HomeMy WebLinkAbout20230378 Washington St. Land Disturbance Revised Site Plans 11 27 24 �
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INDEX OF DRAWINGS
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NUMBER REV SHEET NO. DATE DESCRIPTION
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1 0 G001 11/27/24 COVER SH EET �
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2 0 C100 11/27/24 EXISTING CONDITIONS PLAN ■ � �
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3 0 C140 11/27/24 GRADING & DRAINAGE PLAN �
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4 0 C141 11/27/24 ENLARGED GRADING & DRAINAGE PLAN � �
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5 0 C150 11/27/24 EROSION & SEDIMENT CONTROL PLAN � * � �
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6 0 C550 11/27/24 EROSION & SEDIMENT CONTROL DETAILS
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BULK TABLE: � � � �
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CITY OF SARATOGA SPRINGS ZONING DISTRICT: �
COMMERCIAL MIXED-USE DISTRICT - NC NEIGHBORHOOD CENTER DISTRICT (T-5 �
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ZONING REQUIREMENTS. �,
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SETBACKS. � � � �
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MINIMUM SETBACK FROM A RIGHT-OF-WAY 40 FT OR LESS IN WIDTH: 5 FT TO � � � � �
LOT LINE ABUTTING ANY 12 FT BUILD-TO ZONE � ITE
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PUBLIC RIGHT-OF-WAY � � �
EXCLUDING ALLEYS RIGHT-OF-WAY WIDTH GREATER THAN 40 FT: 0 FT � � �
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TO 12 FT BUILD-TO ZONE
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MINIMUM BUILD-OUT 70� (DOES NOT APPLY TO SF, SF-A, 2F, TH)
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PERCENTAGE ABUTTING ANY �- � �
PUBLIC RIGHT-OF-WAY I
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EXCLU DI N G ALLEYS � � �
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MINIMUM INTERIOR 0 FT � � � �� �
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SIDE SETBACK ��
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MINIMUM REAR SETBACK 0 FT
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L ATI N MAP
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N MAP REFERENCES:
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� PARAMETER
�
M 1. SURVEY DATA FROM MAP ENTITLED "TOPOGRAPHIC SURVEY OF A TOTAL ACREAGE OF PROPERTY 8.90 ACRES
N PORTION OF LANDS OF WILLIAM �c AGNES E. MOHR", PREPARED BY
� GILBERT VANGUILDER, LAND SURVEYOR, PLLC., DATED DECEMBER 3, JURISDICTIONAL REVIEW AREA 8.90 ACRES DRAWING NUMBER:
0 2010, REVISED JANUARY 3, 2011.
� I D OF EACH AQU ATI C RESOU RCE WETLAN D „1 „ WETLAN D ,2 „
� � 2. ADDITIONAL TOPOGRAPHIC AND UTILITY INFO SURVEYED BY LABELLA (DELINEATED WITH B FLAGS) (DELINEATED WITH A FLAGS)
� � ASSOCI ATES ON APRIL 21, 2023.
� M COVER TYPE OF EACH RESOURCE PALUSTRINE EMERGENT MARSH PALUSTRINE FORESTED WETLAND
� � EXISTING CONDITIONS PLAN
� 0 3. WETLANDS SHOWN WERE MAPPED ON A DRAWING ENTITLED "WETLAND 1 SIZE OF EACH RESOURCE 1.56 ACRES 0.45 ACRES
a � MAP - LANDS OF MOHR", PREPARED BY GILBERT VANGUILDER, LAND C100 • �� _ �
m o SURVEYOR, PLLC., DATED APRIL 21, 1997, REVISED DECEMBER 7, 2012, SCALE. 1 40
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SOIL PH SHALL BE TESTED, TEMPORARY SEED, SEE VEGETATIVE
SEE NOTE 4 LIME SHALL BE APPLIED AS COVER SPECIFICATIONS THIS SHEET
, EXISTING REQUIRED TO BRING SOIL PH TO 6.5 FERTILIZER: COMMERCIAL 5-10-5,
GEOTEXTILE 3 PAVEMENT 175 POUNDS PER ACRE
MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: TOPSOIL SPECIFICATIONS:
MULCH: LAYER OF COMMON HAY CONSTRUCTION SEQUENCING NOTES: 1. EXISTING EXCESS TOPSOIL SHALL BE REMOVED AND STORED IN TOPSOIL STOCKPILES ■
OR STRAW; 2 TONS PER ACRE TOPSOIL: A NATURAL, FERTILE, PERMANENT AND TEMPORARY VEGETATION: Povciered b artnershi .
