2009-549 DRAWING INDEX
SHEET NO. DESCRIPTION REV. ZONING REQUIREMENTS
T-1 TITLE SHEET
G .A. BOVE FUEL REQUIRED PROPOSED
C-1 EXISTING CONDITIONS 1 ZONING - CLI Commercial Light Industrial �
TRANSFER STATION �
C-2 SITE PLAN 1 PERCENT PERMEABLE 30
W
"-1 ' 22 LOWER WARREN ST; MIN. LOT SIZE �.
C 3 SITE PLAN 1 -
MIN. LOT WIDTH oN
C-4 EROSION SEDIMENT CONTROL 200 271 � o
QUEENSBURY NY 12804 _ N
C-5 DETAILS MAX. BLDG. COVERAGE 40 000 SF, RETAIL 2500 EXIST. M'�'� _
F-�--� U 00
C-6 DETAILS FRONT SETBACK 50' 65.5 Q !n
• REAR YARD SETBACK 30' 88'
co
OWNER . � In
SIDE YARD SETBACK 30' 30' O
z x
TAYLOR WELDING SUPPLY CO . INC . SIDE YARD SETBACK 30 146 � °
.75 � o
C}.4 w —
22 LOWER WARREN ST ; ONSITE PARKING z o0
MAX. BLDG. HGT. 60' NA -
QUEENSBURY , NY 12804 OFFSITE PARKING 0 0 W 00
MIN. HC. PARKING N/A N/A
U
In
TAX MAP # 303 .19 - 1 - 47 V � m
w In
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SP 1-2010_G_A. Bove_021610
RESOLUTION TO APPROVE SITE PLAN 1 2010/ FRESHWATER WETLANDS 1 2010 G.A. ROVE Et SONS, INC.
�,. '� u,- f�Kz 4tv� c :_ r + , .� i - ., � :...,V `�"Y{•td _
1
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1 A site plan application has been made to the Queensbury Planning Board for the following: Applicant proposes
modification to an approved site plan to include an additional 5,000 square feet of impermeable area
L 2
' with fence. Site PModifications - �, �.,� :=t•:,. ,.v . , .._.. � •,G<- _.. ,. � ,, .,
associated construction of the 30 000 anon liquid propane tank and fan. to an
� 4 P P
x . 1 .. ., .
-- -e _. ,.n - sr.. ., ... _.. ...... ,. .._ , .._... O
fan in r uir P r r val. Freshwater Wetlands r � ,� ._. -.. ,.. .,, , .._ ,. . _ .. _, .. ..__ __ ,._
ed the CLI zone a lanm Boa d eview and a ro a review for '�. . �_, ,. .,_. .,� ... _. _ _ , > ._ .. ., _a rov p eq PP � ,. ,. ... ,-_�,_ ..., _ � ._..,- _. �.. �< _ >: _
,e 1t
a within 100 feet of an ACOE w t rid.rf eta _.>..
hard surfacing -
__,
Flax
i110 Rf! _x.
hearing was advertised and lief n 010 and _ _::, .,_,,: .- :.. , . •,, _ -... �. �" y ,
2 A public g a sed d o 2/16/2
ti. ..... r .. { is -. -. � - f:. A. :..: '..: a f -.: '• .+'f
This application is supported with all documentation public comment and application material in the file of _ .. ,-.,., it � �
•
record; t ..•
tT
TO APPROVE PLAN NO 1 2 1 N FRESHWATER LANDS 1 2010 G.A. ROVE 8 SONS,
Y
OTION VE SITE LA 0 0 AND S ATER WET 4 M E
O iJ► P�"""'�1
✓ . NN
Introduced b Gretchen Steffan who moved for its adoption, seconded b Stephen Traver_ ,,,, , � �
�j INC., lirt Y Y eP _ � . " G� 'z m, t•;
,
d.
