=A
� e -
® _
y
J
SNO
W SCRAPPER PLIT - I N AP _ a. �
a € 7
26 CPA ES
qA. C-50 77
.77
56-: a = -. s ,a,±te�
.� _ _ .•\. c ,<.., T',
'To
> v
s
fi e
`-
I
{{q piEI e
I iv.", ,c_:•_:_
81 40
v _ , FLUSH 12 PROPOSED 'ED NDtt Haae ,�70POSEOF4
LJK ti APHA: T -v- 0' \ - -
g
g9
eEa.
ILTRAENTRY ftjq
;�e w
tt BY VIILRJ �\PROPOSED
. 0h `EN_F. F s iI
-a ADDITIONAL
DIT I�NAL INFORMATION) }TEtE,3,„K _ I's q�
� -
9
-A . L. i
Ad "
PROVavLv: E5 SPACES (INCLUDING 3 ADAI
I
LJILDINGS:
, OVELA,F
EXISTING rOPOSED
33.817 SF, 57a967 SF, '2I.44%i I
rA c ?
� b ., t i
v itr T �:� '�
za 42, t
G?telz SPACE : 129 91z8 Sl= 96 A ; SF. 135.80`0,
! 210i003 SF. 2170_364 SF.
STANDARD Nn . .
. THE APPLICANT . OMPLYWITH ALL .T Ar_ FEDERAL, D
T nrAt LAW14 RULES fit , L nNS TNCLJGIN., VUUT NT O !LIMITED TOD
ETATE ENVIRONMENTAL v'UA REVIEW ACT 5r QRI, FRESHWATER
WET' AND n UTATIONS, TH_ TOWN ,,,.,_ING LAWS AND !HE OWN
FLOODPLh_! MAN PMEN: , A.WS,
THE APPLICANT SHALL BLAR T4F SOLE RESPONSICITI TTY FOR ENSURING THAT
ALL IMPR1tLM n ARE
COMPLETED rPArr. _ DANCE ..s_ �! APPROVEDDFD PLANE,
SPECIFIC ,O, _ - ,._ _ RNDARDS.
n KEEPING EXISTING Q Ir
T T SHALL Q QFCDIt 4
Sr R K x S P
_ HE APPLICANT E RE
SPONSIBLE F NC. _TING , UAL
I( 1 1 F E EE '\ F ER
A3 A C k a AND OTHER MATTER
_-ahWAY� AND A E _ OF Dt� C
I q C'S9 r_ jED WHICH MAY ACCUMULAT_ ! ! c . _ _ONSTRUCTION RE_A, __ , _ THE SITE.
5
uvw -1
1 3 I CI:-_0SIlRE gpF:rT 'I
N"ES
i ' t EN RY PAD _
LL5 • 's. -„ - :� <. ��,- r_:,. ^5 t- r-_TTO 1. ::i; n....�,
PROPOSED :: p B -Ft : I O -- - -
PROP: , E. L. N \ L `,L V _ : I {I 3 A i-f� MAP
s - f "Q � �--• - . - = 5 � � .. � = : i �� i.. TOPOGRAPHIC AND tvT.i I { if�1E-ORMATiOPv �hO>mly a� � h9P1LED FROM r, �Y
t l 0 8,100 F, a �. 16,050 SF, r; E F DiV z,A;
a, �, .s' a -� ; C_50 TITLED SURVEY ., 4 GRANDL sNu 5%'= HARK sua a4 �.
FFE : 331. 8 F:FE : 331, 8 4 STREET ADDRESS 26 FRt D, { 'AGROCHEM FRAM Aliv 10- TRY PRODUCTS,
t15 , j .- - AT E II ERT VAN" ILDER NF SURVEYOR
� � E �N 201b PREPARED B �U
s -
!j4
1 0
7'
Etl
a
ii
48
N ,r� ,
� f as
. _ aR
ASPHALT
' CURBINaCti=50T
z 0: a
C. y . NCPENTRY rN: '
t V sr K� P4 _...L.- g
>,...>.-. -
_:S _5� >9.--vim z. as 3.- !..
4 ,: • jLEI
� � :�_��'� I a. -�; I,, .�'a: :'"-`c-.<"._- >' .`•.'>��`r '..:a •. .a ,_' ,.1 ,�! L^
PLANNING BOARD # 20221117
30
PLLC OF T LAP_NEW YORK AND A FILE TITLED
5-7 15,DWG" TRANSMTTTED VIA EMAIL ON 1 NO'VE B_R, 2020.
THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENC
ONLY AND ARE JOT INTENDED TO MONUMENT THE PROPERTY S S OR TO
C HT DE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, -.G.. ANY OTHER
i MPQC iGAE:3:,
3, UNDERGROUND UT!! !TIES SHOWN ARE SUBJECT TO FTFLD VERIFICATION BY
iXCAVATION. U+iL+i �: d Or, NOT PURFr'RT = UTE.OR
'EP E LNT ALL JT LIi_E_ __.Cs ED UPON OR ADJACENT. r' THE SUBJECT
PARCEL,
4. THE 206 DEVELGMMENT PLAN APPROVED ON JUL21, 22,2015 INCLUDED
CONSTRUCTION OF A SQ. FT, 'ST .!. , T, FOUR (4) 1 OANNG
DOCKS, 4 GRADE CEU VEHICLE DO RS. _ COVERED TRAL'-R BAY
AND PAPrb dts ICLES LNG ,L, N., VEHICLES ,4LL:NG WITH
UTILITY -- _ --_: IONS AND S O NRIP. - MANAGEMENT P,HkC CES.
q-T�V a�.a P- AB,ATOGA ;PQTN�; STANDAP N=_."TES.
ALE WORK MOST CONFORM ALI -EDIFRAI, STATE Ads.' -V CODE,
S=PFCT IC, ,IONS, ORDINANCES; R111-5 AP REGUL .TO,Cu:_
<. i IJE t CVATT 1N BASE -OR E rd CSURS AND B.E:Nt hi+EARF:.S ARE BASED ON
THE NATIONAL CEODETTr VPRTT(Ai DATUM. 1029
3. ALL Sr. DEBRIS AND MISLGL_rP; OUi ITEMS TO BE REMOVED SHALL BE
LEGAL'— , ;E nF OFF -SITE BY THE CONTRACTOR TO :A LOCATION
APPROVED BY THE CITY ENGINEER,
THECv T FI P A PRE CT TTH
N RA Y I _, OP NC t `L
CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS
BY THE DEST RO _ ``ZONAL ARE, REQUIRED.HE COST 0 „EE
CONSTRUCT ION INSPECT I ONS _S THE RES-"d=U:e: OF THE
APPLICANT/D i -:,PER•
THE OPJTRACTOR MUST OBTAIN 3 BLASTING PERMIT' FRO rN€ UTIDING
TNSrECTOR if AN. BL,+ _NG ISS REQUIRED OR T ,_ RODE T .
f THE CONTRACTOR MUST OBTAIN A qTREET OPENING PERMIT 7qSUFq BY THE
r MEN-1 OF PURI TC WORE'. F ANY WORK IN THE SERE OR
_;; WAY IF ANY CITY ST _. ROAD OR AFL_:-
_ = 5 -oua; RUCITUN INGR.E'5 EGRESS SHALL BE MAj-P-NAINED
TO DKtVr=:: AI, OR FLOWING. 0.- S w.,.a R DEBRIS n4.. -"
3 DF OCCUPANCY vNn ISSUES UNTIL A WORK IS
COMPLETEDAd ACCORDANCE WIT E A RRrVED PLANS; AND AN AS -BUILT
DRAWING HASRFEN ?§r ARC D IN ACCORDANCF WETN THE RECUIRFMENTq OF
THE CITY ENL NFER.
LEGEND
r
` SIDEVVALK
4 t
I I EXISTING ASPHALT
PROPOSED A.SPH A:LT
PRr PER v 'LINE
® S qSr+-y
VVALL
GRAPHIC Si ALE
3E; : I0 -12 0
IN FEET )
1 inrh 11 ;-+-
Aofti, sum I& AV y
Verity i.
F.v. Bcx 4 4
I !: oy, New York 1211.81
518.389.7 0 i Ver€tyeng.co
` aNTaaPn120 inc
44'I ItAu td jf Road
Middle Prove, NY 12850
tin-584,6174
mteY_nterprises.com
w
�i
H
cr
cr
w
i®
UJ
z
V
tei
z
V �
'<t
ui F
—
Lu
W
IY
LL
i_ ilitf-
gg� 4
'A,
' IG L t- it
fr
Tu-
u.�
"i
IT IS A VIOLATION OF NEW YORK STATE EDU A iON LAW A,t 145 FOR ANY
-1
PP CON JS T ARE A TING UNDER THE DIRE I N A I NS..D
PRDFES51ONAL ENGINEFR, TO ALTER THIS DOCUMENT IN ANY WA, - IF ALTERED, IN"-
ALIERINC ENGINEER ALL AFFTX TO THE DOCUMENT THEIR SEAL, THE NOTATION
"ALTERED BYFOLI TR SiGNAIURE,HE DATE OF SUCH ALTERA.ION, AND
A SP �E4CRI M1 :F THE 0.- ERATION
COPYRIGHT a- 2022 VERI Y ENGINEERING D.P.C. ALL RIGHTS RESERVED,
DRAWN BY: EAS
"NECKED 8Y: BTS
APRRO" ED, BY A °''
DATE: 05/ 16/2022
m
i f
F
i R
i E
i
i
I
i
a I 00
w
E
e
!
q
Lu
i 1 a i F
a
3 d £ 1
i
S?TE PLAN
c - 10 1
nf a
- P1T G
;,
T
iN'-
L�
--, ! t_ ° O
T
TEST PIT L 1`c
1.
- TRATIlON OG
C R
- .AL TsnN1
CGN ! _ SE�JEtty�
PERFORMED OY; AARiN ';iERA, P.E.
PERFORMED BY: AARON VERA, P.c.
-
PERFDRn9cD BY AARON VERA, P.E.
-- - _ n
PERFORMED BY. AARON JLRA,, P.E.
TOTAL DISTURBANCE _ #4.85 ACRES
DATE 05 J6/202i
DATE;
05/07/2021
DATE: 00/09/2022
DATE: 09/09/2022
PRE-'wNS,
'UC`I.0N
T f`
I P 1 � '_ f
� : #1
_
_ � , HR .
r r
:: #.� __� 63)
T
. T- : is - 'HR
..: #7 ., ; l i> ..
1.
- C 1 F I
OBTAIN. PLri'� { GRADING P ANY EASEMENT(;, . s , ..ND AEL OTHER
'�
...
-
, _ „ T
U :. i' �:_�_
rTT 1.
-i- , ..
., 1NE �APuD, L.1f IE,_ .,,P___._
rric
EEJAL LOPV I KH. ;: .._ J ,.� i11 <EL w KiC!10iv.
tl
_,.,
m:, _ _2P,T GRAY SAND
`
IT#2'
13 ,..p
I i,i.
8„ - 28 GrA. r 7_`
t,#8 ,ryF1
=
2$" 40" FINE SAN�I, 1 TTTI -
t SILT
-
_
R:; - 41i" FTNIF SAND, - _ LITTLE SILT
_
_---
2
THE WGPY • IFiS S AND MARK TPE S AND AREAS FOR PROTE' TION AS
T I FLAG � '
_
.. $4" GRAY SAN17
IT#3
i7 /HR:
40" 84" GRA.: A?_, FINE SAND & MEDI_UM
SAND T#u 22"/HR.
R QUIREG
_ _______
_
NU �GN ,, H.'u.;ti.
--
I+� GN OF S H G W.
�.
_.
nN CO EAST ONE ri-E' PhT,.R TO STARTING
OJtl R TT RtNC K �
HOLD PRE NFE
-'_
- -.
-- -_--
--
'tT#4
{ u
20� , Hi;: <
f='S1lN RATE rL.; Siir�'R
-
COS rTR ICTIGN . CON RA 0 HALL N01 H _? Or sAti SR
-
- -
TD#� ___ , 20 }
rp - r---rt
�
r
rA + -., �!:cS1�N ENG __e:., _I.TJSr ECTiNC �t,:�:.�ItEER, AND THE
�•
_-
E
_ -__ __
- __.
_ _
-� �.. Roy 7 1P. .
__:
T#_
_ �
.T: HP
1.-
-
r - TOPCRII
C PPPl!
1� PP i-FSST(1 !
W PAON NA
a
_ -
- - - - -_
__
8" - Z-3" SAND, LITTLE. SILT
CS'' 24'' FINE SAND
23" - 8'4" GRAY SANG
IT#6
14"/HR
24" - 50" SILTY SAND, L ITT[_E FINE SAND
TN TEMPORARY GRAVEL CONSTRUCTION EN ..A CE EXIT, INL _.
_
a< ^N r TF T
` N �ONCRE,_ _,.C_..
_
NO _-rN OF S.H,G.W.
50" 84" FhJE .A^#
_ _
__
'DESIGNij 1
RATE 1S__: 5" HR.
/
N: SIGN O S.H.G.W.
5.
A F nT gR.FAC S I
5;.,.1�_ CUT CLEARING LIMITS. S. S OF DIS:� BA1.,__ _;HA-LL NOT EXCEED
TP"R 331 .2D1
-- -
FT sT `: cO t .H--
ANY TIME. ArPRuvxL r, h It1 OF
,_
- TOPSOIL
--
_-_ --
TP#7 i330.6&)
-_- _. _. ___ - - - -.._
A A T Ou-A. L.. ac. 'al. Td FlT f �FP -.. 7v :T Trl PRfIr FF ti-,_,j-: :. DI G PERMIT.
S.,R. _. ,_..__ ____-_N_ -_ Ar. . _ ...__--- _. A-_N_ . _R.._.
41i _ 36`' SAND, LI, t'LE SILT
OTT 10" T PSO , TT: < <_ D
.,, JvIL, f_.l I i L� s--1NE SAN:,
36" - 20 E N SAND
-1 84" MEDIUM SAND, LITTLE. -- - SAND
G.
STAKE OUT THE STORMW r MANAGEMENT AREA S AREA IS TO BE, BE
NO SIGN OF
;u T: r
_�. O S.H.G.W.
PROTECTED FROM H�^,4^, '_ �TRUCTION Q IPM `i, . THIS ARE" __ ALSO
C. .W.
NOT BE CONNECT D E STORM SYSTEM !IN._L THE COMPLE ?JP. O1 THE
-
CONSTRUCTION.
0
TP#4 (331 1C-_-
S *
•
-
— Tr
Q ' - ' I ilP _L L
_ ,;`
.,NjTFcUCTION-
?
K,;;
�} :;:, .. , r\: .. .,.. sue...=
.,
v..,. h.,. _:. . 2
.," `'� a a, �,
s'
�.!. �(_{.:. FINE J:. _...
}
- p SAND
7.
QM ETE QE EXISTING S:^v'CTURES, CLEARING AND GRUBBING.
__11._
---
- -T--
- -
- -- ---
„
--
-_tiC T:CiN Of S,H,G.YJ.
,.LMG`AL
�
\
A 5 \`
sir
-
--
R
-� AND OCKPILE TOPSG MOVE LOOSE cCli AT ARE NOT
r, >
�'
U T8 ! v �!+ �E PROPOSEC 1� R = FMfNTS. STO( WITHIN APPROVED
` -
`>j-
11I
_
,. hICTA! I AND
-
x'
AREA i.ITu Au=,,l?n nROTCCTiON -
nt^s
'
' [t-F� i'-A' I
a8
'"
ti;u
-
..
�sw
CANS T RUCT ON
9
L
-
9
PROCEED WITH u(jl_i(N t, ,.ADT' ANrI i l� € C : �G E XPOF. I G F r L AS
''
1�
-- ---
---- -
-
REQUIRED.
,; -
��
ENTRANCE
__
_
- - -- - - -
- _ - - -_-- --
---,
;,
.. --
-
Y '1
- -
1 0j.
TRENCH FOR U-, ILI..as .
lV
-
> -
_,
-__
`,
_
--- - - -_ __.-._.
___---_ __--._ - -_ _- __-
-_-. __- _ _..
..-.... _ - .. .. _..... _ ..-
-- - _ __ - _
1
.. ❑E BUT! nT I _ D C POUR FOU to TION D
PREPARE A::._ , ___ DING PADS AND �:: :. NuA, a ,lS. 1P -,:A bBBA E AN
_� r_
-
__ -
__
- - - -
- - - - --
- -
- -
ING
LI
#'
I,
INFILTRA DRYW
TNST LL TIGPJ BAcrrNe xNG ELL5.
,;
!,'
F11
i
TAL n atusf -VTv
i,a, _ }BASIN #2 -
N GV
1_
INS AL'L PAVEMENTS.
� /
_.
_ __
___ _-_ -- __--....._....,
iT#2
TT#i
-
11
I
.,
- -,-
-. _ -
P0GT_f(1NCTRIIfTTGN
-
1 r?_
'
-._ _
,'
Z\
..
ONCE ..l.N_ RUCIlU[V t wl _ WN RAL JR : ERP.APdCiViE .. .G_�_c_
>r,
JF
.
\
,. \
,' :
_. _ „-�a3
50
S ,i I r;- r -_.
