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PR°P°SEDMRM INLET PR°T'TI°N IT aWri178CNAEArosion
Control Plan
DRAWING NO.
C 0 0 1
Project no.: 18..5
cAPHAPR:i:ERDs0BYN:THE SARATOGA SPRINGS PLANNING BOARD UNDER A RES:AL:ET:ION ADOPTED
Ill
CONCRETE BLOCKDEWATE 6-1 ,,"-6�\� j FLOW r 2"X4"WOOD FRAME _.�$a''7'gs 'a �FLOW \\\\,/ �f 1.5'MAX. J-I STAKE �,o.'>eo ,yP 9g8" 2'1 SLOPEQ]/ j % i s ,. -� GRAVEL FILTER\\-,,,,\'' ;,://,,/6///',/,-,
/%„;�//ij///% `�1 ASRIc� 'l ONE a BLOCK PLAN VIEW
\W.:,% \\ 3'MIN. WIRE
m MENT P=L DEWATERING cna
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� \ U v - IIII ��I I'MIN. 5 Wood
v �/ %\ \ ,101,","11,,S, 2 MAX, -_
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a @;_ FLOW � ��®�®�®®®®®�®� Morris
DROP INLET BURIED FABRIC �� ITFI 11 TIIIII\ DROP INLET as�nnal�s��P�sul<e soo
o - W]TH GATE \ III I II=IIII—III ,,2,
z �FRAME \ IIII=III a WITH GATE Buffalo,New York 14203
EXCAVATED AREA CAS REQUIRED) ^ �'�•.-'w3i, \\ F��G.842.3'I65
1,1111 SEDIMENT X16.842.0263
VIII—IIS' P
a J I -L-11111 ,""-61,11,1111
� ''HE
-`�''s-'. TEMPORARY STONE 0 BLOCK DETAIL
'._° SIDE SLOPE 2'11 •r r• = OF NEI4,
IIII I_� —HW
IIII MIN SEDIMENT P=L 0-°:78",'N
<<'.�OPHE BO
F ; II II= _ T WIRE MESH �P - Atg.'Q
III - II -� 1'MIN 21 SLOPE to, 31 SLOPE 1 o'f'
sill-.771,.\ r IIII III=IIII- ;,,,Iron;y, ` { coPTTONALI ��c� o
EXCAVATED / 11111 IIII= �� X' iIrFA��GATHER EXCESS 2'MAX,� y 9 i�
� DEPTH MIN.1'TO IS,,,,,1 �: ”-�"�� AT=RNERS M •'�r-' - oITII,wEFPHOLES GRVELSUPPORTED BY FINE GRVELFACES=IAA"'AAl1i+FST'� A MAX2'BELOWFOR - HARDWARE CLOTH TO Xf 1]'M]N,TH]CKNESSI / n
TI7T 7� TI7T ��,t,
- - TOP OF INLET. II I,DEWATERING III_III ALLOW DRAINAGE AND IIIIII—IIII IIII
ul RESTRICT InGmENT C❑NSTRUCTI❑N SPECIEICATI❑NS ONE �a ,,s, o�Ba�p��''
MOVEMENT. "DOUGHNUT"DETAIL " F�?pFLSSp�P�'
11111=
a -11,,,--,,,,,A 1.FILTARE
ER EABRTCS
SHALL HAVEA
AN EOS OF 40-85.BURLAP MAY
r BF uSEn FOR SHORT TERM APPucAnONS C❑NSTRUCTI❑N SPECIEICATI❑NS
,Ei q 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE J=NTS IF
m 9 c JO]NTS ARE NEEDED THEY W]LL BE OVERLAPPED TO THE NEXT STAKE. ],LAY ONE BLOCK ON EACH S]DE OF THE STRUCTURE ON]TS=DE FOR DWATERING.
CONSTRUCTION SI E CI E I C A T I❑N S 3 STAKE MATERIALS W]LL BE STANDARD 2"X 4"WOOD OR EQUIVALENT FOUNDATION SHALL BE 2]NCHES MINIMUM BELOW REST OF INLET AND BLOCKS
$ METAL WITH A M]N]MUM LENGTH OF 3 FEET.