D r,
to the resolution prepared b Staff. Paragraph Four A complies. W
According P P YP /�
Pursuant relevant ections of the Town of ueen •n Code [Chapter 179 the Planning
a) Purs to s Q sbury Zoning [ P h
Board has determined that this proposal complies with the requirements as stated in the Zoning ode,and
. :... '. .' -- , : ::. {+, :;• to.,q•; ; ( tr
b Type II, no further SE RA review is necessary;and p�q
•
:_ . ATFtnal approved plans, compliance with the Sito Plan, must be submitted to the Community itY E
. 32
ra Building and Codes
Development Department before any further review by the Zoning Administ tor or
ON
personnel. The applicant cant must meet with Staff afterapproval and prior to issuance of BuildingPermit and/orON
ATI :�the beginning of any site work. Subsequent issuance of further permits, including building permits is ...,..--___..... .... 1► F,�«+.�_. .��- .;...�C
_
�.f .,:,.. ...., e,. �-'-.__ _., ., �. I r,.,, ► �« :�» ..•r...
nt on compliance with this and all other conditions of this resolution and -
�.. .
dependent P ( b
_ Ea....
approved
As-built tans to certify that the site tan is developed according to the a ed fans to be provided r
issuance of the certificate of occupancy;and _ ,: .,.. ;: r� ,: " ' „ .. y"�9r�;.. : .: ..>..; ,M_m � =-:
prior to► P cY, 3 G ,. ,. _ ,,_� .,:_. w-�,<.,:
?,2 ♦ _ .. <
Gle
The limits of clearing will constitute a no cut buffer zone orange construction fencing shall bearry
F,..,
installed around these areas and field verified b Community Development staff. kT
Y tY P
f) Engineering sign-off reqwired nor to signature of Zoning Administrator• ' ,
� amf;00,0
g) This is approved with the following conditions:
aulh
�y c1
....... .-. }- 1...., ..:, Glen's
. • ::-. :. �. :':w 4�. ,.. ♦ \! t_t'-.. � Y.,Y+.m w`+— ..;.awn.:
'-: a"S. lt;f�f.- 1=c�3115
1) That on Drawing Sheet C-1, that the applicant will add the water supply and the sewer connections - ""` ""� �=•
_ J-
and a note that public u±iltties serve the site. ;,- _ . _.._ ---'--- ',.,-�� ,,,<, <r ::: �,,,,,��' ,,°. � •`�
2 The applicant will add to Sheet C-2 the date that the test its were d and in addition the
infiltration rate reference data.
�1R
3 On Sheet C 4 the applicant will put a note on the fan that the infiltration trench shown should k � i , _ .
specify washed number two stone. /� -, q �r iAr
s , If NOTE HARLAN-McGEE of NORTH AMERICA tW^ NOT BEEN RETAINED
�.s -<..... . -�.• _ "" 1 TO ERFORM OR PRONDE ANY PROJECT INSPECTIONS, APPROVALS,
\, _' .r CERTIFlCATIONS, OR CONSTRUCTION OBSERVATION SERVES, AS
- .. m.
4 The applicant wilt need to obtain a si noff by Para Engineering on the stormwater management .+ _ t D � ro THE TH P g g _ I NsrRucrioN 6 PROJECT.
plan which the were not able to review. § ''
Y z, r > , _ ��: m° IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
.; � ..,.;._ _ <,. -" �.«�"` � }} DISAGREES WiTH THAT AS INDICATED ON THIS PLAN,THE CONTRACTOR
t .I . SHALL STOP WORK AND NOTIFY THE ARCHITECT &
1. �. {•a ENGINEER OR
Dulyadopted this 16� day of Februa 2010 b the followin voter a� �. .+� "., 9 ! ASSUME ALL RESPONSIBILITY AND LMBILRY ARISING THEREFROM.
P Y TY, Y B T/� „ .. o� C 2004 BY HA&M-MCGEEAND L NORTH AME TS ALL
r/ - t RIGFi15C�. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
Mr. Si Mr. Schonewotf, Mr. Krebs Mr. Traver Mrs. Steffan Mr. Hunsi er ,, -' >�
AYES. PP, , , <: r..
� _ ANY
� � " Wm10UT THPROPERTY�PERMISSIONHARLAN-�HIIR IS STRICTLY PROFTRANNBRED
af
NOES: NONE 108�TI1 s wTMi lc o T t PERMITTED BY�NG OFoANY�OF
THE 1975 UNiiED STATES COPYRIGHT ACT WITHOUT THE ?ERMISSION
OF THE COPYRIGHT OWNER, HARIAN-MCGEE, IS UNLAWFUL
ABSENT: Mr. Ford ZONING MAP SITE LOCATION MAP SITE VICINITY MAP SHOULD
HARe W FOR " ' " '
CC: Harlan-McGee of North America
020
SCALE: NTS � SCALE: NTS LnN— C of NORTH ERICA
�T�SILVER2BEEACH RD.,
SCALE: NTS
1
— — DnWING:
TITLE SHEET
SCM& NTS
DnTN BY: WE C
DATE: 12-11-09
i RESOLUTION ADDED WEC 2-25-10
ED z
licatic t
3
^ � - 4
l 5210
���. PROJECT N0.
