Road & Utility Construction Erosion Control Plan LP LP _ GAS PAINT -
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LP / ( �JI / I ` I + SILT STOP FENCE
AMOCO 1380 OR EQUAL
4"MIN. MANUFACTURERS
ATTACH TO STAKE PER
LAGS ' I I TOP L STOCKPJ I \
WITH SILT FEJVO Y RECOMMENDA AONS
/ PERMANENT BUFFER ON NORTH
SIDE OF U77LITY EASEMENT
FLOW /
i �PG� \ it ( ♦ Sl FENCE ts'MIN.
SILT
4 LAP FABRIC 6'MIN.
3
�o\ � \ # �� � �'c / � ` /� I � do FOLD AT JOINTS /
6" TOE IN MIN. FOR
DROP INLETI l SILT STOP FENCE\FENC 4 ^' - \ PROTECTION / / ` I � FABRIC
/� (TYPICAL)
44
TEMP RY
SEDIMENT BASIN . SILT FENCE DETAIL
I SILT FENCE
(T),IC, L , N TS
` NOTE:
SILT FENCES ARE SHOWN IN DRIVEWAY AREAS. THOSE FENCES
ARE TO BE UTILIZED FOR INITIAL GRADING PURPOSES
SILT FEN E \ / 1 �e"�6 r / \ /� AND REMOVED AS NEEDED AS CONSTRUCTION PROGRESSES.
\
45 SILT FENCE I _
TP5
'i slL FENCE
7NG EASEMENT FOR WATERLINES � \ � Y 5 i \ cli
OOK OF DEEDS 26, PAGE 37) 4
EASEMENT,F GLENS FALLS WATER I I
I
! A / Limul OF
DISTURBANCE I I I /..
�< INSTALL TER ` \ / �T. I ,� /_;.�1 I ` � 50'M/N.
EXISTING
SERVICE'STUBS �� �� �... PAVEMENT
17 �..� v'0 5 ON 1 ON 1
TJP/4_
lF NOT PS�
CE
B ERM 0OP7ION ),6 - =f = FL TER CLOTH PROFILE
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STING 6 M/N. PIPE IPEDIf 50iN/N.XRlOUND w0'
A<
\\ .CONSTRUCT SIDEWALK AND,, I I _
INSTALL ELECTRIC, CABLE,' �� a
MN
/ 4 M/N. l
— - ",TELEPHONE AND GAS LINES
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k5 TPA I / / I W PLAN 10
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fi / , I %� TP3 I — / CONSTRUCTION SPECIFICATIONS
1. STONE USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE
EQUIVALENT
TP 2 ` I 448 I / I 2. LENG774 - AS REQUIRED, BUT NOT LESS THAN 30 FEET
J GUY WI & / I \ \ \ / CD3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
�s
2�, ( 450 I I 4. OR EGRESS OOCCURT LESS S�24' MINIMUM ITHE FULL D 31NGLE ENTRANCE �OI SIWIIERE INGRESS
�� l STABILIZED CONSTRUCTION 452-� I I I / / aya / \ N 5. FILTER CLO7N - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO
_ {✓t —E/y-TRANC�TO BE I I I PLACING OF STONE.
P P NM l VH - j' .�� CON D. EM OR-THE-WE-W �p FRONT SE78A 454 / I / I
_ 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD
OB'48 SO" E E J O l COMPL TE Cam-- \ I I / _ _ — / CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF
\ l PIPING IS IMPRACTICAL, A MOUNTABLE BERM MTN 5.1 SLOPES WILL BE
PP PERMITTED.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT-OF-WAYS THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
I / ADDIT70NAL STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN-
THE CONTRACTOR SHALL AS A MINIMUM IMPLEMENT THE P NM 8 333 J GUr RE-_/- _� l / / / / / I O ING OF ANY MEASURES USED TO TRAP SEDIMENT.
FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES.' 8 _ �� 8. WASHING - WHEELS SHALL BE CLEANED WHEN NECESSARY TO REMOVE SEDIMENT
l / \ \ PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT
a -CONSTRUCTION AND MAINTENANCE OF EROSION AND ,
_ l l / / SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS
o I \ � ---�_ / / INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
r' SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE \\ PP NM 9 / l �_ i / N \
N NEW PORK GUIDELINES FOR URBAN EROSION AND 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED
" SEDIMENT CONTROL. � �\ — -� -�_ �
v SOIL EROSION AND STABILIZA770N: AFTER EACH RAIN.