� SHALL BE PLACED AGAINST INLET FOR SUPPORT.
s 8- 1.CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DR]VE
_ MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED 2.HARDWARE CLOTH OR]/2"W]RE MESH SHALL BE PLACED OVER BLOCK OPEN]NGS Qj
-E,', 2,GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BAS]N, W]TH THE USE OF W]RE MESH BEH]ND THE FILTER FABR]C FOR SUPPORT TO SUPPORT STONE. O
a 5,FABRIC SHALL BE EMBEDDED 1 FOOT MIN]MUM BELOW GROUND AND 3.USE CLEAN STONE OR GRAVEL 1/2-3/4]NCH]N D]AMETER PLACED 2]NCHES BELOW
3.WEEP HOLES SHALL BE PROTECTED BY GRAVEL. BACKFILLED.IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. TOP OF THE BLOCK ON A 21 SLOPE OR FLATTER.
I
z D 4,UPON ST AB]L]ZAT]ON OF CONTR]BUT]N6 DRA]NAGE AREA.SEAL WEEP HOLES.
F]LL BASIN WITH STABLE SO]L TO FINAL GADE,COMPACT]T PROPERLY 6."' H'R
2" 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST 4 FOR STONE STRUCTURES ONLY,A 1 FOOT THICK LAVER OF THE F]LTER STONE WILL
-= AND ST AB]LIZE W]TH PERMANENT SE ED]NG. OF THE FABR]C FOR OVER FLOW STAB]L]V BE PLACED AGA]NST THE 3]NCH STONE AS SHOWN ON THE DRAW]NGS,
MAXIMUM DRAINAGE AREA 1 ACRE MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE
INLET PROTECTION DETAIL 1 INLET PROTECTION DETAIL 2 INLET PROTECTION DETAIL 3
' I.
NOTTOSCALE NOTTOSCALE NOTTOSCALE
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NOTE:INSTALL ONE OF THE INLET PROTECTION OPTIONS SHOWN FOLLOWING INSTALLATION OF THE PROPOSED CBS n
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FILTER CLOTH(SECURELY "MIN. (EXISTING Cl)•
ATTACHED TD STAKES) ' -PAVEMENT
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6"MIN.
EX TU
FILTER MOUNTABLE
BERM O
36'MIN.LENGTH GROUND CLOTH PROF]LE (OPT]ONAL)
i FENCE POSTS DRIVEN
M1N.16"1NTU GROUN➢, _ 50'MIN. x
_
HEIGHT DF FILTER
IL - ®_— =16'MIN EX]ST]NG` MIN. a)
ROu D
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' y y"r ," —P11'1 FILTER 3 1 WOODEN STAKE60N
��.j"� �O�y�y wIy A MIN.DF I I—, EXIST]NG 2"x2"WOODEN STAKE =
12'MI N. 7 0'LINEAL SPACING
F GROUND. PAVEMENT
DUMP STRAPS SILTSOCK O
2 EACH FILTER CLOTH
EXPANSION RESTRAINT 0'
DEPTH MARKINGS PERSPECTIVE VIEW PLAN VIEW AREATOBE
OMIN.
(1�4��NYLON ROPE, PROTECTED of l7
2 FLAT WASHERS1if
WATER P1 N
AREA TO BE 1.1 r
FLOW II�� SILT SOCK SEA PRD
OTECTE �j
INSTALLATION DETAIL RAG DFTAII 36 MIN.FENCE PDST� CONSTRUCTION SPECIFICATIONS ' I/ M
FILTER CLOTH POSTS SHALL BE A
MINIMUM DF 20"ABOVE 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT
ATTACHE➢TD POST WORK
1B"
REBAR FOR THE EXISTING GRADE 2.LENGT110
NOT LESS THAN 50 FEET(EXCEPT ON A'NG"'
RE=DENCE LOT WHERE
DUMP BAG REMOVAL SI-J2,_, A 30 FOOT M]N]MUM LENGTH WOULD APPLY), AREA MPIIPA (i) (C)
(��
STRAP FROM INLET ryry��0 /UNDISTURBED GRDUN➢ 3.THICKNESS-NOT LESS THAN=X 061 INCHES. a✓ 0
DUMP COMPACTED SOIL 1 4.WIDTH-TWELVE LES FOOT MSIX(6,BUT NOT LESS THAN THE FULL W]DTH AT CO LO
1"REBAR FOR `STRAP EMBED FILTER CLOTH ff�� -POSTS SHALL BE A POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR 024)FOOT IF SINGLE PLAN VIEW SECTION VIEW W \OJ •>_(fl