-
.� �
- THAT - _
S Ri-.A, t ti ,t !: Ti.I Ni; S l... AV P.1/r Kr CjITt- ,Q
_ tD A., _4.___!._.__ AREA_ !._ i -._ B COME BA ._ __ . _
,, v
1
'
I
INFILTRATION
�
-
,
TRAFFIC
11, i '
1
c>>,
- R
( �,�
-
,, - --------
lb
^-o
^nr T.'Tr r ," r, ::p , A' AY „TI -
ADJACENT
ADJ..�_N1
>
i— -..
- __
I.TFi +w ice__--__
_>
: Y
1� I -._
.. - - ?
_.
_ ':. Q� r>:...
s.� rJi
_ lb _._-_
s - _ _
- - - --- -
1..:.
AND
r -5,:; .,: i V DRAINA;E . _ w ..W... FROM BDI_CsN S ..N-
ENSURE
_ ,.JR_ Y._ I..L l- 4
I
r
:
--A�b .
'?'S -_._ _
r
n'!t
n`)
--
- ,O>• :.,
PROPFFTTF. SU THAT FLOWS HA.V'E ., P 1;TTTV E IITREC T._N TIIWARDS .
I
._ � .>.
Td#; G
- =
- - _
- - _ - - -
- -_
\,
S 1 . -. T4� . _R. COLLECTION DE t
.2_ u
%;
,
i- r
rs t
16.
REMOVE ANY At,a_1lM1Ir A!tG SEDIMENT AND 7 rftjC!_IRF ALL STOR[vA! EK [v1AhiP.GEMENT
_ 5
;;
__ -- ;.:
:-: T
PRACTICES ARE ....FUNCTIONING CORRECI- nvL I_ ..ARG,N„ ,L_,.N'.nt:NOFF
I
, :
TN°. 325, 00
___
_-
-
- ----
I{.
PEAl iE 19[ INAL CLEANUP OF __IRIS, AND REPAIR .ANY AREAS THAT WERE
'..:
'
,
:c r
A[-F__.`%- FROM CONSTRIICTTGN.,.
^-. :
s,�.
a .
-`
TP#e
,.
_. -:_- _ ___-_____
____-_
.t,
---____ --,"' -_ ,' '- _-.
- rt- -_ -.
"-- ,'
., 12 „D, E
'-
-..
Oh t n1
�,,' y -
;,r r i
y,
-`
may.
:,. -- `
1U..
nu F : a: Y
!i E;"#L fr`�.L-OF 0VERALL EROSION CO"Iff ..I�L MEASURES MA J.._... OCCUR THEN :F1.E.
:�
�
1,
i
''I
-:„�l,..
TT#s
"-.-.
m
,- _
, T
i[14 LF 1<62
,- @
Nrct try-T TS !i-Y c,TARi_1ZED AND REIt i ES THE APPROVAL OF THE
PR!) f SUFFICIENTL: Q�-R-
M
:
.-;=
__ .-
- - -
- _.
-
C-Ir ur .. r N". BUILDING DEPARTM Nl AND THE SWPrr _9vS`'FCTOR.
:.1'1
.'
s _
,�.
,
E r ? a
G M-- 'T - S i F C
EROSION l.:� TP : R4L P fi,v -.
, .,
U.—
r-,_, ,.,.>1'1.
-
.__
- -,.
1� a -
,-
PR �TE,_TTtity
se -- - -
f¢.
-_
_
1'1
I
9
-_-
! 05
1Ns. JS. ?:.:
1.
A__ EROSION n SMALL BE Pti A D PRIOR
. L
_
v
{
e I-
a
:t
7 3
_r
TY: D - F F.
/^ ry�,� : _ Ev, l.l'lI 1 1� AND .. v; _ ..a--i , IllN
�F C,A, TT ATT . TT , SHALL
a.,_ ,.-..e,. _. _.JIVJi RVC 1IGN V
I
1 �'�
5 - --
'
-
°?
',
.. 4'
,
/ r
ry
- -
RF rt�
__ .EVIEWED BY A QUALIFIFD PROFESSIONAL.
,-33% --
-: z
I�
_ -
; fie+ pJDS 1
t T T 17 O{-
'
o
/ '` - -
_
- - --
..
_
,:-::_ ,:-r. ---_ .;>::. _
_ , *.,
RIM.
--_-___-- _—
_ --- -- ______
-
-- _.
t.
_.
_
`TC --' -rt C ! - - c A T �aJ'. ..
REMOVE EROS..JN _sR !> . ONLY ,ANG-R =. UTHORIZA _" 1
DISTURBANCE URBANCE
/ -
-- - - - - -
-
- - - - --- _
—
- - - = --
- „ - �,; : ±�? )
S i J
06 ,\
QUALIFIED PR __,_..,J :<
_4.85 ACRES)
I / , .
I :'
4== --
- - . 1
_r;::_
-
MANAGEMENT
,�.
I_
_p _- -
' 7
;'h u -
L1.1 --
�1'.>••.d...
' �
:. -...,
3 -. _: _
r
---- -_
;� ,tdae,�
�`�
y
l.i,lUl!-W(.IUFi 11.,�, ,f�.._.v: ALL SUK..,.i._ .dA.._..`�. .t{UM _1� M .,.i'm. ,Uh_:�U
- - - <
��t
0i
SPILLWAY
J
- - -, -
��
T -
- -_•
"ll
:..
-
c --
- - -
i
` CT fTT I TC C ` G RTAI!' r'
�e - 1tY v. __ ._. _J
P 1 N �1, E MEP_v, __ _ __,J, IED
ONE � .U., G v U
�c;=
;'
.,
34:a
n
,.,,r,
�� -
_
„>�
Y � iTRA ____ W E ANG 1Li rcivi!V� AKGUNG WORK.
TO, PLAC1Nv SAL S
,
11
i'
\\
v .
1� J
r-- __ _.
y
�,\
_ T. - _, r L
:. �, pC 3
NDERGROUND N Ot.
`'1
4..
EROSION AND SEDTI , :_ONE �u1 MEASURES ., ��.s uN THIS P_AN -
'
• ,
d is r. ;'.�
\ t1'
ry
f
-�
IT 1
I G..G.F ADD- ' ! s. ! 4 1- ' ON
>; _ NA_ MEASURES _ _ RE UIRcL MINIMUM REQUIRED. Q
Q
�'�.
.,,%
`Y
E ,a_ EAVE
4 _
1 I
�''.
.I F. ..
FIELD CONC_T_GP �!__?,_ ,_ONSTRUC:ION L. TED B. ?.�.;_ . __
-.
\
:
PROFES IONA
-
I
60
L: `
rJ� \3
I >
n3
I - -
_
1.
TP NT `^vNTROL METHODS SHALL COMPLY WITH THE NEW
EROSION AND SEDI9E t
'EROSION
SD
��9
h\'
T_#d
CB 4 36 ° X 36"
(RIM:
' I_ '3j
j''
''",
YOR STATE STANDARDS AEG SPECIFICATIONS FOUR AND SED .fV1EN
o,
41�
,4. 4:.'S..
- �/ x
CuN; ROE, LATEST EIS ::�N'.
ry,v
- _
.. \�...`.
_
,: INV 1N:J'
i
-
u>.
�"' C.,C D
EROSION AND Sc MEN CONTROL ;_V SHALL BE M
CD
5
7-11s ti ,
�.<
PEft ODICALLY ANC AF acH RAlN ALL f R _ E rtr LONT h _:: r..: L
11
_. 01
-9R %�
,., _
:F. A .. 11-7F EROSION f. r IEiAIT CPNTRGL .;t_Lr + `_`. AS NECESSARY A.hl:
_ 0 G.l ANC
I
��
�`
,: ��
AS DItECTED BY A QUALIFIED PRu'FESSIaNAL,
:
-
1, �-
"`
�-
S
OF .. �.. ,
...... EXPOSED FACES _. EARTH CUTS AND .____ SHALL BE
. _M. _. OS C
�
o
-'
r
1
VEGETATED pF Pu1_ . _T-^ FROM ERG.; Ira iMME['IATELY UPON .. -.Pi . TIGN
-- - -- - -- --- -- - -
E
�J� V�q j,,.t
O ;\ `"
1
OF EAR,HWO..P. OR _- ,....,-. IN THESE � .-
1�"I 1'I..I i�. PRO CTl1 C '..i Tt:l. 1�^T
c� e. \T
_ _.
.. �GPyjii ,'vC MADE .. IF
i _. _,_ N_, SHAD , ,•_ _1y ORDER , . , ,_[�_, ,-
T OUT T FEN (-- P, S .
O-
,
, \. \
ti
> '
THE. AREA T ;L R. F< T
AND Q ?R= THE CQNCEt� F,-:I ,, .;F
,Cl
,1_�
__. -- ..
..F.. C.> .tU vJT r A L EROSION 0. G �KSEu EARP sLOFE S.
11,11
I
, / / 1
l'
d ROOF
4
%I.
h" ,
__--___--- _
3>
,:
nRLETION OF Gft;T 1 v_ 1 DE 'vI !t8F ' ALT
!�r " OPERATIONS THE _ AREAS H,-
c' °
iy
, , LEADERS
00 ' <-;1
A • -u _
n
- 11`_ ,F
_ _
- - iTA ^ C F `A
T'EG BY THE O, _::1r ,J METH0C5, LP _v _:JG UPON THE
\...� \.
� :
\ \ \\' \\ \ \.\\\... \
'�-�"� --_-.
\ ^. .\ .. \
\s
- �
\
., •r:.
_ � �. it
1,_-! A ' .%T �. i� N Gr THE APE1? =�-, E_ DER TO ftr, s _ ,.PERMANENT OR
_ -_ ----- -- __'
9
__ - __ __. -_ _-
_
- __ __ _- _. _. - - - _-
,-
� °
:-
_-
TFM rctP.✓ cFFnrAdG:
,:
I
_ - t^+-T - -_
-- ST0RM4dATER
''
�� u BE_' NftPPARATION
Y
I
TP#, >
\,.
--------..�---
,.\ ue
", MANAGEMENT EMENT --7 m
;
.- _
:
IF AREAS ARE DEEMED ;CS REQUIRING TOPSGI' THEN APPLY T)PS•nr1 TO A
_ f_ _ --
--
,T#
i ST _,_ •
- < NA: L -Y
J13,
--,3'
-'�
1;.,'
r; _
UNIFORM MINrMJ� n 'L,, FOUR _N h:, TO r
.� ,, .�. .:± IF T TCi ,� 1 GCfITI NAB:! Y.F
---
,
...,
I
-
-
_. ._
,. 4.
i - __ - - -- -- __ -- - -
-- -
"
FREE GEBtsIS, 1 .--C?TCTNABLE W -;: CND
FRIABLE AND LGAPY, OF
_ -
s . r
33 c ,
#
_;.;
__- -'-
.v
`'�� :, A":'� CGP7TAIN NO '"�.��; MATERIALS. 1F :C:P�;r�L IS DEEMED
\ \
v
'
1 �O
- �
CRED t]E BFf ,ZY SCARIFYING LTF�AREAS
6!NNF.:E.,Sa.P4 -A, SEErJ A. IN A�
�' -
_
-
-
� IRV:323.50,
I
sp
�V
Aru ,S _, _FL T'!F T
R !C F
AND REP „ �INw DEB ._�. .C_K5, ANC _<:1::. S_EDBED JH_- ft--E�ti� ,HE
--
' -
- - -
X
_ _ . _:.
<
_l Y 3<4 00
tOL LOWING SOIL AMt, uP�tly 1 .
______
idJ
- -
RIPRAP
_�__\„!.
Ot TLET
— - - -- - -
-
n
<
_4
wv ti---
3
- -✓
- c-7oE,
- - I-- __
PROTECTION _ , 32 J. - , -'
INV,-L_.50_
-''s �'
I[ �
.
B.I.
Lil
IMPE .. A ID OF E.0
--
- —
--_
-- - -
_ -
--�. -
,_n \, : I„
T 1_
,::.
=->
!
,
8.2.
-
F i-:T OR F UIV LE FR ACRE t 14
, ER:1___- .e_..: GOO BS OF Q A NT _
..
3
_-
__
-
`4,T -. ___ _---
. '.
-
,' ,, .
--
r (' n CQ F \ TlJE SGiL S T C' LL RF !� k D T T T:IF
0 A E lL T }L!V �A W P '� :
.,
-
- -- -
_ - _ _-- -
'
_.
i
Tv
ra4il
SEED BED l.IT ?-,a_ SPRINGi00! Awl. fir; OR OTNL Li .A;E.
->
1
.x, I
4
\
- - ---
_
010"'
^
n
\
-Pr,
Pf r :T
INSTALL ..:t MAINTAIN AIN <
- -_.
_
__
;.'
-. ::
,, :, 4 �•,
-
I
TtMP10KSRY N
ANNUAL Pvr-r� a �--- SHALL BE ADT' ?=T A RATE OF zc `uE,Di
v
"�
-
T F r ,_
CONCRE _
k
. e 1
n
i i A Ifs[..
,E r .-, DURING
r !t H
1000 JJJ � >__.. .,S E Wes..._. !t:E 1F v__,_�.V _U . . G
„
Lv
-_
h
t %'
n Tn F F
.....
`,
ufi:.,
_'._... ._
we
CTT`r 01 -.
TNSPE . _
t r-
rEKMANtN_! SCCJi ._;S
TYP rtF Fav1U 11.1
7
_ ��
'1
�h
SEEDING C f i /' "i- i t2 D1=G .. f-:C1-- L:CF _
HALE CONSIST OF _R 1000 SQUARE .FEET OF SEED
_\_
I
i
NG
s•,-
_
r T T T sF
PR ! 1 a K :i sl A � A
FAT NG PERENI� uP,A_S AND
CON A NINl� 50° 5
C
STOCKPILE
Cd�
_ -
! � `cif :r, t
!!Rf. !<.-r ! Q.
�
__
Z.
- _ .. •'T.
i N
P u RMWAT
!; F �A
A- SHALL A
P -! . s r X^E SPREAD i BY
1 K ALFALFA. tJ ,
O
\,
AREA
`' _
A1I
l.dd _.ICE: ___.6[ (n:" �:
TRENE.. _ #_ �'
-MANAGEMENT �k�i i3 i,l'IEItl:
h
.; R F 7 i R li rK...
ITILI_ING CYCLONE SEEDER, _ R ULTSPA_-. _E vcEL
,.
BE
....
_
........
-
T-.�:�.
{---qs3'
DFPTH S- i.._I 1,/4 TO 1 ,NCH DEEP, SEED iAY .A:L,.�.O BF
• ,
\
G
.
�..
-�%
l
, >„�
I ...-._
APPLIED B{ RO : T _E "SEr.ING: METHODS, ALL vEEDED- AREAS
ram_ It HYDR
...
,C .,a3.
.._,
._._ t
�.X._..�.: tea,., �r,dF
:
-
�::
.i
Ji'>'LL BE- :�F!.:L�-i!EU WI H STRAW MULCH APPLIED AT R.A ::_- U' 2 TON/ACRE
:,
\.,
I
�Sy y1
e t RtC i /
_ ,_, ,4 X
"'
8O ?
_.-__ _ _
EXISTING tAVt
� cs
-,u- ! BS PER 1000 S UARF EF Tt AND ANCHORED i�t,tru 'TERRA -TACK OR
Q
.....,
.ter . r.
��
TREND., . __u
�
.. '-.
,. _
!-T
_ _ vd, :Et -.
m
I 11_
v ,_
_ ---
,; ,
_ —
\
-
RIM:s
ROCK
-"
l l'VV IN . 51 +. { i
hFN FNC(lt l TFR HA! i ^F ! 1 ERCI IT A P M OF 1 2 T uCH, BE , vr'
W.._.. 5�
.S,_ ..
h
4i
g
n ;
�I
INV OU i : 3c .71
_ . _N. _.-ED ..__ _ _ND .- _ri<MJ.. -r _ _
-
f' HED GRADE BACti. aL_ OVER THE ROCS. a, Aa I (CONSIST r 4 4
_ _1�_ _-
1
V
-...
4I111
.' _ ..,
\. ..
{t, t-;'` �._.i..i`SU
11
sv TPJ
J IV r1LL ANEi L _>I-; Ii'=.J GF rUYJJi L.
u
BCD
( .,<, YO"
,I
-%* ,
nv i
-, _
-_
\: _
4 g - N-1 2
-
E-DPP
D4 2"S cT. CIR.T i8"
_ INV OUT. .
_,3s !y°.
;
_ _ _:_AK
pi. ,, -,
�. ;:
_
,, . ....9 '�,
- 1
16 Li @
t ,,
C
G
,`VJ ,'
`,.
�...
..;
TF r A. -'- "3-'^ :.�M7MENDED
r , ii F DURING THE t
STABILIZATION N r NG CANNU ING
S ABILI O
a�
_ ,;
--_18
,
_ !a E
i
ti.
� YI yr P A H
I AREAS
7 1 rL AND >,t Av.. MATERIALS ..rAv
_ ERIODS OPS., _
\
---
4 _ a
'FtI, ;-n .STABILIZED ... SUCH
\
-
- - --.
- '> '
of r
_-
--- ;,,
TTMF S EFFF.,_TTl,'F S�Ff'Tt\[G. CAN OCCUR
iv
�} <b
'�
__ '--- ^_--`
-
-- ----
€
y�
\-- -
�-- nc -
v-- - -..
