HomeMy WebLinkAbout20230023 23 Richard Final Subdivision Erosion Plan - 11x17CONCRETE
WASHOUT AREA
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SILT FENCE
CONSTRUCTION SPECIFICATIONS
1. WFOVFEN WINE F04M TO BE FASTENED SMfIELY TO FEW-E POSTS %TM WRE 116
OR STAPLES POSTS SILL BE SM UR R r OR V TYPE OR WOW000.
2- FLIER CUM ID BE TO IE FASTENED SECU E Y M W01147N WIRE
MCC W M M SPAOM E'YM 24' AT TOP AkO 40 SEICML
FENCE VOLL K WOrfk WAF_ 12 1/2 ")W_ r W>tULM I93H OPENING.
3. WEN TWO SECrMS OF FILTER CLOTH ADATN EACH Mt" THEY SVLL TIC OKi-
LAPPED BT SIX I4LFE3 AM FOLDED. FILTER CLOTH SK4 L BE 01HER FILTER X
1WR4El T STABE7W A n OR APPROVED EDUNWMU. oaEL +art
•. P16ALVOCAIM MINKS 514ALL BE OEOFAQ EWAROFOICE. OR APPROVED EDUMCEXT.
S. LwrrENMC£ %VLL BE PU FORMED AS NEEDED AND w1TERA,L RE11101E0 W4
'RAGES' DEVELOP N THE SU FENCE.
N.T.S.
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG Nol
PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST-13
CONSTRUCTION SPECIFICATIONS
SYMBOL 1. STOLE 3aE - M 2' STORE. OR ROMNMEO OR REAMED CONOWM EQUPOLFAT.
IUTIIL PAYOdE If 2. A 30 FOOT MMN W UENCM WDLILD API'L1�. ON A WHOLE RF310E7FCE LOT NTiER£
_ 3. niCKNM - NOT LESS nANN su (a) w "m
�DarwAO -/ Fl�nN -� E>s7r3.L (O MTABL E� 4. MOTH - 7Wh7.VE (12 FCQT 4NwUM. M HOT LESS T}W THE FULL WIOTH AT
F'GH1S W4ZiE. N� OR EtRSS OCCURS 7W_% Y-faLM (24) FOOT F RHGAE
EINTRANCE TO SITE
5. FILTER DOM - VALE BE PLACID OVER RE DGWIE AREA PRIOR ID PLACING
OFSTONE
IX6TINC C4H. •. SURFACE WAM - ALL SUWACE WATER nO WIC OR D?,C1; ED TOWM CON-
GAOLIIO SrIMUCTION ENTRANCES SHALL BE PPED ACROM THE ENIRFNNCE F PERK N
MNEVCBCA- A MOUNTA KE NEW 'INN 5:1 SLOPES WILL E PER WTTED.
IN 1 E7W5TTN0
PmffJN2(T 7. IIMNLENliNCE - THE ENIIIANCE SHALL BE MAMrtMED N A C@ALTION WHICH WILL
PREVENT TIWCIONC OR FLOOM OF 5EDOAM OiTID PLE•UC PopiLS-W-MIA. ALL
PI�w VIEW SO MENT SPUED PED IW DROPM4ED OR VRJIED ONLO F`UK)C 1TS-OF-MIN
WIN. MUST K NOO(NA E A&AM ELY.
B. MEN WASHING IS RE.OLIWEED. IT SHALL BE DOPE ON A AREA SfAKQ D WITH
E 5TOE AND WF" DRNNS WM AN APPW VM SEDWLEKT TRIPPING DEVICE
B. PETYOOIC waPECTON AND NEEDED NARnFkMNCE BOLL BE WFOMDED AFTER EA41
RVN.
STABILIZED CONSTRUCTION ENTRANCE NTS
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL
APMWVRD. CITY OF SARATOGA SPRINGS, NEW YORK WG N
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Stabilized Construction Entrance ST-11
SYMBOL
2'X4' LOCO FRAME
IIII
t3' MAR STAKE
^ FAWC CONSTRUCTION SPECIFICATIONS
Z/ � '""L 1. k IAAWRF�y 1'q� Z+�i�T+s
ppF(�174p-115. WM_1P MAY
2. L T /�1E NW 1FIEY�.P��E OYERMPED` T�0'1TE _0a �SUKE
A STAKE WTEAALS WILL HE3'T,MEAM Y' r 4' WOOD OR EQUWALFNR.
METAL WMI A MwMUM LEACM OF 3 FEET_
_ 4. yAPAC�EEUySTAIffS EVENLY A�EOLE�EpIA��WLEr 3 FF7iQ7�WAPNARTFEAM yDR E�ApR���p
7PMA GANEF BUR® FABRIC w�7ARl TFF�E I&MIrU ypi@>!H i�OpMpM�J EF71H�EyUAq BD4�ipARitgiCFp►UOMR� iAiF�F'PORT.
^` FPAue 9hCp1�1�M RTkT4L�liiE EGIInY F?STD�ID TO TNC STAI(ES MID F#VJIL
f TMS. oAF of FAB'T.b�FaFt WER RDNiE COM LTID ffam THE CAM
I• MA)2" D%M AE AM I ACNE
GATHER EXCESS Iflfl` L
AT EARNERS _
FILTER FABRIC DROP INLET PROTECTION N.T.S.
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG N
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Filter Fabric Drop Inlet Protection ST-8
GENERAL EROSION & SEDA ENT CONTROL PLAN
NOTES:
1. LOCATIONS OF EROSION AND SEDIMENT CONTROL MEASURES ARE AS SHOWN ON THE EROSION CONTROL
PLAN.
2. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO BEGINNING OF CONSTRUCTION. FINAL
LOCATION do CONSTRUCTION SHALL BE REVIEWED BY THE ENGINEER.