BAG REMOVAL A MIN.DF 6'IN GROUND. MINIMUM DF 16'BELOW ENTRANCE TO SITE, .Q
FROM INLET - THE EXISTING GRADE
SILTSACK 5.F]LTER CLOTH-W]LL BE PLACED OVER THE ENTRE AREA PR]OR TO PLAC]NG z
ANUFACTURED SECTION VIEW OF STONE. C•,M Q
BY AC,OR 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD=N- NOTES: U ^,Q�(�
EQUAL CONSTRUCTION SPECIFICATIONS STRucTION ENTRANCES SHALL sE PIPED ACROSS THE ENTRANCE.IF PIPING IS W g
]MPRACT]CA L,A MOUNTABLE BERM WITH 51 SLOPES W]LL BE PE RM]TTED. CONTRACTOR nLoiNSPECT ANDMAINTIN.si-OCKASNEEDE➢DURING = C
THE DURATION OF CONSTRUCTION PROJET. Q
1.WOVEN FENCE TD BE FASTENED SECURELY TD FENCE POSTS WITH WIRE TIES DR � �
NOTE: 7.MA]NTNANCE-THE ENTRANCE SHALL BE MAINTA]NED]N A=HDI T]ON WH]CH W]LL 2 /�
0 INSPECT AFTER=`''s
VERY STAPLES.POSTS SHALL BE STEEL EITHER'T"OR'U"TYPE OR HARDWOOD. PREVENT TRACK]NG OR FLOW]NG OF SED]ME NT ONTO PUBL]C R]GHTS-OF-WAV,ALL d \`Q
RAINFALL OR 3 WEEKS SE=MNT SPILLED,DRPPED,WASHED OR TRACTED ONTO PUBLIC R]6HTS-OF-WAY CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED AT THE BASE OF THE
AND EMPTY. �.WHEN TWD SECTIONS OF FILTER CLOTH A➢JOIN EACH OTHER THEY SHALL BE MUST BE REMOVED]MMDIATELV. SILSOCKWHENITHASAE,1=DjOF THE EXPOSEDHEIGHT OFTHESILT
DER-LAPPD BY SIX INCHES AND FOLDED.FILTER CLOTH SHALL BE EITHER SOK.ALTERNATIVELY,RATHER THAN CREATEA SOILDISTURBING CTMTY Issued for Construction:
FILTER X,MIRAFI 00X,STABILINKA T140N,DR APPROVED EQUIVALENT 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH THE ENGINEER MAV CALL FOR ADDITIONAL SILTSOCKTO BE ADDEDATAREAS Municipality Submission:xx.xx.xx
63 12
STONE AND WH]CH DRAINS INTO AN APPROVED SEDIMENT TRAPP]NG DE CE. OFHIGHSEDIII NTATION,LACED 1MMEDIATELYON TOP OF THE EXISTING Drawn by: jlp
3.MAINTENANCE SHALL BE PERFORMED AS NEEDED AN'
MATERIAL REMOVED WHEN 9,PERIODIC INSPECTION AND NEEDED MA]NTENANCE SHALL BE PROVIDED AFTER EACH SEDIMENT LADEN SILT 60K. Scale: 1:40
BULGES"DEVELOP IN THE SILT FENCE. RA]N.
DRAWING NAME:
SILT SACK DETAIL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL SILT SOCK DETAIL Demo&Erosion
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
Control Details
DRAWING NO.
APPROVED BY THE SARATOGA SPRINGS PLANNING BOARD UNDER A RESOLUTION ADOPTED
CHAIRPERSON: DATE:
Project no.: 18.085
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4' SITE LEGEND =
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NUMBEROF1,13.NG SPACES
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N SITE PLAN 0
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w, SCALE:1,40. CD-
SITE DATA•AREA ZONED UR•4 SITE DATA•AREA ZONED T.4
AREA: 3.79,ACRES(165,172.8,SF) AREA: 1.268,ACRES(55.218,SF) = a4
ZONED: UR.4IURBAN RESIDENTIAL.. ZONED: TRANSECT ZONE T.4 IURBAN NEIGHBORHOOD) Cl) ,
BUILDING USES: MULTI.FAMILY DWELLING.56 UNITS,APARTM ENTS BUILDING USES: 1ST FLOOR;M IXED.USE MERCANTILE
R.2 OCCUPANCY CLASSIFICATION M OCCUPANCY CLASSIFICATION Z 7
BUILDING TYPE: TYPE VB CONSTRUCT!ON TYPE 2ND FLOOR MULTI.FAMILY DWELLING.12 UNITS,APARTMENTS 0
GENERAL NOTES: R.2 OCCUPANCY CLASSIFICATION DI-.