¢
0.
s - >N TV1EPvT
F ,.,s
STOCYrTLE Pn _ . rALI rdOT BE IOC
\
nai n�
nv .a-v
® -
'_ -- -' - _ :_- -_
---
'i
-
z ti" ST FAM_ i u T"TREK SURFACE NAIEu BODY.
- ) OF ANY DITCH, _ R_ J
-2
r
_
__
��� At;
-
»^::
\
`p/.
---
1
- -
eTF :n
__ 'PIM,. .: : x
• �:. 1 1 irlRilF
_� :IEr-
-,
1a
ti
s
......
''
-- --
:. J�C,�H..:IED, ! AREAS F,��
IF CONSTRUCTION OR SECTIONS 3N 'COMPLETED, Ar,",
a2 ' INV TN "'26 A;. 2"
;t 4 `I 'i= [`c
l..i E.
:-- S>°
k .... c -
,_�/.
�.
BE SEEDED AN OR M11L _r IMMEDIATELY .
a ,,
-..
-.--
--32 9
- __
=,_
st, �
ji` V
P �
-L`j
JCL .. .--: ,,
INV IN . 328.05 CB ) _
,_--:T_--, __�. �.ti O :^j�
INV : 219 , 77_ 1
- ---
[r _ -...
. -
- • -; --
'
-- , T r
Oe CAB-2,_..,, .N THE STORE`
T; THE APPLICABLE TIPULATIONS SET
..
y.�.;
1•,
_._ ..__._.. -.- - Ati
v
R) r,. ,
�, = =
'i
,. 'V _V
k b
7 3
_ _ n-V - _.. -
-:,
/ �i !T " 5 l _ __
s..V C.. __b.30 {15 i
-_ r-_ -Y - -- . _
k
,
",,
, _-- a %� .----
`"�__
-= T
A,-R - --_
SN ,Tt - Li_i t i ON Pltr_VF_NTII N z N SwPPPj v;EL FOR THIS
�,
__
- ---
- �-- -:
_ _ 1(
--=' �,. - -
_ - - - -
-
C4 1
6E
PROJECT.
�Z_
a ___
_. - -
-- - -
- -- - -<
- .4, --_
-_-- - 1:� ---
-- -- --- - -
-
_
❑-... 330 , 26 `
��`�_,
- - - -
--_ ___ _.
- - - ,--
--. ----
-..:, __._�-_.-__-__.._._
_.
-__- - ___- -_
x,i�i
IN I ���
--._ -
-
.
fD
_.. -
i
I 11
328
_'
_- .-
- -- _
_. _.- - _.- - - -
_ - - --_
-_
"-_ -_.—
_ -
-
,. -.
--. mm�__. ..
'f - --_. �.. .�. ,_ - . _. f ..
11
.. .. ...,.:
„ . ' . * ... :
s. - ".xis,.--:'`0#f
_._ _-_.__--- - __ _--
INFILTRATION PRACTICES: ggp; �i 3 g U.x``' k.,�411
_..: T!E1 TT I S 7SEDI ,-F- - A r' T. P. t: S - . PLANNING NG BOAR & 201Z t�� TTes! t'�Lt
.
iNHI T �A s �OPd PRACTi(E� SAL NOT BE u:E � A� m� bP EIS f i RAPS , ALL LU 'a i R 01 a tti t�i��i0'Ff Si TALL �3E OIREC'T E0 i,u t; v ,
3� - sc c: __: _;: zz7
p T E g CONTROL DE 1 : f� INFILTRATION F Y :ON,! v :PAVE FL OW DIRE -:T ED T O THEM M 1 NtU -T H �TTF Ii�� 'I, n ;r.;
AP, ROPRIA E tt,�.:_.e . COfv I r � LJ�t. - it . vRASING M� . t , ! - S U� � E € - k?; w
- --- -
p-: - -• R r5\ VEGETATION
T,.= _ 3.. -�. _� SUBBASE.
. 1 T T- ii ¢ .-. t.fl : / % %i,
i iR� N, ! t _ Tis� ✓// r! ,- % vi : lai / %i l �/�� %/' /� 2 '
A I.ON OR THE INS[ -<,,BBASE PROVIDE INN P ROTPCTION AS IDENTIFIED n,, ��;�n, � n,.,4,11 i;
BEEN STABILIZED [ i{E+-aET. s A� �� ION O. . -
A r _man ,,,, u
or
� : r' f '"eS��a�s d 2
-F +
J „ , i i l e C [�i oga .pr II1 s. �C Y M
aT Y _ 9
n
DARE __= BE TAlENdi ,� ,,;. TR(_'OTIOi�# AiII`T?Y IS "SEAR I�FI�TRATIOfAPACTIOiV Sty!-!��: RE AVOIv�l - - j�
DE-CONIPAOT�c3�J PRIOR TU i1EGETATiNG in I z �
Date Signea: /o L�7 1 i _.. = 3n .
- -- - - r _.._.__ _ _
' =-s.':;-- ___. __ __ :=:--=ter _ ar +tom -..--.-s>=...�_ <;-�.t;,...�.-_-s. --- - - - - - - . -- - - ----
-,
f !
I I t IL AW
Ve ri y
I I
P.i0, Box 4' 4
iTro. _
_ .. - OU V�. iSY� .-
/**""� �= =---,dbL—
r WIPw
\=1
Middle . rnu_ve, MY 12850
5iR.5-A4 6I7{S
m unterenterpprises.CO[il
11
m Lu
i ♦-
I F
n
Y
cc
3 >_
z
N
R z
ii
O
m �L
i _
CL C
K
%� .,o i 0 :5i
ul
I LD
i z
s
Lij i
I
mmamm I
F' v
i F✓
ri
—
>_
(1
I
-s
r,
f=
F� n
l �q
/Ir , 3Alui�,,� �.�c',.� •
y 4� a
,! 1 1 7
, g l4
H% aj
;
- ,, ii�
3?
`it a f., A s a'
"N ;+Yn� I
, Y - r�\/
IT 15 A ,VIOLATION OF NEW YvR STATE EDUCATION LAW ARTICLE I FOR ANY
PERSON UNLtS-- X
S.F A-_T_Nr, J1DER THE DIRECTION Of A t _1SE--
PROFESSIONAL ENGINEER, O E WUMENT IN ANY WAY. IF ALTERED, THE
ALTERING ENGINEER SHALL -AFFIX DOCUMENT THEIR SEAL, THE NOTATION
"ALTER€0 BY" -FOE 0 IUR THE DATE OF SUCH ALTERATION, AND
A SPECIE .DES G ITT, -F : AERA:ION.
COPYRIGHT . 2022 VERITY' ENGINEERING D.P.C. ALL RIGHTS RESERVED.
^ESIGNEG B'v : EAS
0RAWN Bl' EAS
FrSCF , Lsr
T
APPRVt0'' : AJ d
DATE: 05/16/2022
I I i i ->-
< <
- —._-- r
I
z
- — H
T� �
i ! "v! i3.
H
u
03 �p n
- - ______ -
I i .'1 1 ,i
rN (N
1-1 W
1 1 i � 00 I
I CIA ! W <
z __
,`
I,I,I k 11. 1 1 '' 1 ;�.
I !11
C
—121
n
+ PROPOSED TREE
Z_0�1
RELOCATED TREE
E X I S T I NG -I RE: E
PROPOSED SHRUB
0 EEXISTING SHRUB
LANDSCA IPT NG SCHEDULE
SYMBOL
Q_. ry
SCIEN'TPTC NAME
COMMON NAME
QT
ZE DE'TVPRY/NOTES
II
R
QUERCIUS PUBRA
NORFHERN REFD OAK
3" CAL
B&B
MFIpTA DEN-S-1--.1
DEN_jA -SE JAP. ----EW r I
T
B
RS
24
HEMEROCALL-IS "RUBY ��)TFI
RUBY STELLA DAYLiLy
a
G l
AS
i 16
ASTILLBE FANAL
ASTILBE ".RED,
A U I H N P
- IF E% T SCREPANCY EXISTS BETWEEN -I HE PLAN AND PLAN-! LIST � THE PLA SHALL GOVERN.
r.
Imago 40=1 4m -0 ommmomm, Opp -0
A)
LL
nQ
APPLYAND
D N SURFACE ARE AS r,., L-
LAm
3
-ATFD TRFF PFI I)( X
RELOCATED
V
I -AWN
7
k X&
J
A
Z
C:XTcTTIlC-,
CE_
4tt* TREE
RELOCATED TREES (4 — — — — — — —
- -------- ----- --------- ----
'ED TREES (1)
t
VIA
7t
'A
--- ---------
"Al
+
90
N\�
p S,
4
N, Fps, TX As
EXI STING SHRUBS NN
N\
LQ
7
NN f, N;
N-
S'N_
R
50AC - Sy
N\ \c - -.1V
NN
0�-
(D
A
m
N
INN.
R11 IN,
90:
NN N
*V
qjgj
---------------------- ----------
if
,os
N11 - - - - - - - - - - - - - - - - - - - - - - - -
r
PCZ�Tl
TO APPLY SEED AND MULCH
ALL DISTURBED NON SURFACE AREAS
lolol
LAWN
IT,
4:7
t
7-
s
�OP'C.Tl MULCH TO
u - -
APPLY SEE� ANI�
I� ' NON SURFACE A E A S ALL DI Turi=u c
7t+ -- -----
I �3
i qLc,
N
i(-1
LAW
2 m
WWI %-Uw
'i 4ow-Amm-ARM, -OMW SOME �'AMWEl-MW0NNNMEEMNNW AMIJI, -Ammmmmmma Imb,
PLANNING BOARD # 202-71-17,
DU) kJ Al
roved a autl
V,
Line I a3 r r eT
e�ha
e Signed La IZ-3
reSollution adopted
w-----2ratnc:a Springsl
EP r
nsf n /
1ANDSrAHNG 1% --Tr-C Nf)
ALL PLANSTO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF
NURSER YMAN-
CIONT RArTOp SHALL GUARANTEE A T A
ILL PLANTED! MATER LS AMTNTMUM Ji -P ONE (1-\
FAR. IF DURiIN TI
._M_IF ANY PLANTINGS AR—E NO LONGER VIABIF—. THEY
,
SHALL RF REPLACED IN -KIND AT NO EXPENSE TO THE OWNER
3 CTOR COINTR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF T'll; E
; �AC i
PROJECT, INCLUDING WATER"'ING, STAKING, AND FENCE
iTF SED I ANT CT TT1 OCATTIHTTPOf OON; CONFLIWU I�, LES, OR
CROWD EXISTING PLANT MATERIAL, NOTIFY THE OWNER TO CONSULT ON THE
A-DJUSTMENT OF ANY PLANT LLOCATIONS.
N
5 PI ANTS SHALL BE DFII PIERED ONLY WHEN THE COU'RACTOR'S SCHENDIII E A' LOWS
m - -- ,.E: -- -- L
F AT
OR THEIR INS TON IN H REASONABLE TIME.
6= ALL PLANTS SluAl L BE WATERED I-MMEDIATHELY UPON DELIVER%( ANDEVFRY THREE
17311 DAYS THEREAFTER UN
PLAN!�T
NG.
7. ANY CB<TTTUTIONS, CHANGES, P 4-,i =CATIONS SHALL Q AP. ROVED BY 1-
TO DElIVVERY
L
8. f-TN_1 SHIELD GRADES IN LANDSPEC-P r Fi T SL'NDS SIIALI BE ONE INCH il") IL 0 W E R
AD I
THAT THE Top
OF ADJACENT CURBS OR WALKWAYS.
9. AILL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHE IN! T _S F NOTED.
10 . FINE GR,-AD_ E LAWN AREAS `01 PRO" ` _11DE A SURFACE PRE E TPREGULAP AND
G R A P H IL C t) t
I IN FEET )
1 inch - n fit,
120
0
V e ty
Ver"
lry Engineerinq,
P.O. Box 474
I rsoy
New York 12181
518.31H.�"200 i verityeng.com
A 0004N
1 NI:Y -goad
IfAliddille Gilrove, NY 12850
518.584.6174
munterenterprises.com
Lu
c:)
6-4
z
CL
<
UJ <to
<
LLI
f—i
CD
cy.0e 2
If
u-
e
rsv
Z71
IS A VIOLATION OF NEW YORK STATC EDUCATISON LAW ARIICLE 145 FOR ANY
CCPSON, MESS THEY ARE ACTING UNDER
- �'F OTIF�-Tjr. 'IF A LICENSED
PRDFESSIGNAL ENGINEER, TO ALTE TK _5 DOCUMENT IN AN. ' WAY. IF ALTERED E
A -TFRING ENGINEER SHALL R G THE DOCUMENT T_R SE A 1, THE NOTATION
' L AFFIX T T
A TEREG BY" FOLLOWED BY THFIR SIGNATURE. THE H -TERATION, AND
SPECIFIC DESCRIPTION OF THE PH�T�Q
COPYRIGHT � 2022 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
DESIGNED BY: EAS
A C
DRAWN BY: EA;
CHECKED BY: B T S
APPROVED BY: AJV
A i
ilk—i— A S N 0' Ir E D
DATE: 05/16/2022
jlil F
> >1
m
aw m:
m rN
00
------ 41
>
is 11 1 ml <! Lu
em
a PLAN
C 161
5 of 9
§
BASIL ENHANCEDa
SF R Y
iLH �H = i
,
BASIC
(IN CONSIDERATION CIF
(SE.IJR TY
"SECURITY
r 1Tr-
PARKING LOT DESIGN _. Tr)F
E,i
,•'Et TYPICAL
_
PERSONAL SECURITY OR
r
iltrl TNG FOR
i
NTING FOR
CONDITIONS)
VANDALISM)
PUBLIC: SPACES)
PUBLIC SPACES)
e !
1
LUX ! FC 9
1_IrIX 1 FC
E i IX 1 FC
LUX 1 FC 1
-
MTVIT°airF ljnRT gi
:
! r 11%nn1NAN° E i
? 0 7 !
10 j 1,�
30-60
i
(MEASURED ON UIRFAYa HOU
3.
(SHADOWING FROM ANY OBH )
4
1 11N_PORRATTY f, ATTn r
0
Ej
5
° 'MAXIMUM- MIN MIIM 1
20: 1
a . _ 1
1'. i
*AV'G MIN; 3
. _
MINIMUM VERTICAL TLLUMI"JANC�
gg
1
1
(FOR !-ACIAL RECOGNITION AT
1
1
°
5' ABOVE THE PARKING,k= .E
I.r+ z.w
2.5 _ e
_ 8 � �._ _ v
12-60 j
AT I HE POINWE �
�
�
1.2 6.0
H0R N;; NAt L--
'HFFERENCE
RP 33 99 RP u 98, 9th Edition IESNAA �g
Handbook T ESN' Handbook Tenth Elj, § ' on chows a
Medium Activity 'Lot = -1- Aveage with a 3:1 avg/min
and a 14:1 max/min. Chapter 26, Ce 26.25.
LI.':WTING SCHEDULE
S'r`i isOL
QT".
LABEL
ARRAiuGEMEN T i ! ! v!v . .#__;BHT
TOTAL WATTS MODEL
[( �
3
§ DECO
SINGLE ycl,..
80
DECO B824-LED-80-40-73
WP-8
WALL a
47
CREE C-WP-B-TR-6L--;�,K
5
WP-A
WALL i 8 F-.
II CREE C,WP-A-ARFC-SM-1L-40K
*CONTRACTOR TO LO (DP- FIXTURES AS SPECIFIED OR APPROVE.> _-Q _PATENTS,
COO.. _.�A E i�_... -_ _GN ENGINEER, COLOR SPEC rT_wD BY OWNER.
'-+ n n re r. r, sl o r ! 1`"%I i 1�'§ �'! ❑i'i P 4 e aii: S ® i a i 1 a ❑ i a (.�� 1a..§ • °r �. is § a r�. w. re a n 9.. s ❑- k . U- 1
- ,-: 9a11 ! 3 0 • 0, . "azi s i_.3' e a , a 3 'y • �L«dl ,s.SJ x !� ! ,emu. s u s �5 ,}�"s2-E. e_a. a Tf..i , . _ -.m. _ -
a . - T_ --' a uo:> . ®• -w.. - '.'%.' r - - ''
a a - - - -:..a. - "ham ° A ° NO C
1. NLGq T� SHALL . _ t OOTH ON ALL EXP G SHEET C-161 P !
rl -r-v.. 4:: P! !'2 r? J° i s r� :3As a a .:Ja a as a ii wi r1 rf� a -•dam _ _ _ e ;:`r:: . D _r :: A
a.1?.'<I. _ _ -aA rii_ a _..Ai _ LH OR G.T T t 'v... s t
- , .:- :: - u 3 . SUR!-- Jr BA „r _. FT ._„R N SN SYSTEM ! _X POLE LULOR ;,,N� L
_^� '• A .. - , , ` : a - i a a ° , - : - • C.i . Lri - ! i.% • u' % ❑ • ❑ e.i . iu , . a.a a - z a : s L14 ' s.s s :.s s, + + ,�,,._.. - i
5 5
- / �M ra n ✓) ( _ / { I 1 d 9; 9 a , , 4 E _ n i i i E 91 3 €_� . 1 i I - I : L, ®. La laV 9 . S- i� §r� ..L .d- $ -b- +�' ^F # _ �.: i, "DECO . - -•-::> �_ -_.. - _ _ SPECIFIED v a:-: -
L, a �, - _ -5a., ..e;.a ��;,�.. % . �:-q,:«. T.m.E ...� _ - - : GECG _.�Ri.->€- :-L- EXPOSED ...Fa.<F _>,(>.iET STYLE L_-""r'..C_ vE:PEi..1+ 1ED,.4V _ ..