a -INSTALLATION OF EROSION AND SEDIMENT CONTROL _
MEASURES AS SHOWN ON THE PLANS AND AS NEEDED 1. PLANS SHOW TEMPORARY SOIL EROSION AND / \ �- S TA BI L I ZED CONSTRUCTION ENTRANCE
r' STABILIZATION MEASURES WHICH SHALL BE MAINTAINED
DURING THE GENERAL COURSE OF WORK. \
o UNTIL ALL AREAS ARE STABILIZED. —��\
-PRIOR TO SITE DISTURBANCE, EROSION AND SEDIMENT 2. THE CONTRACTOR SHALL BE DROP INLET
BASF, OR STAKE NOT T❑ SCALE
MEASURES SHALL BE IN-PLACE. DROP RESPONSIBLE TO SEED AND WITH GRATE
-TEMPORARY INSTALLATION OF STABILITY CONSTRUCTION MULCH (OR HYDROSEED). THE OWNER SHALL BE 2" X 4' WOOD FRAME FABRIC TEMPORARY SEDIMENT BASIN NOTE:
c PADS AT ALL LOCATIONS WHERE CONSTRUCTION VEHICLES RESPONSIBLE TO PROVIDE AN ADEQUATE WATER SOURCE 3,600 CF / ACRE REQUIRED w'
y
a S ?auE
AND HOSES AND GERMINATION OF THE SEED. THE _ 4.3 AC x 3,600 = 15,480 CF REObIRED `� Q ROAD & UTILITY CONSTRUCTION
WOULD ENTER ONTO PUBLIC STREET � -� � � o ALTERATION OF THIS
w --EXCA VA TION WORK TO BE CARRIED OUT DURING PERIODS CONTRACTOR SHALL NOT BE RESPONSIBLE FOR WATERING 1.5' MAX - 15,790 CF PRO l DED
WEATHER SHALL REQUIRE ADDIT71ONAL UNLESS THE CONTRACT STATES SUCH. B MIN DOCUMENT EXCEPT BY A
d� OF INCLEMENT WE - t-�. BURIED FABRIC LICENSED PROFESSIONAL EROSION CONTROL PLAN
EROSION CONTROL MEASURES AS MAY BE NECESSARY 3' MIN m ENGINEER IS ILLEGAL WED GEWOOD A PA R TM N TS
c�i BASED ON CONDITIONS. 3. SOIL EROSION IN SAND WILL OCCUR AFTER EVERY �•� / � � %�j '%• ,: - -� _=-�=--- E
1 r / . / . �/
RAINFALL UNTIL TURF IS ESTABLISHED. IT SHALL BE THE /..�j%%�j%��j/. : %/,� %�'
Ln -STABILIZA 770N OF PROPOSED ASPHALT AREAS BY '� � GATHER Ex 1. FILTER = ;V A -AVE _=s of 4o-ss. BURLAP MAY BE USED
OWNERS RESPONSIBILITY TO REPAIR EROSION AFTER EVERY %/.�j%/��/./ ` ' AT (DRIERS
N COMPACTION AND APPLICA770N OF SUBBASE WITHIN TWO � �� FOR 5 =v a==uCA' BURKE DRII�E
RAINFALL. FAILURE TO REPAIR MINOR EROSION WILL I 2. cur FF. u A ANTIS_ ROLL TO ELIMINATE JOINTS. IF JOINTS
WEEKS AFTER U77LI TES ARE INSTALLED. RESULT IN MAJOR EROSION AND POSSIBLY PA VEMENT AND �� ARE NEE?EC WI BE RLAPPED TO THE NEXT STAKE. cn .
'= -VEGETATIVE STABILIZA T70N OF DISTURBED AREAS
STRUCTURE FAILURE. THE ENGINEER SHALL NOT BE 3. STAKE vA--4.4_S ++'_ BE --•_•-ARD 2'x4" WOOD OR EQUIVALENT METAL OF ImIE{�?y� TOWN OF QUEENSBURY WARREN COUNTY
w ~
WITH A u'N u,.0 --',3TH F -EET. z
DING R.O.W. AND EASEMENTS WITHIN TWO WEEKS OF RESPONSIBLE IF EROSION OCCURS. 4 sPACE s-e�Es ARo. . •.LET 3 FEET APART AND DRIVE A MINIMUM ` i''C' STATE OF NEW YORK
INCLUDING � W
18' DEED S=a._ rATEF - 3' MAY BE BRIDGED WITH THE USE OF a
FINAL GRADING. WIRE u-_" E_ � F ' _ -ABRIC FOR SUPPORT. w 0 O g
4. ADDITIONAL EROSION CONTROL METHODS INCLUDING SOIL - GRAPHIC SCALE' ! # F ENGINEERS
I% -WEEKLY INSPECTION OF EROSION AND SEDIMENT CONTROL STABILIZATION MATS, PLACEMENT OF STONE, PLACEMENT s. FABRIC = _ vc�DE- vNIMUM BELOW GROUND AND BACKFIELD w i
`L PROPERTIES TO DETERMfNE IT sHK__ E_ FAs- To THE sTAKs AND FRAME < 0
DOWNSTREAM 0 CLIMATIC CONDITIONS 6. A 2"x4" = =��_ SHAL -= -.'OMPLETED AROUND THE CREST OF THE ao 0 20 so so ieo Q p I
, MEASURES AND DOW OF SOIL MAY BE REQUIRED DUET _ r _ _-
THEIR EFFECTIVENESS. IMPLEMENTATION OF ADDITIONAL RAIN ETC. THE ENGINEER SHALL NOT BE - S URVEYO RS
(EXCESS ) FABRIC _ _.w s t: _ 1
MEASURES AS NECESSARY TO PROTECT ADJACENT AND RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THE 411 Union Street Schenectady, N.Y. 12305
E DESIGN
DOWNSTREAM PROPERTIES AS DETERMINED BY THE ,�� 518-377-0315 Fax.518-377-0379
v EXTRA MEASURES AND IT SHALL NOT BE CONSIDERED AN FILTER TER FABRIC DROP INLET PROTECTION TION DETAIL ( It'- FEET ) ` t
a ENGINEER AND/OR INSPECTOR. OMISSION OR ERROR ON THE PLAN IF THESE ADD1770NAL
MEASURES ARE NOT SPECIFIED INITIALLY. NOT TO scA_E 1 inch = 40 ft. N � o THOMAS C. A'N17RESS, P.E. DATE: SCALE: t DWG. SHEET OF
m
INSPECTION PER THE N.O.L/SWP.P.P. z N.Y.S. LICENSE NO. 61836 JANUARY 16, 2013 1" = 40 4225A-S2 4 7