006 j 3 y f
40
00
STONE NOTES: AGGREGATE NOTES:
1. ALL STONE SUBBASE AND BEDDING LOCATED IN 1. ALL STONE SHALL BE CRUSHED-TYPE AND MEET 121
AREAS TO BE PAVED SHALL BE WRAPPED IN A NYS DOT STD. SPECIFICATIONS 703-02, COARSE ` I
(H-20 LOAD/RATING) NON-WOVEN GEOTEXTILE FABRIC ENVELOPE AGGREGATE.
(SUCH AS GEOTEX 45- BY PROPEX OR 2. SELECT GRANULAR FILL SHALL MEET NYS DOT
NOTES: APPROVED EQUAL). STD. SPECIFICATIONS 703-01, FINE AGGREGATE
2. WHERE A SUBGRADE GROUNDWATER CONDITION AND 733-11 EXCEPT WITH THE FOLLOWING
1. SURVEY STAKEOUT OF CATCH BASINS ARE NORMALLY CENTER OF EXISTS WITH MIGRATING SANDS AND/OR SILTS, GRADATION ;f
GRATE, NOT NECESSARILY CENTER OF STRUCTURE. ALL STONE SHALL BE WRAPPED AS PER NOTE 1 100X PASSING 1-1/2" SIEVE NOTE:
ABOVE. OX-70% PASSING #40 SIEVE
2. CATCH BASINS SECTIONS TO BE CUSTOM-CAST PRECAST STANDARD HEAVY DUTY CAST IRON OX-12X PASSING SIEVE THIS SIZE CATCH BASIN IS FOR AZ t m N
CONCRETE, AS MANUFACTURED BY FORT MILLER OR APPROVED FRAME & GRATE, BY NEENAH FOUNDARY CO. OR CATCH BASIN FRAME & GRATE OR MAXIMUM PIPE SIZE OF 18" -•I�
EQUAL. CONCRETE AND REINFORCEMENT DESIGN AND APPROVED EQUAL. GRATES TO BE BICYCLE SAFE. SOLID COVER WHERE SPECIFIED: MODEL CHECK DAM MATERIAL: LIGHT STONE _ __ .m,�
R-3561 BY NEENAH FOUNDRY CO. OR r 24"
MANUFACTURE AS PER ASTM C478. FRAME: R-3561 (FOR PAVED AREAS.) USE FILL #2 AND #3 CLEAN ANGULAR I ~ -� ( �`"`�`"�"�`�� ..----� - o
PATTERN NO. R-2558 FOR LAWN AREAS OR WHERE CT. NO.S 5419Z FRAME & 5419M FINISH GRADE PAVE OR TOPSOIL AND SEED AS SHOWN CRUSHED STONE
4" OR 30" ROUND GRATES ARE REQUIRED. USE NO. R-1556 GRATE BY EJIW OR APPROVED EQUAL. G
ON PLAN. SURFACE TO BE GRADED TO PROVIDE POSITIVE o 0 0
AS REQ'D MIN. 30" SQUARE OPENING GRATES TO ''`l1 ```\ `�
FRAME & COVER FOR 24 DIA. STORM MH. BE BICYCLE SAFE STORM BASIN DRAINAGE TO GRATE AND AS REQUIRED TO PREVENT STORM BASIN .\ 9
�
USE 30" SQUARE GRADE EXTENSIONS FOR R-3561, OR SOIL EROSION INTO BASIN. FOREBAY OUTLET-
"
8 8 30" ROUND I.D. GRADE RINGS FOR R-2558, OR 24" 7 PRE-CAST CONCRETE GRADE ADJUSTMENT EXTENSIONS AS o �0 24 0) 0)
ROUND I.D. GRADE RINGS FOR R-1556. SEAL ALL MANUFACTURED BY FORT MILLER CO., INC., TYPICAL. HEIGHT BOTTOM OF M T-
8" MIN. GRADE EXTENSIONS JOINTS, INCLUDING TOP SLAB AND AS REQUIRED, 4" MIN. 10" MAX. SEAL ALL JOINTS WITH STORM BASIN
20" MAX. C.I. FRAME WITH }" MIN THICKNESS CEMENTITTOUS 4-1/2 MIN. THICKNESS CEMENTITIOUS STRUCTURAL GROUT (7,200 CV