-- r
- �rTT
r: c
_ LOO^nu_ .r•.. � vc�_,,. iOPv Wi.., EiiL_
,
`WIS .3 A r, a -a ai' i to n n rl ¢ �§ E E �7 j 2. !=N:TERLINE l F YLE s` LIFE EDGE 0`r 17A'vE ENT 1:PttIOR TO INSTALLATION.
- 1.. - - - .• ,. - - i to - .. - .. .. FAQ - 4 U� . ❑" I '1 _ - i
:.
� 'Ira ... _ .._, .: r.- ^T r n DI
e ¢L L f _ . � ! (UN1_Ea _NDICATED s . ERu_-- _:N PLAN),
ra ^ r-a n -" s .% ri r4g %-i? r a-i[As { i 33 COORDINA- .': OWNER FOR POLL- §r EM A,, --
- -, - :: :: : , - f 1 .1 r n q s� t�s^y 1 1 § § i . €_? 1 : ! . L� . E i _
1- < <C: ,3-'. : ,- 5 a :' F !!'�gg • LiL E : � a ram_ : 0 a ». �_... ;"T - "t ']i
e e% r" 'e S 'i i i 6 e ..+ . v a . ss.. + ., a..,. .".. ..�v FLT 1�V
. ❑ LI • i 3 1 !� . !� % u • § i . aJ s L . L7 i -,-U a � E 3 ., �!_ _ 5 • + ¢ E +
§ i § e l,.l a : %, ,. i 1 Ii,13 it t ,�.ts ❑ a §: 5 _
==: ::: <,- - - ors _
. uu, u : a ._" _ " p �_2¢� : _ :�- t . �m s = _ _ PROP _}OSIZED P_ E : . OP THE
H
.._._. 1 - __. -_
_ ,�, r,. .r-, e-, r, �9 n sw - u-s r"'s .eti $"8 !'� i"[ ! e,/? i`9: !'ir" i § s"'3-2 . " o i 9 3 a°,w? 1"�' 9 - i9i i S'7 �'q 47 ®, 8 i a ❑ §�°I = U- ❑: a U , 'r..>I.• a- =s �!< • ° .
-. _ . - . - - e - . rl,i i5 yi 'i ii i"i r rsi r g 9 § ii rq� - , § % % i - - % e a ®�i s i a i s q . i a ¢ § ! i • a...3 1 • S s '! a . �d ®u + %r s u �.a�+ a i..a a� . a..a „u a u € ,Ll s ❑ L ,ice ❑ + v -6^ is
1 r , , : $ ° e t F E i x ° ' e: L. • L].:J,r z ❑ • u a + • U 9 _i s ❑ 4-- • -•L a 4-i=� . nb a ate❑ ❑ 1 y❑ • ❑ . � a �„ - 5,e ,.a�,=m. „r' ,❑ e +
1• a , a a % "L.e° . 'sd• era i. a e t -T 3
i P i
... �<.� ew : a-9 ;-'@A"'i s': a :#� s� l9 �a -ei; e" i �'a a ire-,. i a .! i 5 'sue a a -5.,. i`i % %_ a S i� - 3a� `a®i" • s s L3 • a... e° • t. ". -a
. :- -. �.•, ,_� e^3 - e : , < - - - - :"/ i a 3 �i 'f - - 5 3 „�e.� 3 lmF a „+ x m _ -- �v*
_-. , - , spy- , - - - .. - . , - - a: , - - - ,.. -. r - ar . u 2 . !.� s 6P L s s. = ist
02
a A ; _ ; e ; . s E ° s a - a a - - < - - a - - 4 ❑ s ❑ - i U • i s a a.a a :a �a ®�, . 0 2 e..i . i_i L a �. ,t„� ,{-^� ,T 't''� ,E �""r. : �'" { 9 i �.
, ,. ! _ ,. 1a e i _ a .a Al.. t ( J ....,1. i § a ,a,�.! = s_! ! _-- ,� . ❑ .�„ a. -a•❑ + +� t -IXTURE
® ra. :- �•.€'"' r^e ne`*. .�: , ¢.. -. ! 1' a 5 e_- :": n" o l e ; i SS ": n . 17 �' • . !� k ,-
-_ a rw rt P-1 f`f 1A a i i5i.� 1 § s e ° 1 § • g iL 3.8 -__._ „ - a-s a. e j : i . � .__ : Q �;e .l..i`?.. : r im§ . i • 3.� ... 'imp§ • U/ u . L i u • '�_. .r �.. < 1
a�wi gy. ,�. pp a u • ir.. -.. p-gp q-�� 5y? �cq y /w ..a .%, y-.. •r _ -v ... "+ + + e ,
i b' -iE1 F is PI A 3 O f l d, 1 1. !§.ia_,al �.I�il,,,.I�e [,.p�•J��J}��Js)� 0. ❑ 1f 0. ❑ • ❑ ; �° a °+��=.a.i.F § 5..2 • ❑ • ❑ • ❑ -- a�6P .':{J� +0. i1J. :L.0. 03 + . LJ
li e x . i n e : v3IW o.�.® °_ -ire 't�a.rs + + + 4 , - T T. -e
�. a•c ,?'t 3�: i : S®; `<"` r! 'K G i e
® m.R �� p�^i �pp�z r : , _ -12 �3 . ❑t.a Qa -_ � :❑.-POLE
,tee. - t a -. r"S :`Z a § :: -i d i e"i L'R i a _ �ry yµ� - u .. • ?ry7. ,r a ,m
r . , a e a , ._. v i'- i e ;' e s , ` - ¢ E,4 l�.e i.E of a:�a- • ❑ B <. za.r<r- ._ fi ' ej.°� -�_❑ -ti` '�^`�`
�3
+r'f -sa rare e_- - - e R.k a ❑.�<. ..� L.®s �..s .... La , 'F' - _ _-
E: _ a �� T _
n n -t +'" -
9 E® U e . < - .- ._' - ,. a: ,, • _. - .. -- Ii3 _Lr., ee Tie - sae 1
z _ -•<d-5 ... >, ,� .wa- r-3 rs �A 5n 3-a - .f i 3 /1 fl- F B i
,� - _ >� s s - 3.s • a. _ e pp <:&A :iE " ' ['S §• %. 3 •L<• = a..a 2
_.. - wa - �7 r '9 is <<! - , - % 1 a % L3 -LJ i.3u a -- . , ❑
I -
rl -a 1 1 i - ! 'S . ' . !. 1 ° _ . a ° - • L a 0 .- s =a.L. a 0 . u!. Jam. • • •❑ • .®. / ya.� . i, 's.�' y,'x®i ' L5 . € e fa.'. • $ i
RR1��� �} ��-a9 5y�5� (j d�
E,p ) .4e9�: L.•. L1 i. s w • v
:. L1J i I i a i�[L i✓ . @ �i . %� L a • - r t r F +
.e .. T ! *tee; -a._ a �,=5 H : w $ + i. RE=N Rr d HANDHOLE W'
d GROUND
r.w,aa n "' ss! ! E -ro .oF ew, P4 �`!! a 3°S e,'_3e 3! i R �9 f'! t�5 :i'v 6 3 31"i e ay - a� - • F -
- - dd - La z., s �.. -_.i . .§..,° 7 's.r`. s ' 4.: #u "' 4." �.. „�„� +❑ a = i f . §aJ r.... ;.d:r' + N ^ T;. '-
�`'+ 3 ' 3 S �^a �': : - - 4 3 49 as. <.m.< e u a aar a a s - - -a
: . M- e '+. a - ! !. , . 4 . 07 0 . 3�. . ¢ a '. .: i3 1 s 1_a �-..C`3'- _{. �e =- d -}-�„a,<= '�i,
: : i.:< z ::tea .. E. 3.. ti».'� '�" , _ - - _
.x d ! § ' e� is ®a - ems, ,�
..14, r s a T 3 :! sMnTrH "dG LirHTFvt SArE ! JvaE?
.A . -a T- n A r : d a i �=° _ % ! a _ ia1 _ _
-„ >. _ -� < : - is!.. �+.. _"e r..' _ - z M 9 4• $ + : 74
<:. § r v z c.. a , , . i i a .�<
1 % A i o 'i . 1 1 i i g ' 1 1 i i I : - y� i..% . u u . r u €,»w a , a_< . ®. ;,...:a.e®. ,tea �3 ..,: e^ ,,.,. :• s - -r: < �a :,,�,.... '�" �`E"E -g ,�� 4` ANCHOR BOLTS WITH
if i i e1 As s! d_ 1 a i:L�aul a< I:La u. .. 's' : - - : -<. ; f _ _`Ane , _
- Ir. a ❑.❑ a .w
-iy.-a
a • �. •---pig'` : - " s , Ht;L>" END taALVAN EL
r
a. -
ry a^s rti s°a 'S A Al t : , � � 4 r "� � � a ,sue k -
- i
.. ._ 5 n re , - :ia t-; ! 1 i-- §., § -%� - ;:a.,< .§-.€ § .Ls. "r a.®e. ...tea E� a_
as m®: ,»_, ,� :,» wx <-e g-- "e 05 _ ePi - - - - ^E- ! - j.. .1 -
T :: _. .._. :: E
_ s.e..
('�/i .: ..r - am E._ b, .,e . - �.--£' K ,yy-- m, - ..,5_ , - , --- , - 2 1
"S �i U. • • ., a_ v< s 9. - . a r • a®A . L • .L` [ ,... Via' .,. -
._� .., - : - -. €,®<_< , • L... .E,;.a6°° _ moc' :a - - "" - ,« .s # + T + i' - !<:i. 3-%''< ` �?-tA:'ir tR
-
_ n 7 n 0 rr qS SE
_ w
g-":. ;tea < ' " - - A.
_ - .-. a yy E �.� - `ia .0
` iJ. id u
:. . .a.!s. x 9u . s: d. e z 6 -. Y? _ 5 , - z.,. :- - , . :s-E, v a.! • ®.a -f �e _
a .x ,, a , a_z /'§L, a . a..F , - i �. v.,9. s.e= ..3 a.J r...• ac...a `£:. .1..°� z
1 a i d i • . 1 i a A- i s Sam, .: s.,i !� • u r s � � • ,� �� . IL :..1 s s#,® L s �� y, ,�„ ,�, ;.: ,�, �,.:. ..�., -�. � ,*.,.< L.,, s ,u -:+ - �'-
r _ .._ Tom' . � „�i>� i` + '3^ + t '$' p
i
.r, n F.
, L : ,-.. ,� ,-as :: -t i
. �� SEE
i s ,, .,` si'a""'E, r"f s : �.. a. e_a • , , .. s.a . am+ . a .ram _
a . u _ DETAIL A
-r. . J
I i >p
EXISTING 3EXPOSED
+" .m ;._ I 3 33 .�-, E? 1 : !: '%§.} 3 d!3(�.i S.•�^� fi E 3-
LIGHT POLE A
r 1,.. a +-s-:"'° -h "d � J�
- ; • a ! o i i ` : . - s • u . €�i ' Q i r i P` iI c s
- -- i � � !h DETAIL n'
x J €' _ UP INS Uv33 T�lB IDr POD'"
1 § ,�®-e -e-"- E Ee r . u s ,a i - - - -
i i = s a - 3r
< :g °
i r 1-,-
4 `•`s a i 1 9 CONCRE CONSTRUCTION
,- , g £ INCi BASE
_ .: ❑ i i i , § a s a - .' i 6..i'.e Laf - 24 X
.. -- " - v"'3'iTi �E4 Sa-1 a !t-:z s"®e E `so :i <- a e „ ,? :., - 9°i •. + _ ®.g e _ . ._. •.
.v-. p
ri
'� �'� i u:iOc,-1 rJl AIR N i
l,Rr:CEL -' -
µme:, L
:. .. -. 1.. =__•a: ::.- .�';®mrr-•_:.a �'. '_ �:r i :: � NG= `: a,�bul_lOAL W% NO,� S
i BACKFILL VERTICAL
i D.C. CA!
z..
�TFG ,�T
. a + . r IAL
9 yy� -. H 'OMPACTEr) } fi
p% @ w•__ _-. -. _.LBGf`:ALE iE'i!:9-i1TURBED
a ,
i
t i CRUSHED T< CO P.. F0 TO 90%
4_
4 • i4 • ❑ . 11 ❑!S GRE STANDARD 1 . ROCTOR
__ PAF` BADnT
�. i
y.
a
ITEM 2C3.u:
1
T a t'� and
,y�p�� ry p
ry • • a• -a. • e a o e a• a- 6 , ai e, o, , a i• o• e, • z ds ee F 1, na : {p l:_ 4 E 4_ _ nd Pole e Base Detail
e u . er a�. ®. wee: .i- ^F` � L.e. ' X L i.� F'� C�.
"�.®.E • .+ •ram---^'_ I T C
>r
v� qq
�.
i EJir
i- -- -- Y-- e e ; Sea: , ••� pp
.... __ » - ,._.. m. •.-: w.., :a.®q:., as ! e &s! e.. 1.. ,�.y... y
,w4 _ r'S w 5�s : ! - i^^ L& :1� _ a `. 'i '� rw s - i :>ss _ . o - $ i U a Z = i�§ a �
-a -, -: a""s _0"3 }.., E'9. _ _ e ¢ ®_ " _ - =- - _ - ®a, •. ,.®a - aL _
x- -_ z, -5_ v. %<< i.� L� a e iJ. J •Y 9�
ti -
-- . u -,.3ys ....r. ®..a,�...._.-�i-tea- ,�5.<: .�., 'z.� •
Del
"! ,®, .a. �. ESA
. :� :: �: ._. ; 1 r ^� ^'1 -� r-i e"" r" .<% s9 . - ❑ . l u +. __ U• L;-. !_I..
:: ::, _&m aea ems.
a a• a ,. r ,• a e� • L8 5 tr'77 ,�%
ua �� i�. au L.� ai<i.a 1 a: ; ..
s. w. ,. =r '�' + .E a '�' a '§'z- �`--° '?' -�- ,a- 'i- #"' $''•� ..-fib a Y -.
- -
r
aw -
�.® - ___(` _ , .. P. - - 'Q .. -e n:.: OE n
_ �� :: : - :: - wy� i `ate ii �'3 _ + +
e • - - !. - - - - ri a 3 s : ? 4.1 i® Lae % ! f� ° % 1 § s•e . >•_ e = _ i i = i . . i . U. s . __J :. %-,§ . ad _.J s :..m r i 3i.� +
`%a NG 'sP'.
!� Aii 3"9�
lw�iZ 3 ar` s ii2 a SJ •. - 3 sd �.+ 1 ,d•m o s 1--
A _ - - '�'-m _ T• , ,
T � q � { y. a..a 4.1S
, ! E / apya
- �, „�® �. ,.. 5,� e C? '!^, _ j„ `�-fi (1�� tt ss . Ld 4 5.3.. `7 .. j _.y,i • a_i a_ . �i.i�a®e £ ❑S2 ,-.r,�
- 5€ b`mc = •._ , -. •-L-§. . 3U . ,�,.._.❑ w°•, fi T
C` s�
+D % ' :�_
__ _ _
4
y A
os
i ^gip p� " f�a. i. 63 F - . 3 ¢i % a a � �qq 'p/q . � - • aid es - !>< . -1 7 ❑ . L ❑ • m., a..c 4-a_:, . . _,= 4,4_2 . 1 j e . : 35 I +
5, €! 1! -9E 1_ a ❑.20 La,E� _ems Ld.L� La
eaw
_ _ � 1�1 � �S�^1 i �3�€
r� S its i". -7 rl p� a e -4 1^ at e� 1p ! " g u U.S T a i3 • : : 3:. ❑ . 0L
�! :°`°. � v,�v ?®4 i� . . = ei� < - /} - - �Fa ;ice' R.e . i :.•v?.• ¢ ❑ • a - - � m s , a. �.... �, §..i a 20 �� • id + .. _. _.-._,_.__..._ + -.
as❑ . ❑- 1- +❑'• ❑-'t!: „.❑ . i..f:,..: ,§�§ ¢ ,a, .�. ❑ . >m.,� +O s ;2 : L.a a A �❑ . - f� ��.+ e ''�,' �;,'�: a •:ma + • + „�. a .}, ,.�„ '��" ��,. � a j + + + a't- -
r, ,.. e� w r 3 wra n n AA r': .A 14 �° rl� r '1_S� I _0 ¢ °+7 u . 3-1 +-u A, 1F'� Ei 0
❑�r
r a : - �.r." s i .,3- �,a,.a = -a 5 `i®°, . 'Y
El
❑'f`❑.3'3 8.� + +
5
4.
,a. P" :� i -® /:� !"! 1"�:!`",1 w C .d .J e..1❑ . ❑` ° e. Li 6°�°r' . l0-9 0. -13 ❑f S� ❑ IS2 ! +L.°E e.2 `� +LF. � ❑.e :J +❑. �6 +i.S. Li a
J-i-
A ::,%% s dry i e ! § - e . . ,� + • lt7 . F�) `• �'� + . ❑8 + �-j + +
.:E_E _ T.�.s ia` : U. 5 :�.. %.aG + • ❑� �::<. a�,< �� „❑• ice. _..._.
