Erosion & Sediment Control Details.C4.5 FACILITIES PLANNING, DESIGN & ENGINEERING
200 WILMOT ROAD
DEERFIELD, IL 60015-4616
NOTE:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS
PER PLAN OR 50' MIN. DOCUMENT IS A VIOLATION OF SECTION 7209
EXISTING SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
WOVEN WIRE FENCE PAVEMENT LAW
(MIN. 14 1/2 GAUGE,
MAX. 6" MESH 1.5" x 1.5" ���!� !��%�%�%� ------ -
SPACING) HARD WOOD POST, GEOTEXTILE 12" MIN. DESIGNED BY:
Sx 4 NOMINAL STABILIZATION FABRIC
OFT WOOD POST
OR STEEL POSTS. R FI
LE
GEOTEXTILE 10 MAX SPACING EXISTING GROUND
i
+1 VkWQ2005
20' CLOUGH HARBOUR & ASSOCIATES LLP
PACKED WITH EAR 441 South Salina Street, Syracuse, NY 13202-4712
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Main:(315)471-3920 • www.cloughharbour.com
EXISTING FOR:
o ORIGINAL i� 40' MIN. H'OL PROPER TYGROUP, L L C
GROUND
FLOW ' PAVEMENT
N i }> - - - ---
12"
18" MIN. 20
FOR POSTS
PLAN VIEW
2"
GEOTEXTILE TO BE 18"
BURIED IN GROUND
1. STONE ' iZE-USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
NOTES:
2. THICKN SS-NOT LESS THAN 12'.
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS:
STEEL, EITHER 'T' OR 'U' TYPE, OR 2" 3. WOVEN �EOTEXTTLE FABRIC WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
FENCE POSTS WITH WIRE TIES OR STAPLES. HARDWOOD
4. EXISTIN j ROAD SIDE DRAINAGE SHALL BE MAINTAINED.
2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: 5. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT WOVEN WIRE, 14 1/2 GA., 6" MESH OPENING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP
TOP AND MID SECTION. DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT OR STONE SPILLED, DROPPED, WASHED, OR
FILTER CLOTH: TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN FILTER X, MIRAFI 10OX STABILINKA T140N
6. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
EACH OTHER , THEY SHALL BE OVERLAPPED BY SIX OR APPROVED EQUAL
INCHES AND FOLDED.
PREFABRICATED UNIT:
4. MAINTENENCE SHALL BE PERFORMED AS NEEDED GEOFAB.,
, ENVIROFENCE, OR APPROVED
AND REMOVED WHEN 'BULGES' DELELOP IN THE SILT
FENCE.
2 STABILIZED CONSTRUCTION ENTRANCE
C4.5 NOT TO SCALE
1 SILT FENCE
C4.5 NOT TO SCALE
2.•1 STONE FILTER DEWA TER/NG DROP INLET WJTH GRA 7F
CaVCRETE BLOCK
❑ ° a �. a ..° - ❑"
SEE NOTE 3 2" x 4" 2" x 4"
GEOTEXTILE 4
STAKE7 WOOD FRAME ATTACHED TO - - - _ - -
2" x 4" i WOOD STAKE III=III=III=11 IEEII 11
WOOD FRAME AND FRAME � -III-III-III- -III-III
I I 1=1 11=1 11=1 11=1
6 18" FLOW { I II I I I „I I II I IiEJ l #2 STONE
FLOW -III=-�TOCKPILE IEE
Flow III=III AREA =III-II
FLOW _
DROP INLET t I-III-II I '11=1 11=1 11
18" .,I Cl A III-III-111-! ,I 1=111-I!
12 -ORIGINAL I-III=11I-II!=_-III-I
21
1
x 4" - GROUND OR v. III=III=1!1= =I1-III=!
STAKE (TYP.) PROPOSED I=III=III=III= =11 =11
GRADE
DROP INLET -GEOTEXTILE TO BE �snuFTRic SL2M
BURIED IN GROUND (TYP.)