,�_______________ _=-�= . AGRICULTURAL SOIL CAPABLE OF 1. PRIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK ACTIVITIES, ETC. INSPECT ALL AREAS THAT HAVE RECEIVED VEGETATION EVERY SEVEN DAYS Bc AFTER SUFFICIENTLY REMOVED FROM OTHER EXCAVATION OR DISTURBANCE TO AVOID MIXING. SILT y p p
SUSTAINING VIGOROUS PLANT GROWTH. AT THE SITE, THE CONTRACTOR SHALL FLAG THE WORK LIMITS AND SHALL EVERY RAIN EVENT. ALL AREAS DAMAGED BY EROSION OR WHERE SEED HAS NOT FENCE SHALL BE INSTALLED AROUND TOPSOIL STOCKPILE AREAS.
6�� EXISTING INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES I E. SILT
EXISTING PROFILE 5�� MOUNTABLE BERM GRADE � C• ESTABLISHED SHALL BE REPAIRED AND RESTABILIZED IMMEDIATELY.
GROUND OPTIONAL ���-���-��-���-��-���-��-� -���� ��-���-��-�� ��-��-��-��-��- FENCES, BARRIER FENCES, STABILIZED CONSTRUCTION ENTRANCES, ETC.) SITE PREPARATION: 4 British America n Bou leva rd
� � � INDICATED ON THE PROJECT DRAWINGS. TEMPORARY EROSION AND SEDIMENT STABILIZED CONSTRUCTION ENTRANCE: 1. COMPLETE ROUGH GRADING AND FINAL GRADE, ALLOWING FOR DEPTH OF TOPSOIL TO BE ADDED.
CONTROL MEASURES MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL INSPECT THE ENTRANCE PAD EVERY SEVEN DAYS Bc AFTER EVERY RAIN EVENT. CHECK 2. SCARIFY ALL COMPACT, SLOWLY PERMEABLE, MEDIUM AND FINE TEXTURED SUBSOIL AREAS. Latham, NY 12110
NOTES: BEFORE SITE DISTURBANCE BEGINS WITHIN THEIR TRIBUTARY AREAS. FOR MUD, SEDIMENT BUILD-UP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING SCARIFY AT APPROXIMATELY RIGHT ANGLES TO THE SLOPE DIRECTION IN SOIL AREAS THAT ARE 518-439-8235
1. TOPSOIL, SEED, MULCH, AND FERTILIZE DISTURBED SOIL AREAS Q� 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE AREA OF THE STORMWATER WET WEATHER. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. WASH STEEPER THAN 5�.
o THAT WILL BE LEFT EXPOSED FOR 14 DAYS OR MORE. _� MANAGEMENT FACILITIES. THIS AREA SHALL NOT EXCEED FIVE (5) ACRES IN AND REPLACE STONE AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED 3. REMOVE REFUSE, WOODY PLANT PARTS, STONES OVER 3 INCHES IN DIAMETER, AND OTHER
� c TEMP RARY T P IL �� EXTENT WITHOUT TEMPORARY STABILIZATION. OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED LITTER. Iabellapc.COYYI
O O O SO , �
FERTILIZER SEED & MULCH DETAIL o W 3. THE STORMWATER DETENTION BASIN SHALL BE UTILIZED AS A TEMPORARY OFF-SITE BY VEHICLES. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED
� � E X I S T I N G ' ' � S E D I M E N T T R A P D U R I N G C O N S T R U C T I O N. T H E C O N T R A C T O R S H A L L I N S T A L L T H E O N T O P U B L I C R O A D S B Y B R U S H I N G O R S W E E P I N G. R E M O V E T E M P O R A R Y C O N S T R U C T I O N T O P S O I L M A T E R I A L S:
� �� y SEE NOTE 3 � 12 MIN P A V E M E N T S C A L E: N O T T O S C A L E O U T L E T C O N T R O L S T R U C T U R E S A N D T H E E A R T H E N B E R M. E N T R A N C E A S S O O N A S T H E Y A R E N O L O N G E R N E E D E D T O P R O V I D E A C C E S S T O T H E 1. N E W T O P S O I L S H A L L B E B E T T E R T H A N O R E Q U A L T O T H E Q U A L I T Y O F T H E E X I S T I N G A D J A C E N T
EXISTING GROUND � ` � SITE.