STRUCTURAL GROUT (4,200 PSI MIN.) SUCH AS PSI MIN.) SUCH AS QUIKRETE NON-SHRINK, PRECISION (P/N /�/f ff f / f\//\f� /\ff f���% \ ff ff ff
e ea QUIKRETE NON-SHRINK PRECISION GROUT (PRODUCT 2,-6„ 1585-00) OR APPROVED EQUAL. /� /. /�\ `�\` \ \�/�\\/�\ �
NO. 1585-00), OR APPROVED EQUAL
° X SQUARE CUSTOM CAST MONOLITHIC REINFORCED CONCRETE CATCH BASIN, �" N _J
`r HEAVY DUTY COVER- 30" SQ. ECCENTRIC OPENING a GEOTIX 315ST WOVEN FABRIC
H-20 TRAFFIC LOADING, TYPICAL, AS MANUFACTURED BY FORT "KEY-IN" FABRIC TO CHECK
FOR SQUARE FRAMES; 30" DIA. ECCENTRIC OPENING o 6" TYP. d MILLER CO., INC. CONCRETE & REINFORCEMENT, DESIGN AND
FOR ROUND FRAMES; 24" DIA. ECCENTRIC OPENING I - . . MANUFACTURE PER ASTM C890. HEIGHT AS REQUIRED, 5-0" MAX. DAM MATERIAL AND EXISTING GRADE
Ln
INSIDE HEIGHT. r
8" FOR STORM MH'S.MIN. PIPE SIZES EXTENDED MODIFIED MONOLITHIC BASE REQUIRED WHEN USED 6 Q
& INVERTS FOR SMA OUTLET STRUCTURE AND IN AREAS OF HIGH GRAVEL ROCK DAM
Y C
° TYPICAL JOINT SECTIONS TO BE SEALED WITH DOUBLE BUM II . GROUNDWATER. 6" MIN. EXTENSION, TYP. C
5" MIN. RUBBER SEALANT (ROPE FORM). ° AS PER PLANS 6 NOT TO SCALE
USE FLEXIBLE BOOT TYPE CONNECTORS WITH CORRUGATED PIPE 0 Z
6" 12" ADAPTERS (CGA) FOR PE PIPE SUCH AS KOR-N-SEAL BY
USE 48" I.D. PRECAST CONCRETE MANHOLE FOR SUMP TRELLEBORG PIPE SEALS OR APPROVED EQUAL, TYP. WHERE � �-
12" O.C. PIPES LESS THAN OR EQUAL TO 24"; USE 60" I.D. v BOOT CONNECTORS CANNOT BE USED: INSTALL CGA ON PIPE,
MANHOLE SECTION FOR 30" PIPE AND USE 84" I.D. °aa. a ° CENTERED IN STRUCTURE WALL; CLAMP WS WATERSTOP V, �^
7777
MANHOLE FOR 36" PIPE. LARGER DIAMETER MAY _ I GROUTING RING (BY PRESS-SEAL GASKET CORP. OR APPROVED V♦ (J)
12" O.C. BE NECESSARY DUE TO CONFIGURATION OF EQUAL) ON CGA AND EMBED IN J" MIN. THICKNESS NON-SHRINK 77
CONNECTING PIPING. FABRICATOR TO DETERMINE z - _ CEMENTITIOUS STRUCTURAL GROUT (7200 PSI MIN.) SUCH AS,
,. REQUIRED DIAMETER UNLESS OTHERWISE - QUIKRETE NON-SHRINK PRECISION GROUT, SIKAGROUT 212, O W
DIMENSIONED ON DRAWINGS. N APPROVED EQUAL, OR HYDRAULIC CEMENT. FILL ENTIRE WALL PAVEMENT OR
-
REINFORCED CONCRETE RISER SECTION (S) IN UNDISTURBED EARTH OPENING TO FULL WALL THICKNESS.� ORIGINAL GROUND r"
4" TYP 1-FT. INCREMENTS, 1-FT MIN TO 5-FT MAX OR ROCK. #2 CRUSHED STONE SUBBASE, 12" MIN. DEPTH, CONTINUE
a HEIGHT AND QUANTITY AS REQUIRED STONE TO SPRINGLINE OF PIPES. FOR UNSTABLE SUBGRADE, z
OVER-EXCAVATE AND INSTALL ADDITIONAL STONE AS
MANHOLE STEPS: POLYPROPYLENE PLASTIC STEPS NECESSARY TO STABILIZE.