_ antn f{ CUI) DRAWING NO.
iFy L,r, oJEENSeust(
T1'W IF s
' 11i�vv�� (inns �u�pvii•#c�.,, k � I � e�
s v . T_1
ZONING ADMINISTRATOR DATE �._. .-
ERNEST J. GAILOR, P.E.
O V
I�
Glens 1=611s Lehigh Cement Company
81111 P232
W
WOODS
d-
U ON
S79729'00'E 3.16 w O
• — — —_ --_ -- �-- X --x x-- — x o • I= N I
95.44 250.49' ox (
�Sj1.lRBED) � 00
00 LC)
ham,
O
APPROX. LOCATION OF Z - 00
EXIST. ABSORBTION BED T
FOR TAYLOR WELDfNG � m O � �
R TY RETAIL DING O
gg.68 30' SETBACK 0 ;7 z X
Q � �
W —
WOODS o = O _ o
Q _
m I 1 WOODS a�
CONC. C w O
QnD cW I GRASS ( W 00
\ 0
J — -- 98.1D � N 00
U C'0 a))
Q n\ EXIST. POWER o 2 N w mLO
-�` POLE o0 0 W
> N
v
Taylor Welding Supply Co., Inc. Q- . Q � z �70 o
Bk529 P288 J w o
m
ri70
Mo�L,J 1
N J w
0 0° 2 W I t.r) O
`�.
1 STY.
( WO DS
CONCRETE BLOCK �� ,�
`. BUILDING I Area-- 1 . 193 cc. 9 o
FILLER
PIPE `
�--VENT �.�. .
PROBABLE EXIST.
100.62 SEPTIC TANK
(OUT OF SERVICE)
f GRASS 97.36 X96.61 0
OVER ANG 0 `o
�3 50' SETBACK
' � W
EXIST A5f=H,4LT
/ X97A8
(` I X96.52 ^
1
1.4
X98.37 (36.20
WATER VALVE 1
(02 P• 271.00' •
•
N79'29'00"W g7.33 Alp.
CONC. SIDEWALK �j
98.05 O 0-41�•01 1 BENCHMARK —1
\\ w ' BONNET 98 70HYDRANT
BENCHMARK —2 U M ® Q
RR SPIKE IN POLE
ELEV.=105.24' \\ w 1
Street
r 0 Warren � c\2
Lo we =� C\2
\tip
�a >
\� 0I
EDGE OF ASPHALT
1
\ I 0
NOTE HARLAN—MeGEE of NORTH AfY£RICA HAS NOT BEEN RETAIN
TO PERFORM OR PR0IADE ANY PROJECT INSPECTIONS. APPROVALS,
RE�LAI7ID�E�CON�STR�UCTI�ONO� �T SERVICES. AS
f
\ 1 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
— — — — — — — — — — COPYRIG C 2004 BY HARLAN McGEE of NORTH AM ALL
— — —
— — _ — — FtlGHTS RESERVED. THIS DOCUMENT MID ALL ATTACHMENTS ARE THE
_ _ — PROPERTY OF FN PERMISSION
OF of NORTH AM
GEERIS AN f U
— — —— — — — — WRHOUi THE PERMISSION OF HARI.AN—MCGEE IS STRICTLY PROHIBRED
OF
THIS TM WORK 7W t PERM BY RS&1107FOR1 oB OF
THE 1978 LINKED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE COPYRIGHT OWNER. HARLAN—McGFE, IS UNLAWFUL
AL REOUM O PERMISSION OR FURTHER INFORWTION SHOULD
Notes: Deed Reference: Map Legend H0RLAN-MELEE BEACH NORTH AMERICA
40LT SNY 120020RD.,
1) Elevations are teased on an assumed datum. Taylor Welding Supply Co., Inc. • 5/8" steel rod set with a tag
2) The location of underground utilities shown on this plan Book 672 Page 830 o marker found labeled, DRAWING:
are for information only, and all utilities may not be 0 utility pole PLAN VIEW
shown. The contractor shall contract U.F.P.O.