� c � � 4. PRIOR TO COMMENCING CLEARING, GRUBBING, AND/OR EARTHWORK ACTIVITIES IN TOPSOIL. IT SHALL MEET THE FOLLOWING CRITERIA:
I
------------------------
' ANY OTHER AREA OF THE SITE THE CONTRACTOR SHALL INSTALL INLET AND A. ORIGINAL LOAM TOPSOIL WELL DRAINED HOMOGENEOUS TEXTURE AND OF UNIFORM GRADE
OUTLET PROTECTION MEASURES� (RIPRAP OVERFLOW WEIR(S), CULVERT SILT FENCE: WITHOUT THE ADMIXTURE OF SUBSOIL MATERIAL AND FREE OF DENSE MATERIAL, HARDPAN,
� FURNISH AND INSTALL ORANGE 4' HIGH ORANGE OVAL INLET OUTLET PROTECTION, ETC. AND SHALL STABILIZE THE AREAS DISTURBED INSPECT FOR DAMAGE EVERY SEVEN DAYS �c AFTER EVERY RAIN EVENT. MAKE ALL CLAY, STONES, SOD OR OTHER OBJECTIONABLE MATERIAL.
CONSTRUCTION FENCE AND SIGNS OR SQUARE MESH � � REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP-SLOPE FACE OF THE FENCE
PLAN VIEW CONSTRUCTION FENCE DURING THE CONSTRUCTION OF THE SEDIMENT BASIN. BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE FENCE. IF B• CONTAINING NOT LESS THAN 5� NOR MORE THAN 20� ORGANIC MATTER IN THAT PORTION
ALONG DISTURBANCE LIMIT THAT WIRED TO FENCE 5. THE CONTRACTOR SHALL INSTALL TEMPORARY DIVERSION MEASURES WITH FENCE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, OF A SAMPLING PASSING A 1/4" SIEVE WHEN DETERMINED BY THE WET COMBUSTION
READ "PROTECTED AREA, DO NOT ASSOCIATED STABILIZATION MEASURES (I.E., VEGETATIVE COVER, DRAINAGE REPLACE THE AFFECTED SECTION OF FENCE IMMEDIATELY. METHOD ON A SAMPLE DRIED AT 105°C.
CONSTRUCTION ENTRANCE SPECIFICATIONS: DISTURB AT 100 O.0 DITCH SEDIMENT FILTERS, STORM DRAIN SEDIMENT FILTERS, ETC. TO ASSURE C. CONTAINING A PH VALUE WITHIN THE RANGE OF 6.5 TO 7.5 ON THAT PORTION OF THE
1. STON E SI ZE - U SE 2" STON E, OR RECLAI M ED OR RECYCLED � . ��
CONCRETE E UIVALENT. ��� MAX CENTER 5' LIGHT DUTY THAT STORMWATER RUNOFF IS CONVEYED TO THE TEMPORARY SEDIMENT BASIN. SOIL STOCKPILE. SAMPLE WHICH PASSES A 1/4 SIEVE.