WITH A. DEFORMED STEEL ROD. AS MANUFACTURED 3 SHALLOW CATCH BASIN VARIES a BY M.A. INDUSTRIES, INC. ( S-2PF) INSTALLATIONLL
�j AS PER MANUFACTURER'S SPECIFICATIONS. ALL BACKFILL MATERIAL TO BE I I I Y
SELECTED GRANULAR FILL TO BE
6 NOT TO SCALE PLACED IN 8" LIFTS AND BE COMPACTED D 1 PLACED UNDER PAVEMENT 1 Q
• MONOLITHIC REINFORCED CONCRETE BASE SECTION TYPICAL, HEIGHT TO 95% MODIFIED PROCTOR MAXIMUM 0
AS REQUIRED, 2-0" MIN. TO 5'-6" MAX. HEIGHT. DENSITY, (ASTM D1557), FREE FROM A.O.B.E. = AS ORDERED BY ENGINEER
EXTEND MONOLITHIC BASE REQUIRED FOR ALL SMA OUTLET DEBRIS, FROZEN MATERIAL, LARGE CLODS 3 TRENCH SLOPES ARE GIVEN FOR 3
STRUCTURES AND A.O.B.E. IN AREAS OF HIGH GROUNDWATER, OR STONES, ORGANIC MATTER, OR OTHER O U } 3
MAX. PAYMENT LIMITS ONLY
6" MIN. EXTENSION TYPICAL UNSUITABLE MATERIALS SHALL NOT BE FOR OPEN CUT AND ARE NOT j W
BACKFILL STRUCTURE WITH APPROVED SELECT USED AS BACKFILL. INTENDED TO REPRESENT NOTE: CONTRACTORS MUST
GRANULAR FILL PLACED IN 8 INCH LIFTS AND STABLE SLOPES I COMPLY WITH ALL LOCAL, STATE, Z
m
MECHANICALLY COMPACTED TO MIN. 95X MODIFIED I UNDER FIELD CONDITIONS. I & FEDERAL SAFETY REGULATIONS. z Q co
BOTTOM STEP 12 ° PROCTOR MAX. DENSITY. 12" MIN. WIDTH ALL SIDES. SELECTED GRANULAR FILL II I (OSHA & N.Y.S. D.O.T.)