(1 -800-962-7962) and the proper local authorities or - - overhead wires EXISTING CONDITIONS
respective utility company having jurisdiction to confirm W municip. water SCALE: 1"=20'
the location of all existing utilities before commencing wire fence
work. Any costs incurred by the Contractor due to the DRAWN BY: WEC
failLre to contact the proper authorities shall become the stone wall
DATE: 12-11-09
responsibi '.y of the Contractor.
— S — — wastewater
REvlsioxs:
ADDED EXIST. MUNIGP. WATER WEC 2-26-10
2 REVISED NOTATION AND WEC 4-8-10
P A N E A E XT �,
`�' ON 4
3TA11P: .� �•�rya�\ PROJECT N0.
IIII =2O I �Q J �OpCyl DRAWKNG NO.
CIO 1
Fa 059'AU�- �� J
C-1
ERNEST J. f , P.E.
0
TEST PIT DATA
TEST PIT EXCAVATED, 12-21 -09
00
CL- TEST PIT WITNESSED BY
Z N DAN RYAN OF VISION ENGINEERING ry
-p • LO �'IP TEST PIT DEPTH — 52"
CD o W
� 1 "-6" TOPSOIL d
G,Iens Falls Lehigh Cement Company o) Q) 6"-20" SANDY LOAM
81111 P232 p y fl- 20"-24" HUMUS LAYER F-- O
24"-52" LOAM � O
WOODS MOTTLING — NONE W U N
GROUND WATER NONE � ¢
00
S79729'00'E > 00
— _ ,� X x-.-mac x o • INFILTRATION TEST, 12-23-09 _
250.49' BAD MR PERC TEST DEPTH — 42" 0 In
FOUND D�5N PERC TEST #1: 3.3 MINUTES ~J Z
PERC TEST #2: 3.5 MINUTES �-+ O
C
PERC TEST #3: 4.0 MINUTES
PERC TEST #4: 4.0 MINUTES A w O
0 z o
30' SETBACK p INFILTRATION RATE = 15" PER HOUR On
= W oI
n` Area= 1 . 193 ac. °' w 00
W I U WOODS o0 0 LC)
\ WOODS
GONG. ' 1 PROPOSED ASPHALT 00
PAD UNDISTURBED WOODED AREA TO >,
t1� I cn \ RASS PAYING, (260 SF) ro
BE CLEARCUT (1542 SF) m �
9m-m Q a) Cl-
CD _Z N
PROPOSED W (N I CD '> �
PROPOSED i2 Xlo' I Z (n 0
° (n Z - w
EQUIPMENT SHED ( SNOW REMOV 00000000 30,000 GAL
ON CONC. PAD. I 0000 000 0 PROPANE TANK o
STORAGE AR 0000000o0o k To o0 0 m O
A °o°o°o 0°o° o �!
i
000 10
o
Taylor Welding Supply Co., Inc. I n O00000°°000« INFILT. TEST N 0 m �y
Bk529 P288 ° ° ° 0 0 -o
Y O° °°o°O°O �
U o 0 0 0 0
o WI ————— ° 00000°0°0°0 O 0
m z 0 o 0 0 0 000°0°000°0°0 PROPOSE GRAVEL r V
�-• 0 0 0 0 0 0 0 0 0 0 0 1 �P•
O F-LVIo 909090900
°o°O°90 o
N � ;n ai NAT. GRID o 0 0 0 0 0 0 0 0 0 .N
L— o) 000000000 000°00000°0000< PAVING, l00 SF)
r-Ir: POLE TO BE o00000000 00°00000°00000
m o 0 0 0 0 0 0 0 0 0 0
v Z RELOCATED. o000 0000000 �
z o 0 0 0 0 0 0 0 0 0 0 0
0 0°0°0°0°0 °o°o°o°o°o°o°off TEST PI
0 0 0 0 0 0 0 0 0 0 0
v 1 STY. '�� °o°o°o°o° o°o°o°o°o°o°o0 Q�
EXfST.SEPTIC 00000°000 000000.0000000
CONCRETE RI.00K - TANK' o ° ° ° ° °°°O°o°o°o°o°°O
BUILDING ` I 1 (APPROX) °o°o°0°0°00.0
•• o 0 0 0 0 0 ® WOODS
\'L,
o0 0 0 0q�FILLER _� °o°o°o°o°o°d�PIPE � PROPOSE 0°0°0°0°0°00
CONC. .PAD o°o°o°o°o°o° PROPOSED ASPHALT
VENT C600 SF) g 000000000000°o PAYING, (1100 SF) I
\ - o°°°°°o°o°°°° 1�1
- - - \ o 0 0 0 0 o c
oo. n. . 0°0°0°0°0000
\ GRASS Hwy
OVFRHAN
w n .