PROVIDED: REQUIRED: BUILDING TYPE: TYPE VB CONSTRUCTION TYPE al all i Ls
, TEsJ,,,,,,,,L,,,,,E,,,L.74,,T.ENTALz=iNTALiRR.Ex,TRADE r:::LA'VTEISRI:E.S\FEVI'DT,„FT): 2.950,SF/DU 3,000 SF/DU
,1 00' 100' 3 -0
INVOLVED.
MAXIMUM%BUILDING COVERAGE(%), PROVIDED: REQUIRED:
a EAUP IB.RTOTV ATLI:717E1 AOL=LEE2INTI LOTUZTI=AST PRINCIPAL BLDG:El 5,690,SF EACH) 19.0% 25% MAXIMUM BLDG HEIGHT: 2 STORY 2 STORY MIN I- C., a._
ACCESSORY BLDG: N/A 15% 35' 40'MAX (,) (1)CI 0 g
IS SPECIFIED.
MINIMUM YARD SETBACK EFTE: MINIMUM.BUILD OUT ALONG FRONTAGE: 44.8% so, 3 = 2 It-2'.
a IZTHEAEL'Ll ALLOLCBAE_CC°0IMD PE V‘NT IONS ETATATF gYCIIIJ'I I.DEASH" FRONT:
REAR: 25.0' 25'
25.0' 25' BUILD.TO DISTANCE FROM FRONT LOT LINE: 12'
sioEsETBAcKIFT, 12'TO 18'
S'- <7(2 i2
AND REGULATIONS. PRINCIPAL BLDG: 80.17' 12.AVG
EACH SIDE: :55:3333' r5: BACK BLDG:
4.VArrIFFIE'';s1t,h1ligiggihlINI8T11A1=M0F"'" PRINCTIFTI=NG: REAR SETBACK IFT): N" 'MIN EA SIDE :ZrZgirit,%==',:,:---
iTFITTP0AgZEc:'DNT;',';',7,7,A1r."<.°N DRAWINGS NOTES: DETAIL LEGEND SEE S.DETAIL SHEET NOTE LEGEND m IN IM UM 1ST FLOOR AREA 2.6TORY(SF) 15.690 SF 1,200 SF PRINCIPAL BLDG:
OUT.BLDG: 7,1°)8A 7 25'''MIFIN IZ7er": 1:1,11'0
MAXIMUM HEIGHT(FM 35' 70'
AINSTALL"NO PARKING"SIGN.M.U.T.C.D.SIGN NO.P1.1C MINIMUM DISTAN CE TO ACCESSORY BUILDING(ED, DRAVVING NAME:
5.iZTZ.QH0SFH=TEHEZoNT=FTs To 1.ALL RADII SHALL BE 3'.0”UNLESS OTHERWISE Norm. 2 TyHApNEDEAET:EmcEuNRT.„Amp
CAR PARKING SPACES:
PRINCIPAL BLDG: N/A 10'
Iro=0EINA,W,T7EI;,,Ilo7,,,MpAoME.,TLsINETWLLED WHILE 2.ALL DISTURBED MEEAS:SHALL HAVE 4"MIN.OF ,L,RUNOUT CURB IN 2'OF2 MATCH EXISTING CURB
FRONT LOT LINE: N/A 25' 61'ZI';71=.1N1:1L'jAsj ICE)71:PCAACRVLCE7 N T) 54' 55 Site Plan
TOPSOIL AND SEED, ®CONCRETE SIDEWALK SIDE LOT UNE: N/A 5' 4
L LANDSCAPED AREA.SEE LANDSCAPE PLAN,IF NO PLANTINGS,INSTALL TOPSOIL 4 SEED
E.17AINCTERgTAII=1-111.%PS=ZEICgENDOFEOR:NAEHR 3.'i,‘,ELELAZMREEP75=7:fun'ilX7HLPIro:=Lt 5
g C'STANDARD DUTY ASPHALT ,L,SAWCUT LINE,MATCH EXISTING EDGE OF PAVEMENT REAR LOT LINE:
MINIMUM%TO REMAIN PERMEABLE DO: N/A 5'
58.2% 15% NOTE:BOUNDARY AND TOPOGRAPHIC INFORMATION
• EXTERIOR CONCRUE sLAB ON GRADE
,EATToi.I.RfT:FT,,OLRLTA0SgiHiTANJoITI,E0LN,fok-THHOAHT%is 4.CENTER ENTRANCE SIDEWALKS ON DOOR OPENINGS, ®5,pARKiNG sTALL ,L,4"WIDE YELLOW PAVEMENT STRIPES,..-,2'0.C.11.45 TO PARKING LINES
CAR PARKING SPACES:11.5 SPACE/DWELLING UNM 97 84 PZI\J=1=1=HT,I'TVOVT'SDArITI:g..P.C.