MAX.ABOVE CROWN O < Z
OF LARGEST PIPE. USE FLEXIBLE BOOT TYPE CONNECTORS (SUCH AS PLACED IN 6 LIFTS AND
MECHANICALLY TAMPED OR NOT INTENDED TO � Z Q W ui Z
a' KOR-N-SEAL BY TRELLEBORG PIPE SEALS OR APPROVED A.O.B.E. SEE NOTES 1&2. REPRESENT 0
EQUAL). WHERE BOOT CONNECTORS CANNOT BE USED, INSTALL A SAFE SLOPE Q 0
AN NPC CORRUGATED PIPE ADAPTER (BY TRELLEBORG PIPE CRUSHED STONE OR SELECT GRANULAR MATERIAL 5; W
J V
'o SEALS OR APPROVED EQUAL) AND WS WATERSTOP GROUTING AS ORDERED BY ENGINEER (MECHANICALLY z J
- - RING (BY PRESS-SEAL, GASKET CORP OR APPROVED EQUAL) - 10' WIDTH OR AS SHOWN ON PLANS TOP OF BASIN COMPACTED) OR A.O.B.E. SEE NOTE 2. FOR LL
ON EACH PIPE, CENTER IN MANHOLE WALL AND EMBED IN j" TOP OF BASIN -Ill_ UNSTABLE TRENCH BOTTOM USE ADDITIONAL I. N Q 0 0. = O W
MIN. THICKNESS OF NON-SHRINK CEMENTITIOUS STRUCTURAL - =I I DEPTH OF STONE AS NECESSARY TO PROVIDE A m Z Z
GROUT (7200 PSI MIN, SUCH AS SIKAGROUT 212 HYDRAULIC I I- FIRM FOUNDATION.(FOR PIPES THAT CONNECT TO
o I-III Ell DRYWELLS USE SELECT GRANULAR FILL, - -
8" CEMENT OR APPROVED EQUAL) O 1 O Q
FINE STONE FILLING
O O 1 NYSDOT ITEM 620.02 IF STONEIN FABRIC ALONG ENTIRE LENGTH OF PIPE.STORMWATER PIPE INVERT ELEVATIONS AS PER PLAN
6" MIN. FOR PIPE 12" DIA. AND SMALLER � co
#2 CRUSHED STONE SUBBASE, 12" MIN. 12" MIN. DEPTH*, NOTES: � O
. e°.. , .e,• .a� _ � O O 12" MIN. FOR PIPE 14" DIA. AND LARGER
CONTINUE STONE TO SPRINGLINE OF PIPES. *FOR O OOOO O O
III- UNSTABLE SUBGRADE, OVER-EXCAVATE AND INSTALL OOO O
�I I ADDITIONAL STONE AS NECESSARY TO STABILIZE. O O DRAWN BY xxx
1) NATIVE EXCAVATED GRANULAR MATERIAL CHECK BY xxx
=I I STONE NOTES: O� Q it MAY BE USED IF APPROVED BY THE ENGINEER. O.D. + 24"
_ _ EDP PROJECT NUMBER XXX
PAYMENT
I O O 2) CRUSHED STONE NOT TO EXCEED #2 IN ( LIMIT) u�ER TME oa�CT sPERWSI°" OF A r 'v''�
1'-0" MIN. I I I I_I '-III 1. ALL STONE SUBBASE AND BEDDING LOCATED IN SIZE. GRANULAR FILL TO MEET THE FOLLOWING �E� ERaA L FOR A" E"'A�
ARCM/7ECT FAR A I.ANOSCAPF ARC107ECT p7
AREAS TO BE PAVED SHALL BE WRAPPED IN A REQUIREMENTS: XARVEYOR FOR A SURWYOR, IS A KMA71ON OF nE NEW
" WHERE A WATER TABLE CONDITION EXISTS STATE MXA71ON LAW AND/d Ro R REGxAnONS A IS
NON-WOVEN GEOTEXTILE FABRIC ENVELOPE (SUCH _ _ _ _ OX IN EXCESS OF 2 A Cuss A' 4RSOEAMEAVOR.
AS GEOTEX 45-B PER Y PRO OR APPROVED EQUAL.) - - - - - FILTER FABRIC GEOTEX 701 OR OX-70% PASSING #40 SIEVE STONE BEDDING SHALL BE WRAPPED IN A
2. WHERE A SUBGRADE GROUNDWATER CONDITION I-I I I-1 1 1- MIRAFl 18ON, OR EQUAL OX-12X PASSING #200 SIEVE NON GEO-TEXTILE ENVELOPE REVISION DATE BY
UNDISTURBED SUBGRADE EXISTS WITH MIGRATING SAND AND/OR SILTS, ALL I-) I I (FABRRWOVEN IC EQUIVALENT TO AMOCO 4545)
-III-I REVISIONS PER TOWN ENGINEER COMMENTS9-1B-1D BYF
STONE SHALL BE WRAPPED AS PER NOTE 1 UNDISTURBED SUBGRADE 3) GRANULAR HAUNCHING SHALL BE RµEVIISIe�PER PL SNINGG BOARD COMMENTS ,o-ao-,e BMF