50 SETBACK `� INFILT. TRENCH
W/BERM, REF. SHT-C4
12' ROLLING—
GATE ^ � w
a
\ -1 ~�
EXISTING ASPI-NL..T
` \ 8' CHAIN LINK FENCE UNDISTURBED v L
\ GRASS
+1 C
W �n
0 2 P.
271.00'
• — =_- — N79'29'00"W Alp. O O
CONC. SIDEWALK _i _ / �
/ PROPOSED BENCHMARK
RR SPIKE IN POLE
/ RELOCATED
BENCHMARK ` / NAT. GRID POLE BONNET NUT ON HYDRANT
LE \ ,,
ELEV.=105.24' ELEV.=98.70'\ /
\ 0 Warren a; Street
LowerNOTE. K&AM-McGEE of NORTH AMERICA HAS NOT NNN ;7A*
o TO PERFORM OR PROVIDE ANY PROJECT INSPECTION%APPROVALS
2
CERTIFICATI°NS. OR CONSTRUC EON OBSERVATION SERVICES.AS
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
EDGE OF ASPHALT IF N THE COURSE T SCONSTRUCTIONINDICATED A CONDITION EXISTS C WHKAN
DISAGREES WEITN THAT AS INDICATED ON 7HIS PLAN.THE CONTRAC
/ SHALL STOP WORK AND NOTIFY THE ARCHITECT Nk �qN�
ASSUME ALL RESPONSIBILITY AND LIABRM ARISING UTHERFFROM.OR
/ 0 COPYRIGHp C 2004 BY FIARI AN-McGEE of NORTH AMERICA. ALI
R WM RESERVED. THIS DOC If_./WQ_ ATTACHMENTS UU��T1
PROPERTY OF HARIAN-McGEE o/ rwR�nAMEWA
WITHOUT THE PERMISSION OF HARLAN- IS STTICIT.Y PROD
Notes: THIS THE °ANDItTT'� B� '° a
THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PE RMLSSII
OF THE COPYRIGHT OMMER. HARLAN-McGEE, IS UNLAWFUL.
1) Elevations are based on an assumed datum. qREE``
ADDM TO.
PERM oR FURTHER INFORMATION SHOUT
_ _ ___ _ �SILVER
of H NORTH AMERICA
2) The location of underground utilities shown on this plan
- - - - - - - - - - -- - - ..
- - - MAI.TA, NY 12020
are for information only, and all utilities may not be
shown. The contractor shall contract U.F.P.O.
(1-800-962-7962) and the proper local authorities or DRAIWDYG:
respective utility company having jurisdiction to confirm Map Legend PLAN VIEW
the location of all existing utilities before commencing
work. Any costs incurred by the Contractor due to the • 5/8" steel rod set with a tag
failure to contact the proper authorities shall become the
responsibility of the Contractor. o marker found, labeled �� 1 =20
m utility pole DRAWN BY: WEC
- - overhead wires DATE: 12-11-09
—x x x— wire fence R9MONS:
stone wall I TEST DATA ADDED WEC 12-22
2 TEST PIT AND PERC TEST DATE WEC 2-23
3 PERC TEST DEPTHIW- WEC 4-8-
FLAN 1-1 SEPTIC TANK LOCATION
4 WEC 4-13
STAMP: PROJECT NO.
G G-
1
v�
"=201 DRATMG NO.
a
Ar A.
Z,I —C
ERNEST �+�., �3,, 14#�O2Y%P.E.