❑ §1 ❑ ❑ ❑ €
_n :'i n na n e_ !�7 r� r€7 ^ r2� n ni- n 9 :F- F$ a 9 �q s : g -14 - n a q 4 . ' 1 I -1.3. 3 .,-0 . G❑ 4.:.. iLr 4-L:s . a�.., +OE.e
:<<.: 5. r;f: r"?
� €:.t� , i5c %, �3 s-L- 1?. lam, L.0 -E-LM EL.Je -°--,-e,-•,. -sea_i -ys . a a �,,,r s + . 0 i + • a. Jr. y„ a ._,.» ,; ate . E 3�. ¢ ufid m.e a <. .�L +im.a a �e .._ ;, m,n ,$ + +'�-
❑ i ❑ a� ° ,f 5 a
s r3 e� 3 99 : 5 r ' i FF rl. 4P '•-4' ��®'!�' }❑:® �� -❑. ❑R �.�i4 +❑. ❑
i
5,
_ a 1 a 1- r -,
:. .,.s A. -: 3 :_, ;�. ;-. � rr q�"� r"5 j s e f=a si]•. s e" 5'a ,''° _-$• u U . 's,.1:s 1�: - a �a�: . _-.� � s _,«
1'°I Pi " !"§ $" of '7 i '? e'i i.i. .<°I } $ �I - .: 1 1 i L ; _ ! 1 S 1 ,°+� °,. t . i.,i . L.:. 1 L.€ e im.i . LE s o-.LT ,y s°�'9"'__�_,�'.°"�" a�-� +� 33 + i_" `f'
�:. max_ a + 4-
g'g �a ,Y_ r'a i` ' q_t 3 rl rl v Jt i re: ! A� r'% OS i a� if
i°9 r•w E='g 6" : p' ®' 'e °-• `t -• i 1 a� C it s � E5 Ei �a P5 i7 .:� : !_F ! u . 9 e...i -" . - 1: "e a a • 'a. , . `'i +Ri n a-`-+'er s ..� ,;,.; ,€ "� -i;kJ . ❑ "T z U 47 ❑ +6,i • i,o§ � +E.i • +U • LJ
< % s e .., ;.:: '�-�_ . la.,h . a,®i 1.. 1 u e ❑ ° • ❑ ®e h a: La tea . G . v -1 . E ! -'' ,..fe_a a L.a ® „�„ e ❑ ❑ +❑ ..L.:u +EJ . Er ; ,•4- ! a a.. e.� ,y.® .3. -� ' " ' ``_ + a a _ ❑
r
, r
- 4� r
-. .... _....... .__ m: `<. atl _..ems 05 r ; f a s
_ _ � ew e" - IB
- - . E - 1 5
Alrrl rlA n r1✓1 �§ ii i3� (� �i� i:_�e� °i_$ �a :; s ='.L1d %J.�LF U.P,L t.,AEutj �1.1� �•�a Ia.y� Lj e ❑.�OLL `.sa . �� �;•E + � g�E ��,.�E� +i
e 3 1 5 :.:.= 5 - _E c n 1 .,r• . 6.,3 : t❑ . � ' S-,.. .,;,L� E �. ¢.s a w a® z ¢ -,L - ma Z - e B p + c +
4-
e i
❑ . `. ❑G ❑ • u . 1. - ❑ a ro' .. �i }. � i i . Ana 1 E; L9 0 . 02 ,.}•'S_i . 4�
r Tb-� . 33. ❑s 81.aa �� +�.69 +❑. 3� �, 3S f❑ + +
De. 0-1 +❑.0--1 +O• c� 400. ❑3 +❑. ❑9 +❑. 27 +°!. 8 +�. Lu 44. r,. ❑4 l�i� � _
1;
+ + _1 +-$ 4, +
�a >n. 3w .-. a •. e"! _ !�9 '" �'9 d: # 0 �:. '^}q -/g '�•/i -,�- :-� <-.. }•ap - � ¢ L ¢ �5 . E9 s i l` �1... U S�`u` a s J-3 _ .ca:.�: ❑' . ❑ L E,.i . •_.
rsi ^9 -N 4 - 8t z`_z ?'°°3 < < , [ ss 5: e: as a : A r�3: , , >:' _ `ie = B.: s 9 ❑ . aL I l.d . 6- 3 2. : : .1�/ .. 3._.. -r '+ : +
i �l ❑. 1 ❑. 3 t'i. ❑. J"s . --i . G I +L.:. L . 4- 4- _ �� + _. ��. � + � + + + � + + +
❑E i❑. ❑ 1 +❑• u +❑
_,
EZ ✓0 �' �%� ❑. a9 : iL.'E❑ :`CIS !❑.'❑.� a❑'• ❑1 ❑. ❑°i,
+ +
e®e
�g d' . r 17 ? i "" n $mow 6 7'T
' r7 ri i � Pf e Lb . , 1-g r� 11 . . �� I.i •
�t i 'S.8 3.7 -
d'a r`5 re i5 !"5 A � i� . L •.s ii
�° � t"
-- E t �!
,•., �. 9m ^? i s < - , m _ -- Tgp �g = % " %" e - . e • mow: . ...!m 'el. MCI in❑ s aFP ...:.. .5.am E - ,F.
.. . e §� -r-,a P•t 1 s E r'Y $" , , si a.. / f i %:-, . L 3 EE - 1 "� . - `• . - - e ❑ . i �` .Bv :,•` '9'•` +
°22 �= a� ate=a L - r ®. v a + r +
L' s__u i3i = ° .,Fi.a . t' € y1. • ❑ a .J„�.. e.,a Z, „aa . i.d, -� ,emu . . �' aa, . .�L.,. a s, + -$`' +` �°❑ +`" -#'❑
3
a�1 �+g _ �'G q''1 ('fir - r ; 3:�' §�% nj
. ..._ _. e+: • {•� -�jjam_}�"" 18 i F 1.3 5 %l I 7 :e 1_ 1 R a a a�� -
�_«-v� fw _. : IFI� :.1... y�!: ,. ..., - �... ei..%L ..,J s< -' E Las .. . -..-
i s° i • eL i e ' _ ' ' ! s + . + . _ . e a� 1 � +4n e �
�, .r :....,.m�^s rs �1 r-. -�.6 ash 1m1 A ,^s ra r' .i :"� �". a•'al. 3 mi s . g-g :�. Ls'. . ! ? . ❑ °+ . ❑ !®E• ❑aaj u s a ® <.i,�
-,A 1 � 3" i f - % _ - : .ice.❑. . %.a • .ems � • a �: • L. • �6a a ,.r Fes.: . gi t..3 s u...a- �¢..a s :o,� ,q;,`�. a � �' -i- + + � 'i'°'� � < �.�.
1"i si ;'s s :i a i ❑• I,..i. u� ¢ �,�. ::a �..ia: % `'L. -s.°ter'. .sa - _ ,p, ..S.ao+ „.,a.... -}• ,
❑. ❑. 8 -,t
sL
a
- -- .�. ,.. -a rz. a ... .Pe -•. -..,:�9. a=. f"€ y�11. a°o°:..,: , < i xn,; v1 a ❑1 e i 1 B' 1
L .�. .� r`1 i R a e. a : _ " ^jE. - e eLa a a. .. _ e'"P �! as:. a..F : 0. 1_S -! _ e-.3 a. �.a.,�,. .-..<_,< a m. �. E a
a r=s r i % t _rs s 9 C # r ®z -_� ra % ! ° . s € ,4 s ' ✓g i� . o� E� . o , o L 1. u s is . Ut3 � , � � . Lj E L, u . °L Lj
,Yrl e L11 .1. F e i �e u • -r=.i° i .�„in . L: e +i l . 0 ; +u . ❑ 3.❑ . §In y-1 . a.< , +0 . O � 1 rt•° 3 . ,0 1 YIs• ..§dell +❑ . ❑ + + '�'" + 'rE • =1.'" e a • _ "1- "i` 9` T' '+ +
i
i� m{= - + -1- -r
f IN, FEET
r
1 i nrs, 3 T+:
Verl
VeriAlyff Elnlgln.ee�ring, D.P.C: _
. Box 474
I roy, New York 12181
5183-189. ' -,00 I verityeng.cor
`"_"_ A. ENTERPRISES, Inc.
a r E m NA, .. ay Road
r d!e Grove, NY I2850
5188 584 6i74
munterenter^r caw., orce
Uj
h-
C.
� � z
°-° J
ga
i Of
4
<
� _ w
bm
C)
in
in
a w
0-9
Li-
c%
r
F s
NN
�toA,
Z7 OD f
11>T - 1 4 iyi
i g 1 M
I? 1S A O-A?I.IN OF NEvv YORK STATE EDUCATION LAW ARTICLE 145 FOR ANY
PERSON, --v ARE A`--NG UNDER THff D"Rr tION OF A LICENSED
PROFESS.ONAL ENGINEER, G, O ALTER THIS DOCUMENT AWA' .. TF ALTERED, THE
ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT ?ht-R SEAL, THE NOTATION
'ALi- t� T GNATURE, THE DATE OF SUCH ALTERATION. ARE
A SP PIC DESCF _N :O ALFERATION.
COM16HT c 2022 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
DES s GNE;1 BY: EAS
DRAWN BY: EAS
CHECKED BY: BTS
APPROVED BY: AlJV
SCALE: A'S �1 ;"ED
DATE: Ss` 18/ 2Q22
,M
1 i i 1 11
i
i
i z
1 9 L V, 1 _�
-! 1A
1 A § A
i 1
M i M
a
1
i:E
a �, s i ra
§Im
i ! j Q
is a ! • 1 1 i i P.. i<Uj
�..
tlj i 91 i 1 1 1! U
c 191
o T 9,
CORNER/LINE
POST
ETE PAD, SEE
5 AND CONCRETE
D1LJF_VVMLr\ ur- 1 m 14?-
":6 - LEAF} i
D LAN
�QRACE5AN WT
p"A IL END CAP
GATE POST
GAT FRAME
- - -
X
TOP RAIL
VI
-11v
S T R E T C E R B' AR
aL
POST
GATE
U I
NOTES
1. POSTS AND RAILS SHALL BE SCHEDULE 40 STEEL PIPE
3.
FOUNDATIONS SHALL BE CONCRETE WITH A MINIMUM 28-DAY
CONFORMING TO ASTM F-1083 AND THE FOLLOWING SIZES:
COMPRESSIVE STRENGTH OF
3,000 PSI. FOUNDATIONS
SHALL BE THE FOLLOWING SIZES:
T _
POST/RATL TYPE O.D.
GTF 4
TVPE
"TA. DEFT!
HAiu'
CORNER/END
GAIE,ICORNER
16 48"
LINE
i T
36"
TOP/BOTTOM RAIL
-i
GATE FRAME (_�4' LEAF) 17�
4.
ICE SHALL BE 1rn
N A
IN ACCORDANCE W ASTM
GATE FRAME (>4' LEAF)
F47 AND GATES SHM
INSTALLED IN ACFORDMNH
WITH ASTM F-9001.
2, FENCE FABRIC SHALL BE 9 GAUGE WIRE SIZE, 2" MESH,
CHAIN LINK CONFORMING TO ASTM A-392, BLACK VINYL C
'
5.
CONCRETE PAD SHALL BE 6�'
THICK 4,000 I CONCRETE
KNUCKLED THE TOP AND TWISTED AND BARBED AT THE AT
1
WITH 2.6X2.6 WWF ON 12'
Oil
T
SUBBASE, NYSD y PE 2.
B OT-L, J�JM, WITH GREEN VINYL PRIVACY SLATS.
@1\ DUMPSter
EnCloUciirp
5 9, 1/
N.T.S.
ASPHALT WEDGE
CURB, USE TOP
F I IAj I S H E D
_SEE
COURSE MATE.P.T.A.1
DO E IS ,
0 PLAN iA"
TOF COURSE, SEE
P A.VEMENT DETAIL
BINDER C 0 !-1 D', S
SEE PAVEMENT
jk_/
FIE TAII
MBBASE, SEE
PAVEMENT DETAIL
V/
/ /__\ Asphalt Curbing
OB
\L_5�19 1, N. T. S.
S GN S E: E PLANS 0) np
PF
ly �ASTEN WITH BOL.
E r :51 1 Ti;
NUTS AND W.ASPER -_ np
T GN BOTTOM ALUM nP H-T_riTPPFr)
GALVANIZED ST FEEL
SI EEL GN POSTg 2" C,_,ARBON �T
U-POST, PAINTED WITH GREEN
ENAMEL OR GALVANIZED STEP!-,
3/8" HOLES AT I" O.C.
o
"NO PARKING ANY ----
JOINT EXPANSION (Ti:
-1-ISED
1 ME SIGN, 7vp
I t.
_"RESERVE-D PARKING"
RF AT FACE OF
"M
STr Typ
rl(�q CURB, ET C
"DESERVE" �'AIRKTLNG"
-4—
S -1 G N --OR ;'NO PARKING
Nr T
A y I
121—H.— —PIREMOLDED B111-IMINOUS
BOTTOM
SIGN B TOM
I iE
SIDEWALK, SEE
IOT TO
EXPANSION J INTO FILLER.
P2 ANS
L
FULL DEPTH wt/SEALANT
2" ALUMINIUM POST
EXPANSION DETAIL
.'JOINT
lor96
&
TCH SIDEWALK
3"/FT. AWAY FROM BUILF,T% GS
SMOOTH
FINISH
MIN,
Tg MTN.
CONTROL
NT
TOOLED CONTROL JOINT D C:I Ti
E_IA::_
-WTDTHg AS NOTED ON PLAN-
v X A
iu, 0
SLOPE `NCRFTE
4:: WIDE E H
_!!tJ AWAY --DnM PO;
E'-Z A- G 0 N A L
MIRAFI 140N OR
SEA :SON NYSDOT SUB - -VASE
cz�pTppcz AT . Ar;
APPROVED EQUIVALENT
P.
COURSE TYPE A
c, 11 PFA F 8' MIN. OR
MIN OR ANGLE: Z O.0
PER PLANS
B. A S
PER -AN
6"x6" W_1.4xW1.4
TOOLED CONTMM J 0 !NTS----,
(�>
LL
wp. WIRE MESH
0 r i
6' O.C. X 17r" DEEP.
T
SEE DETAIL ABOVE
I �- i TYPICAL ACCF�-c!BLE vA1,.KTN` -Ayr01 IT
FINISHED GRADE
R E-S-PNED
PARKING
PARKING1
R 7 - 8. a v M7 - 1
Ali
T 110
NOTE CROSS SLOPE NOT TOO EXCEED u
ILL WITH S L IIH v_L
i-YtIN ALL DIRECTIONS I N
I- 4..L PARKING SPACES AND ACCESS ir VAN 4,OOE)PSI CONCRETE
12 AISLES
A5�El 1-11, v I, R7-8a PLAN
NOTES,
POST P.Cl:: ni: "Ti
0=2 Sign, Pest Detail.
\ 5 N.T.S.
S.
681' MIN. 5'0 MIN 68TT
EVA'TON
M A xc LL
LAWN
sa A4
X,5�,
_X
WIRE
BRUSH
FINISH
I AWK!
T
T�.FoTC --R ACCPcc AISLE 'DICAL FOR PARKING SPACE A L F 0
'if 10 3 cce-s-is LjLe Parking
NC - 50 11 N. I
L;
6' TRANCZT7T
I;1ON
C R B
.1;x6011 MIN.
LANDING
t REVEAL
C 0 N
UR TI1
C P
NOTES:
L, .jr
DANIPQ QWAI 1 C1,)rjFnQM Tn Al I APPI
HAD:
PLAN TqOMETR TC
2;
TEND VIEW
AND STATE _�DDESP nTNG THE AMEQT-AN-_ WIT I
DISABILITIES ACT (ADA)
T�P.DT
FURN KE PACK AS MANUFACTURED By DERO M�
2- ALL RAMPS DESIGNED AT 7�59. SLOPE, AS BUILT RAMPS MINNEAPOLIS, MN. . "HOOP RACK".
SHALL NOT EXCEED 8.33
----\Bike Rack-, I Hoop)
o�5 ADA Ramp 06 N T
L=ii
3" DIAMETER X 8' HEDAR STAKE
ABOVE GROUND TO LOWEST BRANCHES
DOUBLE S R-A.14D OF 12 GA 11 GE GALVANIZED
WTIRE, TWISTED (THREE GUYS PER TREE,
SPREAD 1-20' APART), LOCATE 61' FROM
TOP OF STAKE 'UP TO LOWEST BRANCHES
GARDEN HOSE
FRICTION GUARD
EDGE OF MULCH RING TO BE
H
8" MIN. OUTSIDE IDE OF WHERE
STAKES ENTER SOj ROUND
IN
--MVE ALL 1-E TWi --
. AND ST�AP.S, CUT AND
REMOVE BURLAP ANM WIRE iAGE FROM TOP
1/3, OF ROOTBALL REMOVE AL I -,YNTHFTTC
MATERIALS, IF NECESSARY CAR"Ei-FUL-Ly
EDGE OF MIULCH RING--\
REMOVE SOIL TO EXPOSE ROOT CROWN
F T N T SHFn
I � , \ -_ !, 4
-F Z�A
�A D E _T CONSTRUCT EARTHEN BERM,
4" H'TI'llU, FLOOD WITH 'WATER
�
IN FIRST 24 HOURS
4" SHREDDED HARDWOOD MULCH',
BREAK SUBSOIL-- fl
A PT _}..END OVER BERM
I iCK
A
B A C K I LL
ITT; WH NATIVE BACKFiLL
O_OT BAi i
2X RI L L IN 9" WATER EACH
LA:
UNTIL SET LE0z DO NOT TAMP
NOTES:
1. STASES SHALL BE REMOV-ED AT THE END OF T .14E PT PST GROWING SEASON AFTER
PLANTING.