Q TO CENTER FENCE POSTS 6. THE CONTRACTOR SHALL COMMENCE SITE CONSTRUCTION ACTIVITIES INCLUDING INSPECT SEDIMENT CONTROL BARRIERS (SILT FENCE OR HAY BALE) AND VEGETATION D. CONTAINING THE FOLLOWING WASHED GRADATIONS:
2. THICKNESS - NOT LESS THAN SIX (6) INCHES. io �, CLEARING & GRADING OF THE PROPOSED AREA OF DISTURBANCE AS REQUIRED. FOR DAMAGE EVERY SEVEN DAYS 8c AFTER EVERY RAIN EVENT. MAKE ALL REPAIRS SIEVE DESIGNATION � PASSING
3. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE DRIVEN 6-12 �. PRIOR TO FINALIZING CONSTRUCTION OF THE STORMWATER MANAGEMENT IMMEDIATELY. REMOVE SEDIMENT FROM THE UP-SLOPE FACE OF THE SEDIMENT CONTROL 1" 100
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. PRO TED INTO GROUND FACILITY, ALL DRAINAGE LINES SHALL BE CLEANED OF ALL SILT AND SEDIMENT. BARRIER BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE 1/4" 97-100
TWENTY FOUR (24) FEET IF SINGLE ENTRANCE TO SITE. AREA � 8. UPON COMPLETION OF SITE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SEDIMENT CONTROL BARRIER. IF SEDIMENT CONTROL BARRIER TEARS, BEGINS TO NO 200 20-60
4. LEN GTH - N OT LESS TH AN 50' (EXCEP T ON A SI N GLE RESI DEN CE DO NOT DISTURB o FI N ALI ZE CON STRU CTI ON OF TH E STORM WATER M AN AGEM EN T FACI LI TY. DECOM POSE, OR I N AN YWAY BECOM ES I N EFFECTI VE, REPLACE TH E AFFECTED SECTI ON EXP: ##/##/20## EXP: ##/##/20##
LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). o 0 9. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT OF SEDIMENT CONTROL BARRIER IMMEDIATELY. REVEGETATE DISTURBED AREA TO APPLICATION AND GRADING:
5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO � CONTROL MEASURES AND IMMEDIATELY ESTABLISH PERMANENT VEGETATION ON STABILIZE SOIL STOCK PILE. REMOVE THE SEDIMENT CONTROL BARRIER WHEN THE SOIL 1. TOPSOIL SHALL BE DISTRIBUTED TO A UNIFORM DEPTH OF 4" OVER THE AREA. IT SHALL NOT
PLACING OF STONE. �° ° THE AREAS DISTURBED DURING THEIR REMOVAL. STOCKPILE HAS BEEN REMOVED. BE PLACED WHEN IT IS PARTLY FROZEN, MUDDY, OR ON FROZEN SLOPES OR OVER ICE, SNOW,
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED jo � . . OR STANDING WATER. CERTIFICATE OF AUTHORIZATION NUMBER:
TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE � EROSION AND SEDIMENT CONTROL MEASURES. DUST CONTROL.
° SCHEDULE CONSTRUCTION OPERATIONS TO MINIMIZE THE AMOUNT OF DISTURBED AREAS 2• TOPSOIL PLACED AND GRADED ON SLOPES STEEPER THAN 5� SHALL BE PROMPTLY FERTILIZED, PROFESSIONAL ENGINEERING: 018281
ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH ° ° 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION
5:1 SLOPES WILL BE PERMITTED. - ° - ° SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING AT ANY ONE TIME DURING THE COURSE OF WORK. APPLY TEMPORARY SOIL SEEDED, MULCHED AND STABILIZED BY "TRACKING" WITH SUITABLE EQUIPMENT. LAND SURVEYING: 017976
--- ° STABILIZATION PRACTICES SUCH AS MULCHING SEEDING AND SPRAYING (WATER). GEOLOGICAL:018750
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A o -------_______ o SEDIMENT FROM CONSTRUCTION SITE DISCHARGES. STRUCTURAL MEASURES MULCH, SEEDING SH�ALL BE INSTALLED IN DISTURBED AREAS •
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF ° 2. AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. � � �/EGETATI�/E CO�/ER SPECIFICATIONS.
FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF BEFORE SIGNIFICANT BLOWING PROBLEMS DEVELOP. WATER SHALL BE SPRAYED AS TEMPORARY VEGETATIVE COVER DURING CONSTRUCTION
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE ' � 6_�2» NEEDED. REPEAT AS NEEDED, BUT AVOID EXCESSIVE SPRAYING, WHICH COULD CREATE � �'
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS � THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL RUNOFF AND EROSION PROBLEMS. 1. SITE PREPARATION
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES PERSPECTIVE VIEW ° MIN EXPOSED SOILS. (SAME AS PERMANENT VEGETATIVE COVER) It is a violation of New York Education Law Art. 145 Sec.7209&Art. 147
USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, BURY 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE AND DEWATERING PITS: 2. SEED MIX: (APPLY AT RATE OF 3 TO 4 LBS PER 1000 SF) Sec.7307,for any person,unless acting under the direction of a licensed
WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE � DURATION OF SOIL DISRUPTION. „ (IF REQUIRED) - INSPECT DAILY DURING OPERATION FOR CLOGGING OR OVERFLOW. AMOUNT BY: MINIMUM � architect, professional engineer,or land surveyor,to alter an item in any
REMOVED IMMEDIATELY. ; N w 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND ROUTES OF CLEAR INLET AND DISCHARGE PIPES OF OBSTRUCTIONS. IF A FILTER MATERIAL BECOMES WEIGHT SPECIES OR VARIETY PURITY GERMINATION way. If an item bearing the seal of an architect,engineer,or land surveyor
8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT I � CONVENIENCE SHALL BE AVOIDED. STABILIZED CONSTRUCTION ENTRANCES SHALL CLOGGED WITH SEDIMENT, PIT SHALL BE DISMANTLED AND CONSTRUCT NEW PITS AS 100� ANNUAL RYEGRASS 98� 90� is altered;the altering architect, engineer,or land surveyor shall affix to
PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN ' M i UNDISTURBED BE INSTALLED AT ALL POINTS OF ENTRY ONTO THE PROJECT SITE. NEEDED. 3. SEEDING the item their seal and notation"altered by"followed by their signature and
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA � � GROUND (SAME AS PERMANENT VEGETATIVE COVER) date of such alteration,and a s ecific descri tion of the alteration.
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED ' M GENERAL EROSION AND SEDIMENT CONTROL NOTES: p p
SEDIMENT TRAPPING DEVICE. � PERMANENT VEGETATIVE COVER AFTER CONSTRUCTION :
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN STRICT COMPLIANCE
I w WITH "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND 1. SITE PREPARATION „ O 2023 LaBella Associates
PROVIDED AFTER EACH RAIN. , � N » A. BRING AREA TO BE SEEDED TO REQUIRED GRADE. A MINIMUM OF 4 OF TOPSOIL IS
o STABILIZED � � SEDIMENT CONTROL , NOVEMBER 2016. REQUIRED.
, � � 2. EXCESS SOIL TO BE STOCKPILED WITHIN THE LIMITS OF SITE DISTURBANCE IF NOT g, PREPARE SEEDBED BY LOOSENING SOIL TO A DEPTH OF 4 INCHES.
CONSTRUCTION ACCESS DETAIL USED IMMEDIATELY FOR GRADING PURPOSES. INSTALL SILT FENCE AROUND SOIL
. ��� STOCKPILES. C. REMOVE ALL STONES OVER 1 INCH IN DIAMETER, STICKS AND FOREIGN MATTER FROM THE
SCALE. NOT TO SCALE 3. APPLY SURFACE STABILIZATION AND RESTORATION MEASURES. AREAS UNDERGOING SURFACE.
SECTION CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES D. LIME TO PH OF 6.5.
WOVEN WIRE FENCE MIN. 14 WHERE WORK IS DELAYED, SUSPENDED, OR INCOMPLETE AND WILL NOT BE E. FERTILIZER: USE 5-10-5 (NPK) OR EQUIVALENT. APPLY AT RATE OF 4 LBS/1000 SF.
„ � REDISTURBED FOR 21 DAYS OR MORE SHALL BE STABILIZED WITH TEMPORARY F. INCORPORATE LIME AND FERTILIZER IN THE TOP 4 INCHES OF TOPSOIL.