WOODS
' NA INL INK
RIT1r' FENCE
ARK GREEN
APPROX . LOCATION I SLATS
OF ABSORBTION BED /L;E
00
NEW ASPHALT i �� w o
PROPOSED SHED � 0 0 , 0 `J0 - 0 - 0 - 0 U �v vOvOuOt, O ° ° ,
> O O O O O 0 0 O O n � L0
o O O O O O O O 0 O O O O O O ( E--I Q �
EXIST. SEPTIC ' o ° o ° o ° o ° o ° o ° c ° c ° o ° O ° o ° o ° o ° o ° o ° < o
> 0 0 0 0 0 ° ° c O o c O o 0 0 �+
NEW SECURITY LIGHTING . . . . n n � n n O O O O O O O O O O < � O 3 Ln
TAN K ETERNALUME 15OW METAL O O 0 O 0 '� n n O O O a)
HALIDE AREA LIGHT W/ FULL 21'-OII 2e'-O" O O ;� z x
- - - GU T-OFF SHIELD ' II. . . . N `� 0 - U ,U U U
LO
u �P �
w�
O O O O O O O 0 w
00000000000 000 ° O z
000000 ° O ° � 0000c ON . SADLE O 0 +�
"o
° °
°100.96 . . . . . . . oo - °UE oo W- no 100o00o0 w ' cc
o O ° ° ° ° ° °
° o ° o ° o ° o ° o ° o
EXIST LIGHT 9 .7A z � O �Oo ° O ° ° ° EXIST m D
— ° ° ° ° ° W
O ° OOOOOO �CRAVE 1 O O O O o O TREEL INE LLB �
0 ° ° ° ° ° ° z a) cSURFAC 000000 >55 -10 I
0 ,__, ° ,__, 0 .-\ 000 ° 0 o
cn LLw _c
w - 30,000 GAL) 0 ° o ° a
PROPANE O O 0 O 0 z o
0
CONC. PUMP PAD I TANK O 0 0 0 0
C
1 STY. FOR LP PUMP ID
30'- J O � 00000 ' WOODS Q Q
CONCRETE BLOCK 0000 °
-
\ 0 ° ° ° ° ° O ° O
Box � c
BUILDING CONCRETE PAD j 1 O 0 O O C g 4.05
MA INT. SURFACE 1 O � O O O O O O O C
\ I > JO ° C> ° O ° O ° C
TRANSPORT ( _ � 000000000
UNLOAD RISER — — — Q > ° O ° O ° O ° O ° C
\ I c O O O O
VENT I > 0 ° O ° ° ° 0 ° 0 (
\ BOBTAIL TRUCK I o O O O O W
LOADING RISER ' ° , c 0 0 n 0
pp,62 10" BOLLARDS o o SURFACE ^ �,
I
EXIST LIGHT /01L- -`"----- ETERNALUME 15OW MEAL
HALIDE AREA LIGHT W/ FULL . . . . . . . . . . . . . . . . . . . . . . . . � O
CUT-OFF SHIELD . . . . . . . . . . . . . . . . . . . . . g7 .36
� g6'61 w W
OVERHANG . . . . . . o
o W w
. . . . . . . . . . . . NEW. ASPHALT PAVING . O .,
GRASS
\ m pO �
98. ►-a
CQ
LEGEND C\2
\ UE UNDERGROUND ELECTRIC
ROLLING . . . . . . . . . . . . . . . . . .
—OHE— OVER HEAD ELECTRIC
' I'f CHAINLINK \ . . . . . . . . . . . .
X 1 5T f N� A5P1- �� � GATE ,
\ � g NOTE:' PROVI
HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR DE ANY PROJECT INSPECTIONS APPROVALS,
• CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SER�IK�S, AS
RL•lATED TO THE I�INSTRUCTION OF THIS PROJECT.