2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE
TREE TRUNK, MAKING- SURE TO EXPOSE THE ROOT CROWN.
3.HAN'u PRUNE COOTS THAT ARE VISIBLY O_Ir-LING OR STRANGLING T E ROOTBALL
4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHIEN INSTAI I ING TREE STAKE:
WATF-P THOROUGHLY AFTER 1NSTALLATT
7. REMOVE TREA-E RINGS AND STAKES TWO YEARS AFTER INSTALLATION.
8. ALL TREES MUST BE TAGGED ANI-D APPROVED BY CONSULTANT WITi�HTN 14 DAYS AFTER
TENDER N`
Tree Planting
\C 5 0, 1 /1, N.T.S.
F
4m DE
ZONE-— AREA
PULL qOT1 COP MUI
BACK FROM ROOT CR(
BREAK UP SUBGPU
1. F TINITI. SH C ON C RETE EDGES WITH '-EXPANSION (ISOLATION! JOINTS—
!1/41" RADIUS EDGING TOO! SPACED Ni" MORE THAN 20 APART
I AND
BETWEEN SIDEWALK AND FOUNDAFONS,
2 BITUM
INOUS MINOUS JOINT
PROVIDE A" X 5!' MAGNESIUM FLOAT FINISH
CONCRETE PERPENDICULAR TO .-ILLFRI, SEE DETAIL ABOVE
DIRECTI0v1 r31E- TRAVEL T
PRODUCE n
UNIFORM SURFACE.
-e -4ewal k
1/ 04 U
k N.T.S.
NL5 0 j1
TOP COURt) 12" SUBBASE.
NYSDOT YPE NYSDOT Tvp� -3
1.r -
PT :OURSE. ITEM 304.1,9
-:NDER C iASPHAITI iGPAVFI
NI
SD TYPE
%1
J
12" SUBBASE, t�, _ICA
NYSDOT
r _71
FE M E
STA P. T 1 TZATION--j
ABRI C
0 N TES COMPACTED SUBGRADE, 1t�)_. SEE NOTE #-A
I. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 9596 DENSITY AST D-1557.
PROOF ROL:2 ING SHALL BE D1014E TO VERIFY THE cT1AB M! AND UNIFORMII
n �4 W=:
.OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE ENGINEER.
PE F 3. SUBBASE COURSE SHALL HAVE I -NO MORE THAN (79,1 SLV"N PERCENT BY WET
FINER THAN NO. 200 SIEVE.
4. CONT9, (-TOR SHALL PLACE SELECT 1-1-11�1 WHERE REQUIRED TO ACH TE71iF
SUBGRADE ELEVATION. ----I FCT FILL I SHALL BEEF COMPACTED TO 959N OFF THE
MAX. DENSITY ASTM D-1557. ENGINEER SHN I TpIS PECTI THE SELECT
FILL PRIOP-1- TO PLACEMENT.
5. STABTION FA"R TLLT7 D TC SHALL BE MIRA MT 1500X OR APPROVED EQUTIWENT
07 �.
IZA I i-
f-k p 4-
avemenL S e c t 1 o n
Nvc - 1;., N.T.S.
_j
NOT
1. CONCRETE SHALL HAVE A 28-DAY
FLUSH CURB, -
A,
2
4
'OMPRESKIIE: STRENGTH OF NOT LESS
YA REVEAL MAX.
THAN 4,000 PS31 T
-
-,--t5'
TRANSTTIO uN LENGTH— ii
Nl_
k
2 R EF E: R TO SITE PLAN FOR TRANSITION
ii
A! IPPTNG OCATIONS. PROPOSED
'STALL14TERMINAT,E AT A STRUCT RE
OR WITH A TRANSITION. U2 N 1 E S S
--------
SPEC IF= D NO CURB' N G SHALI E V A L
AT
TERMINATE AT ITS FULL HEIGHT. TYP.
UNIFORM
ESTABLISH PLUGS SPACED IN
TRIANGULAR PATTERN AT THE
DISTANCES SPECIFIED
UNLr:cs
E,
WTr CFFEF�
CO
Nr. K--.RETE
(SEPE DETAIL THT�' SHEET) 1 6"W X 18"H PRECAST----,
OR LANDSCAPED AREA OR CAST -IN -PLACE CORNER RADIUS
{SLIP IO-P-111) CONCRETE
i--EXIS�rING OR P-ROK'SE
6:; D!
Ai ASPHALT PAVE V MENT
]REVEAL,
-yp
L .0 r-
GROUND' INE ��C'AME 'te6
AS AT THE NURSERY N. I
61 0
3" SHREDDEIDHARDW}OD 7
-------------
MULCH. EXTEND OVER BERM r;
r'ONCZTRUrT EARTHEN
BERM, 4" HIGH
Z
COMPACTED SUBBASE,
REMOVE ALL TWINE AND STRAPS, NYSDOT TYPE
2 UNDISTURBED EARTH
CUT A N D RE M 0 V E B U R. L All' , Q rWTRE NOTES;
C AGE FROM TO OUP 1/1 3 'OF ROOTB ALL,
REMOVE ALL SYNTHETIC MATERIALS 1, TOPSOIL INSTAI LED TO A MAN: TMU-.M DEPTH
OF 6'i ACROSS PLANTING AREA.
-' oncrete- 1- u r- FD
!ACKFT I- L
i - - - - . - - - LOLL - X
MT XTI 111 E TN 9" LAYERS. WATER 2. INSTALL AIL PLUGS WITH THE ROOTS
N�T.S.
NGT NG -50 1
N 01 T E crH L 1. 1 TO PTII
EAC AYER UNL SETTLED: DO HA ING FREE_ AROUND ROOTS AND
PLANTING PIT SHALI BF -1 -1 T W,TCE THE N� TAMP GENTLY COMPRESS THE S BY HAND
A S.
DIAMETER OF THE ROOTBALL OIR SHALL PLANNING BOIARD # 20242-1-1-17
FXTEND A MINIMUM OF 6" BEYOND THE I
3= THOROUGHLY WATPP THE SOIL BEFr' E AND ... ... . `.' OR
P: 1 jr� Tkj�TAI 1 ATTON ER iAPPROVAIL
ROCITBALL. WHTCHEVER IS L A R2 G EP'
A F T
r a h y o 4 7, esolLution adopted
r1itp_5i7aratoga Sprin-1.
_ Shrub Plant-ing P I 'A i,%j T1 ING by the N of
JL
v-501 N.T.S, PLUG 4 rf 7
\C - 0 i--"/ Date Signed;
en
verity Engineering, EDRC.
P.O. Box 44
Troy, New York 12-118-1
- -'im
518.38Q.f�200 1 1, verityeng,com
A 0"*N
Munier IN— —otter
a nTSRP RISE 5, 1 MC.
8.81 Murray Road
Middle &rove, 114-v 12850
-m-unterenterprises.com
4�
p
U.
<
z
Ln
<
Lj.j I
,j
o
FL
r r%
u_j
Lu
u_
r, A It-
0
v,
N, X
0 094W
1� 15 A VIOLATION Of NEW YORK 1��8��, EDUCATION LAW ARTICLE i FOR ANY
R SON --OFV ARE UN THE DIRECTION OF UNH ESS A A
PROFESS 'GNAL
EINGMFER, TO ALTER T T, E,-nUNENT IN ANY WAY. IF ALTERM, THE
ALTERINGENGINEER SHALL AFF1X THE DOCUMENT
THEIR SEAL, THE NOTATION
"ALTERED By EI� ED LOWED BY TH T THE DATE OF SUCH ALTERATION, AND
' A SPECIFIC DESCRIPTION OF THE ALT FOX
COPYRIGHT 0 2022 VERITY ENGINEERING G.P.C. ALL RIGHTS RESERVED.
C
DESIGNED BY: F_ A
DRAWN -BY4 EAS
.CHECKED B_BT-
vz§�R: iA -Itl
A�PPROV"ED- BY: mjv
AS NOTED
,-A-rp
01-5 16 2024.
>
,ill���i
b-
i-4
JIM
Ln
ui
Ln tn
Lu
nq
l,0 -I
(55
>
Lu
rr
DES ATI q
C-501
-11 of 9
RESTORE ALL DISTURBED
SURFACES IN KIND
RENCH
B ACK F I'Ll
L E S, SER Ol F
Up, nn +
< i 3*RD OR 24
_j
<
<
X
<
NOTE:
1. --MPArTFn PIPE 70NF BACKFILL AND BED nT NG �n P,-
GRANULAR BEDDING F'ER SPECIFICATIONS
ui H t5L
2' RACKFTI t T Nj !A
T:0 BE SELECT FILL I _AWN OR
C ED- A R E AS N-SDOT TYPE 2 SUBBASE FOR
T
U I --
NON - Sl IRFI�
C�APE
H I - -
PAVIEMENTIS AND REAS.
ALL EXCAVATION AND TRENCHNG rHAi rrjMpi WTTi
OSHA REQUIREMENTS AND ALL STAREAND LOCAL SAFETY
REGULATIONS.
Typical al L Utillity Trench Detain
folk.,
*SEE PLANS FOR COVER TYPE*
30" SO. COVER, NEENAH R-15511
24" RND. COVER, NEENAH R-1878-AGE
OR APPROVED EnUTVALENTS
4 MIN.,
i,
12 MAX.
PRECAST CONCRETE
MANHOLE SLAB TOP
(H-20 LOADING)
STEEL REIT
NF. (GRADE 60)
COPOLYMER POLYPROPYLENE
MANHOLE ISTEPSI- M.A.
u
iNDUSTRIES OR APPROVED
T i'l A
FLOW
COMPACTED SUBBASE
T
NYSDOI TYPE 45 TYP.
PIPE
CAT CH BASIN FRAME AND
ATI Ul. BASIN _L I
(�RATF AS MANUFACTURED BY
u
rE p N A H m_OrUY NDRCOMPANY,
n ... -
PATT- E N NO
PATT-Eri .- 1: R- 3561
AROUND FRAME
PLACECONCRETE-
MIT OF NOT F - I
I T
EXCAVATION I N S -11 AL 1- IN L E
i,PRnTErTTON SIMULTANEOUS
!WITH TNqTal i IATTA
Or
lCATrH PTRI
N T S
PTNTqHFrl GR-DE, GRAnF PER
SITE/ GRADING PLAN DIRECTING
DRAINAGE TO CATCH B'ASIN
41: TO 12" OF GRADE
_TMENT. ''(Zr
ADjU'
J_
T
i I
CONCRIE ETGRADE 1 NGS
OR APPROVED EQUIVALENT
h
P
C C PRECAST CONCRETE A TI
BASIN AS MANUFACTURED
,OR MILLER COMPANY
,,,—PIPE, AS SHOWN ON
iz
SITE/UTILITY PLANS
301, ----------- -
APPROVED GRANULAR BACKFTU
MATERIAL COMPAC ---- _ ---
STANDARD PROCTIOR
SUMP, MIN.
12"
MIN
z
a: UNDTqTl ipRpn
c SUBGRADE
n
L B a i
-0 -2 Ca-l-c'
V
_502N TS,/
V_
/--SOLID COVER TO BE LABELED-,
F T N I SHED
FOR SANITARV SE-WER AND
ADEE t:nP CT GRA S -TOR11' OR "DRAIN"
qpp ROOF LEADERS
MORTAR INSIDE AND OUT
SHIM COURSF:�
j-,
4 1 -
T
A S RE �Ej
ME f-, _R BRIT 1RA NG F
FINISHED G-RADE
12" O.C.
J PRECAST REINFORCED
CONCRETE MANHOLE
SECTIONS BY FORT
T DIAMEER MILLER CO ,INC OR
T
APPROVED PnHiTVALENT
PER PLAN
BI-11"L ROPE OR APPROVED
u " � - `4 i i -
FQI !TVA
TYP.
ZALOK STM BOOT CONNECTOR
OR APPROVED EQUIVALENT
PIPE FLOW
71 -
C ATCH BASIN HOOD
z � AS BY BMP OR APPROVED
EQUIVAI NT
_LE
00 INTEGRAL WALL
AND BASE SEC
T
COMPACTED SUBBASE
NYSD`_T TYPE 4
lyp
NOTES:
1. APPROVED F: AT TOWS iMAY BE iffv! !ZED FOR SHALLOW STRT,�5
THE TIOPa SHALL BE DESIGNED FOR H-20 LOADING, THE OPENING
SHALL BE PLACED OVER THE STRUCTURE STEPS.
2, EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.
3. ENTIRE STRUCTURE SHALL BE BACKFILLED WITH GRAVEL THOROUGHLY
COMPACTED IN 12" MAXIMUM LIFTS WHEN INSTA-11-i-EI'D IN EXISTING OR
PROPOSED TOWN RIGHT_Or:_i,jAv
Manho-,
-r n rm i L,
V N.T.S.
NOTES:
1.
ASPHALT CONCRETE TOP COURSE 1 1/2" AFTER COMPACTION, NYSDOT
-1
ITEM 402.128204 - 1,'; F" TOP COURSE HMA 80 SERTFc COMPACTION
CryPE 7;
2i
ASPHALT CONC:_ ER _ : COMPACTI:_ON. NYSDOT
PTNDED r0URSE 3" AFT
ITEM 402 . Z�O_Vl . TYPE T PF 25 F9 BINDER COURSE HMA, 80 SERIES
COMPACCTTON
4
T N1.
ASPHALT CONCR.E.E "llOHJDFR 4-1/2" AFTER COMPA-ArTTrN N Y
ITEM 4022,128904 1-2.5 F9 TuSL OR SHOULDER COURSE HMA, 80 SERIES
COMPACTION
4.
SUBGRADE COURSE COMPACTED TO 95% MODIFTIED PROCTOR MINIMUM.
5,
A TACK COAT MUST BE APPLIED TO THE BINDER COURSE BEFORE PLACING
THE TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER, PLACING
THE BINDER COURSE.
6,
THE CONTRACTOR SHALL INSTALL 411 TO P S ti T I T N "RE-ED AREAS TO
BE SEEDED THE DONsRAUiOi[R WILL PROVIDE T DE FINE GRADIN� AND L) i u aviL
AMEN DVENTS
7.
AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFTiS TRIPIFX
GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER 1000 SF.
STARTED FERTILIZER 15-10-5) AT 40 LBS PER 1,0100 SF AND MULCHED
WITH STRAW OR HYDROSEEDED
Ln
PVI (ST ZE
I , I
PER PLAN)
ni
1--C-LEANOUT ADAPTED 71
ANI-, Pi
1 -- CLEANOUT FRAME, MODEL
#18111 AS MANUFACTURED BY
------ %L___$ FOUNDRIES, INC.,
NORTH BRUNSIN-ICK, Ni
CONC.,
B! OCKS I — a 5 B N D TvD
FOR SUPPORT
- --- I- - - - - - -
\\-45' BEND 0OR VAIE
er r1lean-nii+
Sew
C,FPA ATTnN CANNOT BE ACHTFVFr) THE
WHEN APPROPRIATE VERTICAL
CONTRACTOR SHALL CONSTRUCT ONE OF THE FOLLOWING OPT'fflj�
WITHIN TEN FEET (10il OF CROSSING CONSTRUCT SEWER FROM
ST TO 150 PSI TO ASSURE
-900 PVC PRESSURE PIPE.
WATER -Till-GHTNESS
2. ENCASE EITHER WATER MAIN OR SSEWER MA_lN IN A
W CARRIER PrIPE MATERIAL SHALL BE
WATER TIGHT I EC[R P I PE
C-900 PVC PRESSURE PTPF OR C-906 HDPE PRESSURE PTPC
rossing
1 i z
Sewer -Water C
N,T
F L!
SHOULDER _11i TRAF' jC
yANE
A
/- DOUBLE YELLUW AND WHITE LANE THERMOPL
STRIiPP-ING PER SARATnrA N. DPW STANDA
PER FT SLOPE
RTP-RAP ON EACH
ST
IDE OF PIPE 1:)
V, C ri MAY -
I , :
OF RIP-RA1 1 0
p-pp
ELEVATION Or
LNIL NE ON SIDE �L " -_�L
SLOPES OF CHAN. L NEL
_N
— --- — — 7—
A k
A 4
LH
FIi TER FABR Tl MIR AFT
P- RA P
140N OR APPROVE'.
EQUIVALENT
SECTION
OPTIONAL FLEXIBLE SHOULDER
"ICY pY�4- 4
pical Roadway S_k_�__'on .
N T.S .
- �50
END SECTIONS
FROM S! .�Ui
...
D IA.