10'MqX C GAUGE W/ MAX. 6 MESH SPACIN� TEMPORARY ORANGE VEGETATIVE COVER WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT G. SMOOTH AND FIRM THE SEEDBED. �
ENTER TO CENTER » PORTION OF THE SITE HAS CEASED. SEE SPECIFICATIONS FOR TEMPORARY
36 MIN FENCE CONSTRUCTION FENCE DETAIL ( 239 WASHINGTON STREET
i POSTS, DRIVEN VEGETATIVE COVER). AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS 2• SEED MIXTURE FOR USE ON LAWN AREAS:
„ SCALE: NOT TO SCALE DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS COMPLETE AND WILL NOT PROVIDE FRESH, CLEAN, NEW-CROP SEED MIXED IN THE PROPORTIONS SPECIFIED FOR SPECIES SARATOGA SPRINGS, NY 12866
I MIN 16 INTO AND VARIETY, AND CONFORMING TO FEDERAL AND STATE STANDARDS.
GROUND BE REDISTURBED SHALL BE STABILIZED AND RESTORED WITH PERMANENT
. I VEGETATIVE COVER AS SOON AS SITE AREAS ARE AVAILABLE AND WITHIN 14 DAYS
I
�- _ AFTER WORK IS COMPLETE. (SEE SPECIFICATIONS FOR PERMANENT VEGETATIVE LAWN SEED MIX. (APPLY AT RATE OF 5 TO 6 LBS PER 1000 SF)
(4) 2"x4"x8' LONG STAKES (TYP.) COVER). SEEDING FOR PERMANENT VEGETATIVE COVER SHALL BE WITHIN THE SUN AND PARTIAL SHADE:
I � '� SEASONAL LIMITATIONS. PROVIDE STABILIZATION WITH TEMPORARY VEGETATIVE .
� ��� COVER WITHIN 14 DAYS AFTER WORK IS COMPLETE, FOR SEEDING OUTSIDE AMOUNT BY. MINIMUM �
I �,_,_, z z WEIGHT SPECIES OR VARIETY PURITY GERMINATION
I PERMITTED SEEDING PERIODS.
- �J � � 50� KENTUCKY BLUE GRASS* 95� 80�
.� _� �
-- -I - � -- 4. SEEDED AREAS TO BE MULCHED WITH STRAW OR HAY MULCH IN ACCORDANCE WITH
- ?� - - _�` � VEGETATIVE COVER SPECIFICATIONS. 20� PERENNIAL RYE 98� 90�
� - - - - _ � 30� CREEPING RED FESCUE 97� 85�
\i - � 5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF 100�
� -- „ S ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE COURSE OF °
� _ 6 MIN v PR�� CONSTRUCTION. *MINIMUM 2 (EQUAL PROPORTIONS) VARIETIES AS LISTED IN CORNELL RECOMMENDATIONS FOR
F�'� �� 6. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED TURFGRASS.
F�
5'-0"MIN 5'-0"MIN SOIL AREAS PERIODICALLY WITH WATER AS REQUIRED. THE CONTRACTOR IS TO 3. SEEDING
PERSPECTIVE VIEW UNK SUPPLY ALL EQUIPMENT AND WATER. A. APPLY SEED UNIFORMLY BY CYCLONE SEEDER CULTI-PACKER OR HYDRO-SEEDER AT RATE
MIRAFI 100X PREFABRICATED � 7. WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT INDICATED.
SILT FENCE WITH POSTS OR 36" MIN FENCE POST �j CONTROL MEASURES SHALL BE REMOVED. B. ALL SEEDED AREAS SHALL BE PROTECTED FROM EROSION BY ONE OF THE FOLLOWING
APPROVED EQUIVALENT �
METHODS:
� � PLAN VIEW i. A UNIFORM BLANKET OF STRAW APPLIED AT A RATE OF 2 TONS /ACRE MIN., TO BE
� . UNDISTURBED 2"x4"xVARIABLE z APPLIED ONCE SEEDING IS COMPLETE.