9 6.52 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICA SKALL STOP WORK AND NOTIFY THE ARCHTIECT do EZNEER OR
ASSUME I L1 RESPONS1Y ANDLILIABILITY IARISING•THEREFROM.CONTRACTOR
�C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL
. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
AND T11E h'REEPRODUCTIONN TR NSLATION— OOPMCGR �YII Of ANY ART OF
ERTY OF HARI./W—M 7 of NORTH AMERIG ANY UNAUTHOR
THE 19 UNITED STAAM CD�PYPo�GHT WRFIOl1T1 OTHE OR
ON
\ 3 7 OF THREQUES TS E COPYRIGHT OWNER. HARLAN—McGEE, IS UNLAWFLA_
9B. / r/� ALL FOR PERMISSION OR FURTHER INFORMATION SHOULD
13E TO:
X 96."� HAR E of NORTH AMERICA
MMALLTA,SINY R20220 H RD.,
DRAWING:
PLAN VIEW
27 1 . 0 0 SCALE: 1 g"- 1 t-0»
DRAWN BY: WEC
DATE: 12-11-09
N 79°2 9 '0 0 "W „
SIDEWALK
9� •3 � � REVL4ION8:
/,9B.05 2
3
5TE \
4
' IF PROTECT NO.
J.
co t DR&WING NO.
059?.euC-3
�
ERNEST J. GAILOR, P.E.
EROSION & SEDIMENT CONTROL NARRATIVE
Area — 1 . 193 a c .
WOODS � 1 . Additional erosion control measures will be employed where determined necessary by actual site
conditions.
WOOS 2. Prior to commencing land disturbance activity, the limits of land disturbance shall be clearly and
accurately demarcated with stakes, ribbons, or other appropriate means. F�
3. The construction of the site will initiate with the installation of erosion control measures sufficient to ry
control sediment deposits and erosion. Contractor shall call local municipal representative for an FBI
pection of soil erosion control measures prior to beginning grading activity. All sediment control F.T.
I
g be maintained until all upstream ground within the construction area has been completely
bilized. �
v) r__
/ QJThe location of some of the erosion control devices may have to be altered from that shown on the U ON r7
Q� 'ans if drainage patterns during construction area differ from the final proposed drainage patterns. w O
Any difficulty in controlling erosion during any phase of construction shall be reported to the engineer = N
Im�m1ediately. U op
5.�rosion control measures will be maintained at all times. If full implementation of the approved plan r-t _y LO
Z cis not provide for elective erosion control, additional erosion and sediment control measures shall Q p
IF � < �C t implemented to control or treat the sediment source. >- 00
o°O°O°o O°O°O°O°O°O°O°0 O v o O C he contractor shall remove accumulated silt when the silt is within 12" of the top of the silt fence.0 0 0 0 0 0 0 0 0 0 0 0
O O O � Ln
OooOo0oOo 000 0 0 o C � 7. ailure to Install, operate or maintain all erosion control measures will result in all construction being a)00 0 0 00 0000 0 000 00 o O o 0 0 0 0 0 0 0 0 0 o O C C)s ped on the job site until such measures are corrected. z00000000000°O°O°000°0°°°°00o00CX 00 0 0 o O O 0 0 O 0 O O o 0 o I ' —8 ilt barriers to be placed at downstream toe of all cut and fill slopes. a 0o O O O O O O O O O O O O O O C �9. An disturbed areas left ex osed fora eriod neater than 14 da s shall be stabilized with seedin 0 `�O o O o o O O o o O o 0 0 0 o Y P P 9 Y g• w0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 00 0000 00 0 0 0 000 0o 0000 0000 00 00 0oc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10. Seeding: O z � 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o O O 0 O O O o O o O O eedbed preparation: Area to be seeded shall be loose and friable to a depth of at least 3". The to
0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c P P P p
O O o O o o O O o o O o o a er shall be loosened b raking, disking or other acceptable means before seeding occurs. In lieu of
°00000°0°0 0°0°O°O°O°O0 0 Y Y 9 9 P 9
O O O O°O 0°O°o°O O 0°O 0 0 0< -soil test results apply 50 lbs. Of dolomitic limestone and 25 lbs. of 10„10-10 fertilizer per 1 ,000 sq. ft. W �o
°O°O°0o0 O O O O O O 0 < Olarrow or disk lime and fertilizer Into the soil to a depth of at least 3 on slopes flatter than 3:1 . W 00
o O o 0 O o 00000000000000� Seeding: Apply 50 lbs per acre of common bermuda & winter rye. Apply seed uniform) with a T k L0
o°o°o°o°o 000000000 PPY P Y PPY Y `.J
O O o O 00000 t� �P cyclone seeded drill cultipacker seeder or hydroseeder (slurry includes seeds and fertilizer � r.