ABOVE MECHANICALLY COMPACTED TO SPRING-LINE OF
PIPE
AGGREGATE NOTES: 4 OVERFLOW SPILLWAY STORM PIPE TRENCH
1. ALL STONE HALL BE CRUSHED-TYPE AND MEET NYS DOT SCALE TO NOT
STD. SPECIFICATIONS 702-02, COARSE AGGREGATE. 6 6 NOT TO SCALE
2. SELECT GRANULAR FILL SHALL MEET NYS DOT STD.
SPECIFICATIONS 703-01, FINE AGGREGATE AND 733-11
EXCEPT WITH THE FOLLOWING GRADATION:
100% PASSING 1-1/2" SIEVE
0-70% PASSING #40 SIEVE o
0-12X PASSING #200 SIEVE
ao
(L
DEEP CATCH BASINcn
CU
6 NOT TO SCALE
INFILTRATION BASIN m
ELEVATIONS u
SMA#1 SMA#2
m
A-1 (FT) 446.00 472.00 - `��" _q
EMERGENCY SPILLWAY / f ~`� z
A-2 (FT) 449.50 475.25 ELEV="A-2"
TOP OF EMBANKMENT 8-1 (FT) 448.50 475.25 f��j � --\f� 0
LIGHT STONE FILLING VARIES AS PER PLAN C-1 (FT) 446.00 475.00
5'-0" MIN. o
f
C-2 (FT) 449.15 476.00PIPE
PER PLANE AS r, �f� f� �A� / w
STORM EVENT /'
NON-WOVEN GALVANIZED STEEL OR HDPE STILLING BASIN FOREBAY /� \/\\% SCALE: w
FLARED END SECTION RIP-RAP / 446.07 472.00 i
FILTER FABRIC \ FOR EMBANKMENTS LESS THAN 7 FT �\ �
APRON / EMBANKMENT FILL MATERIAL TO CONSIST OF //\\ AS NOTED
P OR EQUAL INLET INV="B-1" 10 YR (FT) 446.21 472.01 /f\i
FOREBAY OVERFLOW 100 YR FT 447.39 473.08 f\\ WELL GRADED SOIL FREE OF PARTICLES LARGER \\ In
\ ( ) /�/ THAN 4" AND FREE OF ORGANIC MATERIAL,
SPILLWAY ELEV="C-2" COMPACTED IN 12" LIFTS TO 9096 MODIFIED /\i\ NOT FOR Q
PROCTOR I
/ BASE ELEV= C-1 /\/\/\/ / , ../ \\\ CONSTRUCTION
12" Xf\\ \/ i / /\�/\\\\jf\\/\�� ��\\ FOR EMBANKMENTS GREATER THAN 7 FT, ,ff11
CAST TOE IN NONFABRIC p�ROPEX 77001 '//�/ f�/f f/f f/f//f///�// �// /% Xi//� =" - " '%;'`f BEBVERIFIED BY A KMENT FILL MATERIAL
HNICAL ENGINEER.
TO \j\ SHEET TITLE: z
a CONCRETE OR EQUAL \���/�\\-\\\\\�\�/� \ � �'\ BASE ELEV A 1 f\\�\\� \/\\\ w
NOTES: 18" MIN. LIGHT STONE DSF ��/\\�\ \\�\ \\/�\/�\�/\��\��\\ \ \\�\\�/\��i�\\ \\�\\\ \\\\\ '� a
.11
FILLING (ANGULAR 8" x 12" x WIDTH OF F.E.S. 300D PSI ' /,� STORMWATER
STONE 6"-8" AVG. AIR ENTRAINED CONCRETE TOE J
1. ALL INLET FLARED END SECTIONS TO '/�f'�/\\A � DETAILS
BE ANCHORED PER MANUFACTURES SIZE WITH 12" AVG. ANCHOR W/ REBAR (APPLIES ONLY
RECOMMENDATIONS DEPTH) FOR HDPE FLARED END SECTION) 0 ff f
\7, \\\ � r
2 FLARED END SECTION SHEET:
6 NOT TO SCALE 5 INFILTRATION BASIN TYPICAL SECTION Z
w
w
0
6 NOT TO SCALE z
3
es