1
N
i
WPEAK
L,
W
-
(FT.)
Cl-� "Nz
(IN.)
b-Z
15
326 3C,
3 92' N
MIN.
M I D6-:
SLO DRAIN
24
3 2
MIN
MIN.
MIN:
i MTLN.
NDS-1
8
328
- --- 3 0 1
.63 1 MIN,
NOTES:
1. MINIMUM APRON LEN,-TH 111 TC A PPPT,
MINIMUM APRON FpFT
MINIMUM UM D,, IS 4 INICHES, SEE iA LE.
3. M Bi E`
--T.. SHALL BE THRFF
4' APRON WIDH AT PTPP
T T
;IMEC P PE DIAME P
5. INLETS SH A Ll j7� TN f::r, 'WITH THE
N S DROVID... UNLESS
_ c.
MINIMUM D111MIENS)
OTHERWISE NOTED.
CK 6. MTNTKi_JM RIP -RAP BLANKET NESS IT,
SHALL BE 1121"UNILESS OTHERWISE NOTED.
D
rR,, i p r a p 0 u tle L I ir cm, t e C- GLo n
\r N.Tc
50 2/
i
nTMENSI
RTP-RAP SiONS
A
1 MITN. BLINKFT 1
D5c,
(INCHES)
CHES
1
9
14
i
i
14
20
. .
i
7.Z
38
24
36
433
COVER
lr—SET FRAME IN
MANHOLE: COVER, ANE)
MORTAR BED
CP.An RING, SEE
F
Ts: �LITS
DETA_L� _L SHEET
T
R NF GRADE
S:i_.jp.nLYMFp.
POLY11PROPYLENE
X MANHOLE STEPS; M.A.
R
APPROVED FQUTVAI ENT
24" DIA.
MIN.
�IOINTF BUTYL ROPE AS
I .. . . .
—TMARY jOINT SEALER
MANHOLE SECTIONS---/
f 1 'T A I
'Dii
T
DiA, (PER PLAN)-----+,, wA:;
Le
i.
€
:_!
� . a
I
F_
P R ABLE
�j
INLET AND FORMED
&
I 1
1 i BENCH, SEE DETAIL
X
THIS SHEET
. . . . . ... ...............
SEWER PIPE
GRANULAR
BEDDING I i
I "I
" _ ,- -.',
,,A}
twp.p P TP P
41 J,
TABLE
I'D;' DIA. WAII TH--CKNES-�-
MTN.
MTN.
6
USE ATPI ENTPATNED CONCRETE 4000 PST Milm
WET CAST Y A T R 9�k-89,)
Sewer ma-lh-l-
-2/ NzT.S.
50
X-7
LANE 4 TRAFFIC
P F P F n D r
ASPHALT CONCRETE (SEE NOTES"
MIN. SUBBASE fSEE NO T ES)
4
ATrH BASIN
I i.. I
GRATE
R', E I NF 0 RC EF E
CORNERS
Cr
AREA.,
1 TFT
STRAPS
FLOW FOR
n 1 1 m r
SACK By DANITY
PRODIT UCI S INC. OR
D CQ6iT
APPROVED I
r!
STRAPS
CATCH BASIN iN
1jGn I J n in r
. 11 L e-;- �-rotectir--
NT S
D-PF
PROJECT ION IN TO
MANHOLE, TYP.
ONE -WAY INVERT
TPAVER WIRE.
SEE NOTE 1
ALT[-N E. Q ripPTHS OFF
�T7F PIPES
DIFFERENT
PLAN
O101 MTN.
DI I i...
ACROSS
MANHOLE
STANDARD INVERT
SECTION "Bli
STEELTROWEL
SM , s: , 1 :
00TH. ALL
CHANNEL _61
ArNrHWALL
FORM
SMOOTH
MULTIPLE INVERT
U!
I RACER Wi-RE,---\-
SEE NOTE I
IN INVERT—
X
FORM
MAXa
DROP
2'
SMOOTH DROP
"AVERT FT,l I ET
SLOPF T01P OF
BENCHWALL 2"PER
PnnT (TYP,)
Irl
1 1 CHANNEL DEPTH
SOLID
CAST Tt ,I_ mi A
_j
T In CONCRE AT
__'---SAWED HA' F
ENTRAINED �T
SECTION A PIPE MAYLB�E
400�0PSI MIN
T
NOTES:
SHALI BE-IWEEN THE MANHOI AND GRADE
TRACER IWIPE
CORE LOCA, ADJUISTMENT, DO NO. T T
ERMINA.E AT TION.
/ OB ewe r �vprt, Channel , amd Benchwal
TOP OF DRAiN\
SET
l/ 4' E L 0 W
FINISHED
V
47"
-
pq
b" CONCRETE SLAB,
4:000 PSI MTf-t
WWF 2.1X2.1 ::a-i*-:jays' - DU T Y
.1 _pqFKn cFr7CTON - -I
4,
3 np
1pZ_
T' D R HIGH
uIlLITY PLAN
q.1 1 imp,
PT
INVE,.S AND SLOPE
C-0, N C R E T E
p,pp
ESE D u I N
NOTFS:
-1 C�l PIPE Tr, BE -,4" WA. CMP,
- OPEN -TOP _. EDi DRAIN
THRED BY CONTECH EN S011"T ONS, LLC
ETNFPDFFY T
MANUFAC
F T
OR APPROVEC� _OUIVALENT.
2. CONCRETE SHALL A. MTNIMUM 28-DAY COMPRESSIVE
3. HIGH SLUMP CONCRETE SEAL_ HAVE ft MIN.
T N. COMPRESS!' E
STRENGTH OF 2.50-0 PST,
4- 4- 0 ri r) io- n 4 n
S L v L L
T q
N
1PLANNING BOARD # 20222111-7
APPROI-imp,
7
A, p. p r o; e d aut, r�_solutlon ddo.pt_�-d
Fe Plal I r7, f t. y 2.1 -At- oga Sp
h -n
a r e s,
a 'i
kate Saned.- 0 �_
ti e.rity E.ngineer ng D P t
P.O. Box 474
r ny, New York 12181
p r VIj e n n. c o m 5118.389.7-200 1 v_::-__
k AV
.04 AW
MR Aff t
imun"r
ONTERPRIsssr lmc�
88 1 M u rray Road
AY
8 MiddJle Girove, 28 5 A
-1, _84:6174
rn u ntere nterp rises. com
`u
CL
<
of
ul)
z
<
13�
<
Grl
C)
co
<
J.
LL
!S A VIOLATION Of NEW YORK STATE EDUCAMIUH LAW AR ICLF III ANY
R503 N'— Tll.APF A,_TING UNDER TiiED_-Rn__T;
IF A
PROFESSTAITFO THIS DOCUMENT
� ANYrlAt.IF A:TEREDI THE
ALTERING ENGINEER -HALl AFTAA TO THE DOCUMENT
THEIR SEAL, T T HOT 11,
-
R. HET
A D R' T..L--' I NATURE, THE
DATE OF S11- " iEPzTTCN AND
A SPFCTPr. DE"l-N _ A; _ -]RATION.
COPYRIGHT 2022 VERITY ENGINEERING D.P.C. ALL RIGHTS RESERVED.
CT rNED QUY1
DHiv
rAc
LD RAWN Qv�
. . ..... ..... ...
CHECKED Be:
BTS
R 0' IV- E D B Y
A'" V
qrAl
AS
F-i
Ln
Ln Ln
DETAILS (2)
C-502
8 Ot 9
TOP OF SPILLWAY
ELEV,323.00
TOPSOIL, SEED
O;
rY I LfrH
..F N `�SDOT
LIGHT NONE FILL.
_ MIN. DEPTH
TOPSOIL SEED a MULCH
RIP RAP, NYSe.OT
I TGHT STONE FILL Xi I_ - �"
T A
A I , TR
_LJ. �_.--rTION BASIN
i
FIt L I _,, i MIRAFI _ i
-
>,v -
dN y : A: PROVED i I
OE.171PA 1 i=AY-
i
C_rRFBAY N ym "
ON \_
-n-- 9 E �, iTiv �V
TOP OF SPILLWAY
TERMINATE RIP -RAP FLFV:323.00
s-
i BJOI!TT
OM OF SLOPE
NOTE:
EMERGENCY -PI AY RIP -RAP SHALL BE GROUTED IN PLACE.
TWA
NOTES IT S E„ . .
I, FOREBAY TO 'R_KC:TV:E 12" CLAY LINER_, 'MATERIAL TO BE APPROVED BY THE ENGINEER.
2. AT N0 TIME DURING CONSTRUtI_Csi+ SHALL THE INFILTRATION BAS N 'SERVE AS A SEDIMENT AT10f,+ 'BASIN. DRAINAGE SHALL
® �'4 T B L UN?IL ALL CONSTRUCTION HAS CEASED AND A UNIFORM VEGETAH E COVER WITH A
NOT �E DIRECTED.- OWARD THE PRACTICE
E Y
CENSTT:` OF 8Ot THE ENTIRE UIZ SURFACE CE S r . -
�€ : � O� OVER THE CN i rRE P_L-.l _OOP �i}nrHGE riAJ BEEN ES . ABLT3�t-u,
r a
S 3
3 0 I REFER TF• -!.,-.FT C- j A EAS O 3 ! MINIMUM N C RA T T7,
d' 3 3. RL>ER :.� ✓1._L. .. ..21 :0R r:«A✓ vF FILL. ALL : �A,.LD LL SHALL HAVE A :,�:5_::�.. _:!. �_.._..�tN RATE OF 10'aHR.
fi a T 4. ALL i iLL MAIL-,.iAL SHALL BE I r'ECTED BY THE ENGINES✓, . FC'IvR T PLACEMENT.
4 f 1 I_N r , SEE
5 fi a 121 It
OBSERVATION
s a
i
a F r fi
t
i 6
_
t
_ SEE
DETAIL T"H_S SHEET
ETr�-c7� TTON
' ll i
i
INLET',, SEE
SHIEST -L iL _
}
WATER QUALITY v N> ES:
� rr
REFER TO THE s _L!_iTION
L. .-.-
IT
325 I Q PREVEN 11ON PLAN AND STORMWATER
! F
'vim 33 aij efi9 ESaa!
. _..
FOR WATER QUALITY
T`32a HMANAGEME- RErCRT
CALCU_A 111 S
i
� 2 E
E e 2
319 a a 3 i @ - _ a i INFILTRATION8 ..iiy #i
RZa, RC tp V Ili. 46L F 1 .-L , ._. ,
RRu PROVIDED: -I !. aA .1� c-r3 ,�GJ 10.252 at.,
.!'
� ® -aiz4 _ WQV REQ:Dw 41 T3 fn 24u a
J
��26��- PROVIDED: ul,_ rl 52 af.)
3z7
-- --RAP SPILL WAY
1-P l-,J jJ,C') STORM E:L.EVA `E-.a:.i. (CF)_
E, . .,.,,. �..
55.; r-RIP-RAP WEIR 330 I-YR 323,41 16 043
-. .. -.. ... . : !.j , V" 7 'ill
!- F � . -Y
! J
._L_V. 323,U,. ;:: ., �,b4.04 24 __-
325 W O YR 1� N R — _ 325 25 Y : 324.45 30,215
100 YR 3'_ _8 n -,J 1
PERMANENT , 337
-R f POOL. D
315
V ' !NER,
'- _.. - z l� �Lx Y LINER,
SEPARAT IC: _--
LL #1
3c TO S.H,G.W. _
Q j iY l It ration Basin All
s103/ N .. _..
POLYETHYLENE _ Tc;R SHALL
N BE INSTA INLET
— 24 N®L MIN. 2lA IN LENGTH, MIN.
GLTLEI
_ WI
DE, CJLTCF O: L7i,:I
PLAN
�- INSPECTION PORT SE
L E-TIH8 T 1C
DETAIL -THIS 5 ._. _ FOR L_.-_
O i n
PLAN a .,C,.T7. �.JN S
f
i
:
T it
_ s
4 /
!
P �S
i I
a -
SE'�
PAVEMENT OR
!(IPSOIL, AS
REQ ITRED
PAiI. II_fT SUBBASE,
Ir RED
95% COMPACTED FILL,
AS REQUIRED, REFER
TO GRADING CLAN
55% COMPAC!iC � iI
AS PFAilTRED, REFER
TO GP,ADTNi PLAN
— POLYETHYLENE LINER SHALL BE
INSTALLE BELDW ALL FEED
CONNECTOR) MIN. 2_' WIDE:
CULTEC NO. 202L
i z CRUSHED 05HE_
STONE, NYSDOT -T__
! A { N
H BASIN
nl T
�P�, MODEL A
MANUFACTURES! BY
BL_, MANAGEMENT
PRACTICES -
N
i ��;
nA
M T �
EAST HA a, , r OR
APPROVED EQUIVALENT
NOTES
REFER TO SHEET
P - i
E LR TfNSNEC T I ON PORT :
LOCATIONS i
SYSTEM ELEVATIONS
TNFTLTRATTON { {
I TRENCH W -C1l. :Lt A 3 ti' B I
I 33i!
I -a #1 52.50' 16.00' 1325.21 328.75
I #2 137.50' 6.33' �25,_2- 328.75
DRAINAGE
SWAT F T
S STORM
�� ; f1
W F `a N L �: i
S,RFAMS AND
OTHER; SURFACE
WAiL,.
SIGN !DEN. NG
SITE A9 viv .:�:
WASHOUT AREA
PAVED ROADWAY -
LINER ANrI .:LD
BEYOND TOP OF PTT WITH
aR HE1 BERM SAND
Ka:sSSTONE; OR OTHER
�. ElL AS I a fJ K,
CZ M
TMI N,
J.
SECTLON /-_j
-
EARTHEiN BERM' SSAND
f�
BA cTnnJF OR
OTHER ST RUCTURAL
N f
Di
CONCREWASHOUT AREA
f `
MINIMUM B xv --
_>
c Lxw _
y s
E
r
a i
I
WTr,E
CRUSHED HFL STONE
ENTRANCE..
A F P
PAVED ROAD 1v
WASHOUT AREA
N 1 CRUSHED q.ONE
FROM PAVED n
J ,< D ROAD TO
WA cc H0 AREA
SLOPE TO FACILITY
NOTE:
ALL / ONC'a,L I F WASHOUT FACILITIES TTIES SHALL
BE CONSTIR I HNa ACCOR nA NICE :n THE
,.
-� �f S rtI'::\
1 k NEW A - -� �: 1-a Ty_
.� _ '� i L _ ✓ AND
PE AT Ns = I Rye N AND SEDIMENT
r E A ' ! A 2.24 :
v :F�LAL __. N 2, PAGE
STANDARD AND CpF TFT.C- TTl`i 1 G1. r'f1.-i.`. -
S Fk L . _ N- FOR r RC: ATE
T RU! K WASH 01 U—I y
MAINTENANCE'
ALL CONCRETE WASHOUT FACIi TTTFS SHAI f BE
a
INSPECTED a:-! P P %. DAMAGED OR LEAKING rAiu I ' S
SHALL BE DEACTIVATED AND REPAIRED OR REPLACED
F: V NW T
IMMEDIA L 1: �nA IHA, HAS
ACCiI1PULs-.L_ OVER HARDENED CONCRETE SHOULD BE
PUMPED TO A STABILIZED AREA; SUCH AS A GRASS
FILTER STRIP.
ACCUMULATED HARDENS:;- MATERIAL SHALL BE REMOVED WHEN 5 OF THE STORAGE CAPACITY OF THE ST, i R lE
,EY=
ti
';p A T I'�- u r �;
' S _Lv .. ANY _EXCESS WASH WATER SHALL v � i L,_
INTO A ONNMENT VESSEL AND PROPERLY DISPOSED
OF OFF SITE.
r T:S`OSE OF THE, HARD - MA TF 5 , .1=.F_S TTF IN
,.-- v_✓, -1 VI CITE iIRR:,_N_i ,:�,.-_:._AL OF: - J_a_ iP- :�i
O S1K_CTI N DEMOLITIOPLANDFILL. CN SI F_
_ISPOSAL MAY BE ALLOWED IF THTr HAc `" F APPR/OVFn
AND ACCEPTED AS PART OF THE Dpnl wq _WPPP. TN
THAT CASE THE MATERIAL SHOULD, BJE RECYCLED AS
SPE+ OR BURIED AND COVERED WITH A -VI M
OF TWO ._ vPT OF CLEAN COMPACTED EAR,H. :
T' PERMANENT' Y STABILIZED TOO P
PER.1ANc. L ALiLItC .REPENT EROSION.
THAT IS _
1. F f%i iiFu
ASTTC LINER SHALL BE REPLACED WITH EACH
__=AN_ NG OF THE WASHOUT FACILTTV
5. INS:E . THE .PROJECT SITE FREQUENTLY TO ENSURE
THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN
NO{i DESIGNATED AREAS.
SIR i.- j LEkAL APP RENANCE
iiVi.—
-
;,:e n3
-t2
� 503j
1� T b
:. -u..