0 0 0 0 0 O O O O O O 0 00
O O o o O O o 0 0 0 0 < O mender orb stee slopes only) on a moist firm soil. Maximum seed depth should be 6 v) a)
0 0 0 0 - - o O o 0 0 0 0 p p Y) p in
O O O O — O O O O O O < % " in sand soils when using other than the h droseeder method. Irri ate until rL m LO
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0 0 0 0 0 0 0 O 0 0 0 clay soils and � y 9 y g F� w �
O O O O O O O O O O O <
O O O O O O O O O O O O �getation is firmly established if soil moisture is not sufficient to support adequate growth.
0 0 0 O O O O O O O O Z a O
O O O O o o O O O O 0 o Contractor shall remove all erosion & sediment control measures after completion or construction and I
000000000 0000000°000000 CD - c
0 0 0 O 0 0 0 0 0 0 O Cstablishment of permanent ground cover. Z ) 0
O 0000000 000000000000 0X �. The escape of sediment from the site shall be prevented by the installation of erosion control measures w Q
O00 O o 0 0 0 o O o 0 o Ad practices prior to, or concurrent with, land-disturbing activities. O
-�-Y. o 0 0 0 0 0 0 0 0 0 0'O O o O o O o 0 0 00 0 All cut and fill slo es must be surface rou hened and ve etated within fourteen 14 da s of their,°°0000000 00000000000000 P 9 g O Y O
BLOCK114
o O O O 00000000000000struction. pp N
O o O O O O 14. Control measures will be checked daily and any deficiencies noted will be corrected by the end of _0
N G 000°°°°°°°°° WOODS each day additional erosion and sediment control measures will be installed if deemed necessary after 0
•000o0o0O0o0o on-site inspection by the issuing authority. QT
0o0o00000O00o 15. The only materials to be buried on-site is vegetative material. Construction waste may neither be 'Cn
— — 0000000000000 burned nor buried and must be taken to a state approved landfill. o
0 0 O 00 0 0 0 0 0 0 0 0 ` 16. Storm water control measures will be inspected after storm events by a qualified professional.
VENT 0 o°O°O°O°o°0°0 17. The Prime contractor and sub-contractors are to follow the measures outlined in the Erosion and
o O° O°O°O°O°o° °O Sediment Control Plan and SWPPP.
o O o 0 0 0
000000000000C 18. Temporary stabilization of all disturbed areas not worked for greater than 14 days with hay or mulch.
.o o :. o O o 0 0 0 000�X
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OVERHANG E�—+
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NOTE HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROiADE ANY PROJECT INSPECTIONS. APPROVALS,
CERTIFICA OR CONSTRUCTION OBSERVATION SERMCES, AS
RELATED TO hlE CONSTRUCTION OF T}IIS PROJECT.
IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
• SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR
ASSUMASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
E
ALL
C 2004 BY FIARLAN—MeGEE of NORTH AMERICA, ALL
1 17'r� RIGHTS REEVED. THIS DOCUMEM AND ALL ATTACHMENTS ARE THE
r PROPERTY OF HARLAN—MoGEE of NORTH AMERIGI ANY UNAUTHORI
WITHOUT THE PERMISSION OF NARLAN—MCGEE IS STRICTLY PROHIBITF�
AND THE REPRODUCTIONN, TRANSLATION OR COPYING OF ANY PART OF
THIS WORK B YFOND THAT PERMITTED BY SECTION 107 OR 108 OF
THE 1976 UN STATES COPYRIGHT ACT WTTFIOIR THE PERMISSION
OF THE COPYRIGHT OWNER, HARLAN—McGEE. IS UNLAWFUL
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADORESSED TO:
HARLAN—McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
MALTA, W 12020
BENCHMARK - 1
BONNET NUT ON HYDRANT DRAWING:
EROSION AND
ELEV. = 9 8. 70 ' SEDIMENT CONTROL
SCAIX: 1"=10'
re DRAWN BY: WE C
DATE: 9-14-09
REVISIONS:
T REVISED SILT FENCE WEC 11-2-09
z
EROSION AND SED �IENT C,10 � T;�OL 3
4
STAMP: PROJECT NO.
V
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c 05Wo
C _T
ERNEST J. P.E.