WORK WILL NOT DISTURB EXISTING LINES AND/OR 5.5,,,L.RtTirs.:kimREANL=1,7gFR,=AJTE,:zgzoNs ®RANDicAppED pAvEmENT mARKiNG5 BICYCLE PARKING:(I SPACE I 15 CAR SPACE) 6
1:111111.11-CLAABT1117111E1?IgIMPATIl'E't"RK WITH THE . ®HANDICAPPED PARKING SIGN 4o,40 0 40 80Ft. oRAvviNG No.
8.IT:irRAEOTI=LNICTEVsTR';'%'F."E;FTRAHE 6.'F'ILtIFV:::1A274PAEvDEITAPgr:ZDAENTT'AgiTLEIAT ARE ®LIGHT FaLE F.M.T..
APPROVED BY THE SARATOGA SPRINGS PLANNING BOARD UNDER A RESOLUTION ADOPTED
1,4=1,G,liT41,74,1HERE ENTERING PAFEKING ®DUMPSTER ENCLOSURE C-1 00
WORK,
CHAIRPERSON: DATE:
Project no.: 18.085
,. 1
i 1 1 g'' F FaHaTI1011-811'ER% 1,11 AUTAII EL 7,1AOR MCS 1"
,.RApius 4±/-SIDEWALK,SEE DETAIL ,.RAD,.IT/„,,,,,,L.OLOoF CURB AS SHOWN
6"CONCRETE SLAB(MIN.4000 PSII 1 RPEMIVNT
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PABLOQIMEG-FIPIBrE FIABRIC 'ffr,,A )
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DimENsi=E:RiTTE.,,,,,,,,A2T, -no 3,500 PSI CONCRETE
rtyaRITTrigglaN&DIMENSIO•fitifil S'S.S PSI CEINCPSTE Carmina
i r,,,,,,,,suEDi FT,,,,,7.!plus:
'RA/111/,,D4A1/4'D40/0'M/RA'C'T,D/RAV//,:lE BNT/SUBGRADE 1
,",,,, M 1 N 16;1S3TERNCEUV171:2 ,V;VATMEML'ErR: Wood
1 1, 1N.Y.S.O.O.T.ITEM 304.031
ABUTTING SIDEWALK ABUTTING LANDSCAPE/GRASS itERFEETEIREEESSEr Mo.rris-
1.CONTROL JOINTS TO BE 2"DEEP AT 15,0"0.C.•SEE SPECIFICATIONS FOR '4 W.V.t,Fii,..,1:',F2gr
6,42.0.3
SLAB-ON-GRADE SECTION-4B ,GRADE
f,;I: 2.W H EZ&Z,E,SCELBRTBODInIrOLTHSEHR'13'11-MHE X0F1AeDTJ'Ill:TDEErgCF6=1-'''"A D""A L L" g•1,,, TOP OF CONCRETE
TYPE..A..CONCRETE CURB-I_ ' '',.'.': -1:56rDZIcco°N7RREETTEEBAsE
1%;1 f';', -,..-:•'.',,•,:. -" •
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! 17'
I Is'1.7111EigTA;TPAETE PAIgn GC TLG'C'OM-1-NITRTG)174 g NI S.
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DATE:
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