4 PEre GRAVEL OR — `
RIVER STONE \ i
\\\\l
STORMWATER MANAGEMENT PRACTICE
BA _n,?ONra BOTTOM
\\ i\
b !-v.. ...._.,__D CAP ,
Fi_U`_SH WITH GROUND
INFILTRATION BASIN
\
SURFACE
_
�`'
PROD€CT TDEnJ?T CTf'AT Tf:
SFDESN'!!--'� .. i YR
5-
r
MUST BE MAINTAINED IN
I
ARDANC_ WITH O&M PLAN
n.CTI QRFiI E T
° '
NO NOT REMOVE OR ALTER
MATERIAL
_
=
�
a i
L
4
P F_A it I
E
Y,
a
MIRAFI 140N 'R
E180
NT M I
SIGN
APPROVED EQUAL
�J,1rJTIU
PANEL BAKED
I
iENAMEL _NISH
_
(
ON:E
STONE
E
PERFORATED 6"
E
GALZAN ZED
PVC PIPE
STFLE POST
WITH
SAND FT_TF 5"-
SET PIPE ON BRICK
i. A,; �
i
E SYSTEM STATISTICS
:
INFILTRATION � FEED :Ai OPSS {
TRENCH ROWS CHAMBE/R aW RS §. CONNECTORS I PORTS: ,.
f
: a e
I 1 #1 3 ! 7 _ 3 ;
I T-1 #2 4 i I
E I
STORM EVENTS - 1-1 #1 i
STORM-..
' EVENT
i
PE•Ale; ELEVATION
PEAK- STORAGE i
(CET F. I
_-YR
a_ac . 33
33
10 YR
a
I' 326.17
483
25-YR
56.._
852
100-YR
I
I 328:3?
? 1:739 i
I
T- a tE2 P
STORM ORM EVENT(- _ T -
i E
0R1
i
PEAK ELEVENTLEVS..1 . }i
_✓.-
PEAK STORAGE
�fi T
1 `
IR.
325 . I
I
i 9
10-YR
L
25,36
i 12 i
25 YR
32J.92
9
71, E
! 00-YR.
327:4'
284
NEENAH I'- "Cr - R 5900-A
(OR E.i-AL, HEAVVli-T° FRAME ANDLID
N. CDR-35
SCH. 4 VC COLLAR
\� EIELL y
. LASS
�® CONCRETE .
',—MATNJTATN 6 INCLEARANCE
I'RE'� !E � HEAVY DUTY 1- 1)
AND PVC AN�OUT CAP
a y
T IN. SDR 35 40_
1
._ END CAP C_
i
ADAPTER W.,.SCREW-i'N CAP /
11 :TM CHAMBER N rP `IRA PORT 6 IN. SuR
5
KNOCK -OUT :a -HO.L.:DF i� (; ,l S:.H. 40 �,t rc_.ER
�N. INS. s }A --:}. _
40 PVC COUPCI i
F au DR 3 aCr vt -raC� PAVEMENT
a'INSER FL. S Ni. INTO Phgh c❑
fi r -`. i. r T a-nch
-
ins_coon Port U _,_ ��. �
,K
1" "' CRUSHED WASHED—
STON:_F
N T SIZE 3 \
i F-SIDE PORTAL A 'FOR E Di
Pm HYLENE INFILTRs ----1 I CONNEI OR, CULT_C
- - - f.=
CHAMP t. AS MANUFACTURED HVLV FC-ram INSTALL
;rC, MODEL �- ii)
AT FIRSTN A-
1
-ROW
4" TOPSOIL—
--------------
t
1
_ I Ea t-6 i I -
1 t
a I .-- AS REQUIRED REFER i` f
TO GRADING P`AN
,ELEV _
g
i,
- ",I
1
!s1 N IIi tI .4 it .II i
� its
-•-2' w, M1N ,-ems OR CONCRETE BLOCK
Observatinn Well
C-503 N.T.S.
MTN.
SQUARE
OR - - -- - " \ i i t —10. 25 "-
I 1 i
14
jr
i I
3 :
17---
s= E
! !Y
s .
il! ail
i 11ii I {
III hall I!e
NON WOVEN GEOTE - FABRIC,
TYPICAL ALL SIDES AND TOP,
DC! NOT INSTALL 0. THE
BOTTOM
(..1F SYSTEM, MI_ RA_. _
_
r
F Pia` '• E . ,3
_ .,... ..R „r...., tEu EQUAL
Q
I
_— ____._.—.—.—.-----—_,—.--_._—_,------ — _.----.--------
L.Le.•
HVLV FC-24, INSTALL A. '-- - 24 INIL EI UNOOMPACIEO — 4` sE?ARAIjUN SY
FIRST AND LAST CHAMBER OF OUTLET SUBGRADE SEASONAL HIGH
EACH ROW
C,ROUNDWAIFR'
ry5 undle-r c,reund T r E iltra ' on Trench
503f N.T.S.
-
k I i ELEV.A—
E
1 � t
t 12
STORMWATER MANAGEMENT , RArTICE
p UNDERGROUND INFILTRATION
TtENCH
E a
j PRC1CfT IL'1CR�TTFI,..;1.,..._,Sl; is
7,DES I YR. 4
INIHST BE MAINTAINED IN ACCORDA ICE
[ WITH O&M PLAN
i
NO NOT REMOVE OR ALTER
E
{ !
I S011- RESTORATION REQUIREMENTS j
{
i
E !
7..OIL RESTORATTON {.
PE k;r SOIL STUIRBANCE i E L_ t:?Ei T"S C"OMMENI - Af�P': E 1
^T: i nP._ _ n Tr�.,.. i PR'ES'ERvm I _C Cl NA i ORAL -i
i NLE DISTURBANCE I RED i ORA f ION NOT PERMITTED i
{ FEATURES I 1 I
1 MTNTMAL. SOIL DIJ IIRBANCE jREST0RA_rTON NOT REQUIRED I CLEARING AND GRIIBBING I
i E
I I
HSG A & B: APTLY SIX INCHES
-a-R N F :: : 1. C T
>'r- TOPSOIL
I - `. b.
I
HRLHS vl:.�:.L :OPS�IL �� {� )
�Y Til. �.,iL :.aid e Lam. P AREA :.'Y�-,!�� AIY.
+cTPIPPED ONLY _ NO CHANGE IN ONGOING -CONSTRUCTION
r' ..YSRARt HSG C & D: ALRAAND nSACTIVITIES . ;
i
1
: SIX INC.E_ OF TOPSOIL
!
Y I { E
I ✓ 8
,aS-.;5. AND APPLY
{ {SIX INCHES (6" OF TOPSOIL i
!
i AREAS OF __ . OR FILL I
�
is r,T I
J
S-s _
i
r & D: APPLE' -
�, a; . L_
0
RESTORATION—
I 1 I
i - — - -- - [ . KEEP CONSTRUCT RU_ ION EQUIPMENT
! HE�v 'T'y-ALFIC. AREAS ON �I i E
(ESPECIALLY IN A ZONE ✓ �5 IFROM CROSSING THESE AREAS.
�e
F>R i i- F i iv s. I
AROUND B„T I APPLY FILL. ;iL _C .ELT N_WLY _.-_ .. LED
i
Pi 1
ILI IN FEET AP.c, �.�a. BUILDINGS
OAT :. ;,YF _ C'.c, ^Gti/ TTr F F
j REST! P{A+_:rN _ LMFACTION ° � .� �tiL :ROM ANY + N UiNG I
NOT WTT- tI A 5 FOOT _ _
{ AND COMPOST_NHAN__MENT} I NC:TRIJCTION ACTT 3_. _ES
PERIMETER AROUND FOUNDAION I
''WALLS ICIONSTPUCT A SINGLE PHASE S
OPERATION NE r AREA I
[ i i
s
l T
[ SLST uA TG !ytl: REQUIRED,
E
iAREAS- -
>_ � APPLIED P REDUCTION T BUT MAY w �, G! Wi��: N LDJC ..ION i3� i 8L E 0
RE RU L
"F'- r r "rREDUCTIONr
F � � a.
R T rR a� E vHAi_
0. INN _ RA -ION _ .. �
ARE APPLT`!N SPECIFIED uP PP nPPTATE E I
PRACTICE
_ .
( SOIL RESTOR TTON-" TCI
REQUIRED ON R EJL PMENT I
i etEDEVEL'vI-�MEiiT' PROJECTS ! PROJECTS IN AREAS WHERE
I EXIc TNG IMP _OUS :AREA
I 1 W E COONVEIR . ED TO !
AREA
�-A RATT N T�1s _-S THE USE fr MACHINES SUCH
AS IRtIMP'! �_RAWN r �
WITH LuL T.
R
_
MAKING A NARROW SLIT IN THE _ r, R
LEER WITH MANY _u: �K.'F_SMAKIN, INDENTATION ION Iv .'HE
S__L: OR PRONGS W..ICi FUt�CTIOR I:E A ` TNi-SUBSOILER.
rr
J 0iY .a`. CS 1 ORA: iev wrCK-.Dt.EY RIPPING ri!v� reDE-COMPACTION. vLJJa.
11
https:i//ia•WW.dec.UY.govldo£ /water_pdti IF_LL,_i'e vEiivB.pdt
Nn-r
STOCKPILE E -GH
T r 2
NOT TO [J'i<-EEil 16 E'i- bLUF'L OR LESS
TH DESIGN
BTAIN PROJECT
NUMBER.
SEPARATE POST_ .t
AGE MAY BL
ARBY FENCING
S USING
= I =
BAND
EL BANDv#.1F5; a�---
a
SLOPE
> f SLOPE
`�----_ SILT PENCE —_f
GRADE 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT
DRY AND STA LE. FENCE,
31 LONc_riETE 2, MAXIMUM SLOPE OF SinCKPILE vSHALL BE 1: 2 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED n
DIRECT CLEAN RUNOFF FROM qTOCI,DTIE AREAS. RE ER
3 SILT FENCE SHALL BE PI ACED 10-F T OWNSLOPE OF TO EROSION AND SEDTMENT CONTROL PI AN
tROgTVE COATtNG EACH FILE. UPON COMPLETION OF SOIL Sit �orl TNjr_
OF POST IN TOPSOIL SHILL BE STABILIZED WITH SEED AND MULCH
T.
WTI: CONCRETE T= BE TO _ __. !URBED/U._---ED WITHIN _4lDA�YS y }
j �- Soil. Sto ri—I .� e Siabi L.lza a i�-
c iiitiater..g Signage
WOsEN, WIRE FENCE
[t TN 4_ A JGE
'ir/ MAY. ,:63" via"".SH
10' MAX. C TO C_ SPACING)
:MIN'.. LENGTH' FENCE
---,-- '� a � 36 ° LENGTH _�
POSTS DRIVEN MIN. 16"
A
I � �
E E
HETe'-L!-I - FILTER
E
�J.. 0_ F
1 ,
16l" MIN.
!
P
F
PERSl�L . _V-_ VIEW
36" MIN. 'FENCE POST
WOV FENCE (MIN 14
GAUGE E W/ MAX. 6'' MiFSr Zr aCiry+
WITH FILTER CLOTH
E
I
FLOW ,G a
it ( U N D I S i U R B E D aRvU`ND
i
r'0MPA.fTFEI G(1TL a -'
i 1 I
ej
EMBEDFILTER rI Tu �i
1r
,MIN.:.
..
1
T {� i
F 3GROUND. A MIN. . _�_
4
SECTION VIEW
F'i'Sh6 T. Tr `i`.T -.
fr i
��-�S- RUCTIBi'� SPEC.LE.L�� f �0NS
^T e
�+ n
i FENCE
,. r; s PITH r� '
WIRE TO BE FASTENED ENE:., _ FENCE POST
S tk_ WIRE
_.. WOVEN
TIES OR v,n'L:S. PESTS SHALL BE SF_ T ayR OR U ITYPE_ OR
HARDWOOD.
2, FILTER CLOTH : TO BE TO BE FASTENED SECURELY TO WOVEN WiRE HENCE vilI
TTPC: SPACED EVERY 24T P AND MID SECTION, PENCE SHALL BE WOVEN
WyPr: T 1/2 GAUGE, SAX `f M MESH OPENING,
K -HIESR 0 _N EACH IHR ES
_rA SEYiV ! 4u I
An FEITHER
-- LED. E 1L,C�x- .-Lu,:. SHALL 6C :
ufL; �.... �D BY SIX �,.L<:_� ;,.-L ..�_
\- EDEQUIVALENT..
FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPRD✓JLv
Lr., PREFABRICATED ErUiUIT's aiALL BE EGFAB. ENV_ >i *C OR APPRU��U
EQU_JAIENT
.AT En1en10E SriA � DYaFOSaNnED AS NEEDED AMID-
MAMATERIAL REMC�Er WHEN
"BULGES DEVELOP IN THE SILT FENCE. � ���
f B-7 4 Fence
C 503/ N.T.S,
1 . MT N
STONE PAVEMENT
I EXISTING
PAVE41NIT
EX STING - 8
L11 lit 91I I
9 i EXI`-INC 1
P 3
T• r
i7' MIN.
y. f5A ,
[' rH°v EME
E
I
!
PLAN VIEW
o Iy
1 STONE SIZE USE '_I -a INCH STONE OR triA �Ei
! OR RECYCLED CONCRETE �_1�.
FT JA-
ENT.
LEN 'H NOT LESS T Af{ �0 FEET (EXCEPT Ear vN A. SINGLE :.E_IDENCE LOT ..E 'E A 30
FOOT MTNTMUM LENGTH WOUI,-. APPIxt
H 3. E
T T
CKNES� 0 - NOT LESS THAN 6 INCHES.
a
LESS 1 At THE FULL LOT MINIMUM. U t
W1 A_:.
POINTS OF F
INGRESS_ OR EGRESS OCCURS. _ IF SINGLE _-.SANCE TOu. v_ G_ E C F` d -a: - s -
:=F ETF - H _I4S is F _.
.H N A:zE� , PRIOR Yr . � .. 0 SSOEN
.,�C, _XT ILE ���L BE PLA,,.a. .. L E TIRE
6, SURFACE WATER ALL SURFACE WATER rLa ING OR DIVERTED TOWARD
WARD CONSTRUCTION
T - - - ?3
r rF' f n ' s,E .< A
ENTRANCES SHALL BE cD BENEATH .E ANCE. _. . sPING IS IMPRACTICAL .LTICAL
MOUNTABLE BERM WITH 5 _ SLOPES WILL BE PERM TIED
7 MART_rLC HE ENTRANCE SH_ ❑._ A
AT T„T C
,. A CONDITION
WHICH
H WILL
PREVENT TRACKING UP , W_NC OF SEDIMENT ONTO PUE'ELR.T_HT4 OF fNA... ALL
SEDIMENT SET CROPPED. WASHED,. OR TRACKED ONTO PUBLIC ri1GHTS �F-WA't" MUSTBE
REMOVED TMMEDIATELY.
.-._ a;;ALL BE DONE
N JAN`�TONE AND
AREA �r�L�WHEN WASHING N IS REQUIRED, _LL_
WHICH DItAIPJAPPROVED s INTO AN u MENT TRAPPING DEVICE.
9. PERIODIC �IN.v.L_.7�WN AND SMAINTENANCEF_ z . sHAi ` BE PROVIDED
r:
"
RAINFA'LL. EVENT. ._. -I . .
C 5P03 N.T,S-
!PLANNING BOA D # 20221117
i
I Ar-PR 0Vfit
1 Appr t U U Y ; # -so lu U-n adopted
i t _..e 14 t �_� aratoy� .:T-:� ngs,
'� �ChairNe =v'r�
Ve I rity
Verity Enqlneen.ng, D.P.C.
P.O. B'CX 474
Troy, A • , �
Y !
� !+! York �z
E�? B. - verityenr ._.um
munter
T�
VANTERPRisgs, Inc.
a: Rr
�x
881'„Murray Do-
-f Middle a, ve, P4
_r 84. b_ / 4
mi c
nt
1.._ererter rise✓.com
p
CD
r-
S-
} E-
z
U.
to
e
n
z
! H_
S
: a
<
m<
myn
p a e v
@ F
- f
Lu
iu
Cr
rr
F
J 3
I1 f f `se f t
a
IS A VIOLATION Of NEW YORK S 1 A i LAW ARTICLE I45 FOR ANY
UNLESS THEY ARE ACTING' }N'u M_ 'DIRECTION OF A LICENSED
PROFESSIONALL ENGINEER, TO ALTER THIS DOCLURENT IE! ANY WAY. IF ALTERED, THE
ALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION
BY FOLLOWED BY THEIR SIGNATURE. UAIF IlfSUCH ALTERATION, AND
F �PECIFIC DESCRIPTION Of THE AL •nA-1z,-
COPYRIGHT - 2022 VERITY ENGINEERING D.F.C.ALL RIGHTS RESERVED.
,r-4T;-NED BY: EAS
DRAWN BY.- EA
rRECKED BY: BTS
APPROVED BY: AJ
r t- AC INIQTCD.
DATE. 0_5 i6rE2022
E i I
i
i ram`' , I I i
! 1 ! f Q
!
�3
Q1 co
I L _
s1-
I
i 1b
Ul h-I
co
m .ffi
i
1
1
i E
!
i
E i
1 I 1
!
i 1
7 i
i
i
I I:
I I
i
!
E
P- 1
I
a
` s
f
E E
E I
1
I
I [
E
I
1 1 ! ! E
)
E_
I 3 e f
4
!
I
E E
-
t
i 3
a a a
E f
S .i
L Ij
E � I
i S a 1 av
i 1
i
!
9
{ III I
--e ,
C-503
C.,.e y f Q