3. STAKEOUT OF ALL PROPOSED EROSION CONTROLS SHALL BE DONE BY A NEW YORK STATE LICENSED
PROFESSIONAL SURVEYOR.
4. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF THE ENGINEER.
5. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH
APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO PLACING STRAW BALES AND SILTATION FENCING
AROUND WORK.
6. EROSION ANDSEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM IR REQU ED.
ADDITIONAL MEASURES MAY BE REQUIRED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.
7. EROSION AND SEDIMENT METHODS SHALL COMPLY WTH "THE NEW YORK STATE STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL," LATEST EDITION.
8. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH
RAINFALL EVENT. THE CONTRACTOR SHALL. REPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS
NECESSARY AND AS DIRECTED BY THE ENGINEER.
9. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE VEGETATED OR PROTECTED FROM
EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE
SUSPENDED FOR 14 DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE THE AREA TO BE
DISTURBED AND PREVENTING WATER RUNOFF TO CONCENTRATE AND ERODE THE DISTURBED EARTH SLOPE.
10. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL BE STABILIZED BY THE
FOLLOWING METHODS, DEPENDING UPON THE CLASSIFICATION OF THE AREA AS EITHER TO RECEIVE
PERMANENT OR TEMPORARY SEEDING:
SEED BED PREPARATION- IF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A
UNIFORM MINIMUM DEPTH OF FOUR(4) INCHES. TOPSOIL SHALL BE FRIABLE AND LOAMY, FREE OF DEBRIS,
OBJECTIONABLE WEEDS, AND STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED
UNNECESSARY THEN PREPARE SEED BED BY SCARIFYING COMPACTED AREAS AND REMOVING DEBRIS,
ROCKS AND STUMPS. SEEDBED SHALL RECEIVE THE FOLLOWING SOIL AMENDMENTS:
A) LIME TO A Ph OF 6.0
B) FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 LBS./1000 SQ. FT)
THE SOIL AMENDMENTS SHALL BE WORKED INTO THE SEED BED WITH A DISC, SPRING TOOTH HARROW, OR
OTHER SUITABLE EQUIPMENT.
TEMPORARY SEEDING ANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER 1000
SQUARE FEET. USE WINTER RYE IF SEEDING DURING OCTOBER/NOVEMBER.
PERMANENT SEEDING- SEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED CONTAINING
AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND 10% PINK CLOVER OR ALFALFA. THE SEED
MIX SHALL BE SPREAD BY UTILIZING A CYCLONE SEEDER, DRILL, OR CULTI-PACK SEEDER. SEED DEPTH
SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDRO -SEEDING
METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2
TON/ACRE (90 LBS PER 1000 SQUARE FEET) AND ANCHORED NTH "TERRA -TACK" OR EQUAL.
11. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL,
FILL AND EXCAVATED MATERIALS AREAS SHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH
UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR.
12. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN 25 FEET OF ANY DITCH, STREAM, OR OTHER
SURFACE WATER BODY.
13. IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL BE SEEDED AND/OR MULCHED
IMMEDIATELY.
14. GRADING DISTURBANCE IS LIMITED TO A MAXIMUM OF 5 ACRES. IF A GREATER DISTURBANCE IS REQUIRED,
THE CONTRACTOR SHALL SUBMIT A GRADING DISTURBANCE PLAN TO THE ENGINEER FOR REVIEW. AT A
MINIMUM, DAILY INSPECTIONS BY THE ENGINEER SHALL BE REQUIRED IF THE 5 ACRE MINIMUM IS
EXCEEDED.
15. SEDIMENT SHALL BE REMOVED FROM TRAPS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE
BASIN DEPTH.
SILT FENCE PAVED ROADWAY
CONCRETE WASHOUT AREA
B -a'-2' DEEPf MIN. IF
EXCAVATED, SIDE SLOPES
SHALL BE 2H TO 1V.
12" NO. 1 CRUSHED STONE FROM
PAVED ROAD TO WASHOUT AREA
PLASTIC SHEATING WITH A MIN. ANCHOR BEYOND TOP OF PIT
THICKNESS OF 10 MILS. WITH NO SECTION A -A WITH AN EARTHEN BERM, SAND
HOLES OR TEARS. BAGS, STONE, OR OTHER
SRUCTURAL APPURTANCES.
A
8 f MIN. •
I
CONCRETE WASHOUT AREA
8 "x8'x2' DEEPt MIN.
z o
• SILT FENCE
o I
•
SIGN IDENTIFYING SITE AS A L- • - o • -
CONCRETE WASHOUT AREA
TO' 1✓IDE CRUSHED STONE
PAVED ROADWAY ENTRANCE FROM PAVED
ROAD TO WASHOUT AREA
A
CONCRETE WASHOUT AREA
NO SCALE
NOTES;
1. ALL CONCRETE WASH FACIUTIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING
FACILITIES SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75Z OF THE
STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL
BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
J. DISPOSE OF HARDENED MATERIAL OFF -SITE IN A CONSTRUCRON/DEMOLIT70N
LANDFILL OR ON -SITE IF INDICATED IN THE APPROVED SWPPP.
4. THE PLAS77C LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT
FACILITY.
5. UPON COMPLET70N OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN OUT AND FILL
IN THE WASHOUT AREA TO THE ADJACENT GRADE LEVEL.
OWNER
MAXINE WASHINGTON
23 RICHARD AVENUE
SARATOGA SPRINGS, NY 12866
M&A CAPITAL LLC
99 NORTH GREENBUSH RD
TROY, NY 12180
v
PB# XX.XX
APPROVAL:
v
Approved under authority of a decision adopted on
by the Planning Board of the City of
s
Saratoga Springs.
C
J
? AN-
Chairperson
r Mlllboy"41 I
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Dated:
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