GEOTEXTILE ATTACHED 1 03-02-09 NSD SITE PLAN REVISIONS
TO WOOD FRAME - DEWA TER/NG PLAN MEW-2.'1 StOPE 2 04-15-09 NSD SITE PLAN REVISIONS
PLAN ELEVATION .3" STONE - WI?E SCRE EN 3 07-15-09 AMF SITE PLAN REVISIONS
SEDIMENT �1' MIN. THICKNESS) CONCRETE BLOCK 4 09 15-09 AMF SITE PLAN REVISIONS
�1✓ 5 10-20-09 AMF SITE PLAN REVISIONS
NOTES: � II=1II=' - =1II�� - -
=!I-!I! = !-_! LNO. DATE BY DESCRIPTION CONST
1. GEOTEXTILE SHALL BE CUT FROM A CONTINOUS ROLL TO ELIMINATE JOINTS. IF a III-III- - -III - -
III-III II I1=II' REVISIONS
JOINTS ARE NECESSARY THEY WILL BE OVERLAPPED TO THE NEXT STAKE. � q�/Iy • _ e _I!�IIII111111 - I-III!I+. -- -
a _ ��I- CERTIFICATION AND SEAL
„ 2 MAX. --
STAKE MATERIAL WILL BE STANDARD 2 x4 WOOD OR EQUIVALENT METAL WITH i a 16" 1=III-I�TOCKPILE
,; 11=I I I-I I E: AREA -I I I I
2 of NEIy
A MINIMUM LENGTH OF 3 FEET. II-
__ I I ICI -1 I-1 I'=_= 1=1 I fl I I I I - ► _
3. SPACE STAKES EVENLY AROUND INLET WITH A MAXIMUM SPACING OF 3 FEET - _ _ _ = 2 II-III III-III- =-III-I_ _
EXISTING
iiI 5 -
DRIVE STAKES 18" MINIMUM INTO GROUND. WIRE MESH MAY BE REQUIRED BEHIND �- IT=I I I =�_� -I ;_,-I , a
-I I (-I I I-I I I- -�I - _ - DROP INLET 4 5 PAVEMENT x
GEOTEXTILE TO PROVIDE SUPPORT. I-III-III-II I -I 12
=I W 7H GRA 7F SECTION
4. GEOTEXTILE SHALL BE EMBEDDED 12" BELOW GROUND AND BACKFILLED. IT - sx�g�$,oR
c ��zp �°08156 N>
SHALL BE SECURELY FASTENED TO STAKES AND FRAME.
��FESSIo��'
GEOTEXTILE FABRIC SHALL HAVE EOS OF 40-85. CROSS aEC11�1 5 STONE BERM STOCKPILE PROTECTION _ -
5. GE NOT TO SCALE
C4.5 WALGREENS STORE No. 11335
6. A 2"x 4" WOOD FRAME SHALL BE FORMED AROUND THE CREST OF FABRIC NOTES;
FOR OVERFLOW STABILITY. 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWAIERING. PROPOSED WALGIEEN
FOUNDATION SHALL BE PLACED AGAINST INLET FOR SUPPORT. NORTHWAY PLAZA
7. INLET PROTECTION TO REMAIN IN-PLACE UNTIL AREA IS STABILIZED. 2. HARDWARE CLC H OF 'WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO TOWN OF QUEENSBURY
SUPPORT STONE. WARREN COUNTY, NEW YORK
3. USE CLEAN STON= OR GRAVEL Y2 - �4 iNCr N DIAMETER PLACED 2 INCHES BELOW
THE TOP OF THE BLOCK ON A 2:1 SLOPE OR ;7-ATTER.
4. STONE AND BLOCK DROP INLET PROTEC"Oh -C BE PROVIDED WHEN CATCH BASIN EROSION & SEDIMENT CONTROL DETAILS
cn APRONS HAVE BEEN INSTALLED AND FILER =ABRIC PRO
TEC110N IS NOT PRACTICAL
w 3 FILTER FABRIC DROP INLET PROTECTION
u, CADr� PLOT: SCALE: NONE DRAWING NO.
�' C4.5 NOT TO SCALE 4 STONE AND BLOCK DROP INLET PROTECTION
�I DRAWN BY:
-- - NSD am
C4.5 TO SCA__ VOID PLOT:
-- - C 4
DATE: 12/02/2008
RELEASED TO
Q CONSTRUCTION REVIEWED BY:
11
cc
JFT __-- OF 28 DWGS. !