� � o z o �� � ''----' LENGTH (TYP.) � ii. WOOD FIBER CELLULOSE APPLIED WITH SEED MIX BY HYDROSEEDER AT RATE OF 2,000
I N � GROUND w� � � � o LBS/ACRE.
���� USE 8 PENNY �
i I `V ; FINISH GRADE COMMON NAILS � C. ALL SEEDED SLOPES 3:1 OR GREATER SHALL BE PROTECTED FROM EROSION WITH JUTE
� ------- MESH OR APPROVED EQUAL.
' D. IRRIGATE TO FULLY SATURATE SOIL LAYER, BUT NOT TO DISLODGE PLANTING SOIL.
EMBED FILTER FABRIC ;������������� PROVIDE SLEEPERS SECURED TO
» � �i��/��//��i� GROUND IF BEDROCK IS ENCOUNTERED E. UNLESS OTHERWISE DIRECTED IN WRITING, SEED FROM MARCH 15TH TO JUNE 15TH, AND
MIN 6 INTO GROUND ' I � z \��j� AND DEPTH IS NOT ACHIEVABLE FROM AUGUST 15TH TO OCTOBER 15TH.
4" I TAMPED � �
EXCAVATED � � BACKFILL NOTE: WAS H I N GTO N STRE ET
TRENCH `�� SEE LANDSCAPING PLAN FOR ADDITIONAL TREE PROTECTION NOTES. COMPACTION REQUIREMENTS
NOTES.
SECTION 0 LOCATION COMPACTION TESTING FREQUENCY 239 WASHINGTON STREET
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES TEMPORARY TREE PROTECTION DETAIL SARATOGA SPRINGS, NY 12866
PIPE TRENCH BACKFILL 95� ASTM 1 SERIES OF TESTS FOR EACH
OR STAPLES. POSTS SHALL BE STEEL "T" OR "U" TYPE OR HARDWOOD. SCALE: NOT TO SCALE (IN PAVED AREAS) D1557 150 FT OR LESS OF TRENCH
2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES LENGTH. SERIES INCLUDE 3
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" COMPACTION TESTS SPREAD
MAX MESH OPENING. EVENLY ALONG TRENCH PROFILE.
3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY 6" AND FOLDED. PIPE TRENCH BACKFILL 90� ASTM 1 SERIES OF TESTS FOR EACH
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN (IN UNPAVED AREAS) D1557 150 LF OR LESS OF TRENCH
"BULGES" DEVELOP IN THE SILT FENCE. LENGTH. SERIES INCLUDE 3
5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT COMPACTION TESTS SPREAD
EXCEED 1/4 ACRE PER 100 FEET OF FENCE. EVENLY ALONG TRENCH PROFILE.
6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF PIPE BEDDING AND PIPE 95� ASTM 1 TEST FOR EACH 150 FT OR
SHEET EROSION. ZONE BACKFILL D1557 LESS OF TRENCH LENGTH.
7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING PAVEMENT SUBBASE AND 95� ASTM 1 TEST FOR EVERY 2,000 SQ FT,
TO THE BARRIER. LAST LIFT OF SELECT D1557 OF LIFT AREA BUT NO FEWER N0: DATE: DESCRIPTION:
8. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUN-OFF TO A SILT FENCE GRANULAR FILL (FILL THAN TWO TESTS PER LIFT
ARE: SLOPE STEEPNESS MAXIMUM SLOPE LENGTH(FT) BETWEEN SHEET PILES) Revisions
2:1 25
3:1 50
4:1 75
PROJECT NUMBER:
Oc 5:1 OR FLATTER 100
SILT FENCE INSTALLATION DETAIL
2230803
� SCALE: N OT TO SCALE
� DRAWN BY:
�
�
0 2 �� 2 REVIEWED BY:
v� SILT �1 SLOPE OR LESS
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o� DATE:
�`� 11/27/2024
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� SLOPE SLOPE
DRAWING NAME:
'- NOTES:
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� 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY
�
� AND STABLE.
� 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1 V:2H.
� 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL
i
o BE SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH
� VEGETATION OR COVERED.
¢ 4. SEE SPECI FI CATI ON S FOR I N STALLATI ON OF SI LT FEN CE.
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