HomeMy WebLinkAbout20211156 63 Henning Rd Site Plan Review Site Details � S' MIN. CONCRETE
( WIDEN AS NEEDED TO MAINTAIN STABILIZED ACCESS WASHOUT SIGN THREADED CLEANOUT PLUG 10 LETTERING ON COVER: SAN. SEWER �
CONCRETE � FINISHED GRADE FOR PAVED AREAS WITH
-�-- 6" DEEP 50/50 MIXTURE OF NYSDOT#2 WASWOUT FINISHED GRADE FOR UNPAVED AREAS FRAME&COVER
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1. WASHOUT AREA SHALL BE SIZED BY THE � � �
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50'MINIMUM Q 0 Q � O INTO GROUND CONCRETE CLEANOUT. �,=-;,�;.,;=�p.v; �b-,;�. ";,=;;-��.w.�p.;;-�,;
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CONSTRUCTION SPECIFICATIONS ��Y� '� �
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C 0 N C R E T E WAS H 0 U T �-���:.�r:.,,, ;:,n� ,,,*.r,,,h,�r�,.,h�:,��:,:�:
1. MINIMUM STONE SIZE SHALL BE 1"�"STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 5 �, \ ' `�� ���f.� �� � � 6"BUILDING LATERAL Rood & Ri d d I e Rea I
2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC,24' FOR TWQ WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. Scale: NT,� Y��\V` ` , \ \�;"�"Y 4r�`�\;��h � ;`\ E sta te
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3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF / �-- '
IMPRACTICAL,A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. rOPsoi�,aN�TURF RESTow�rioN, FLOW ;
4. ACCESS SHALL BE MAINTAINED IN A CON T SEE PLANS ����`-�'�•�'rt=����''.-�=_=-.ti �•F"F�•�:���''1T���`==^.''�=�''��
DI ION WHICH WIIL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC '�,<>:�.�,:;,-:�,<�-:�,�,-=�„',;�;>`---�.<;>�;,�:4:�;:�:s>�;�:v-�=4;
RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE � ti��r.,����-����-���:.,�_-��:h:.%rr..,��.�-,�`�T.-.f��;-;�-: 2150 Georgetown Road,
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REMOVED IMMEDIATELY. , "` �:"f f�; .•< ' r�� ' Lexin ton, KY 40511
5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT ' '< ,. ; ,.:. , ; „ SET SN(2)Co PACTED L�IFUTS OF 6?EACH;
TRAPPING DEVICE � ; . ` � „ :' , , , ` , `, � � COMPACT TO 95%MODIFIED PROCTOR'S DENSITY SAN I TARY CL EAN 0 UT
6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN. ° ' ` � ` � , �` , `
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STABILIZED CONSTRUCTI�N ENTRANCE � , , ` , :,, �; . ,, � � ;. �; � ' COMPACTSUBGRADET095°�MODIFIED
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^ DESIGNATED REPRESENTATIVE iF UNSUITABLE
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10 MAX. E TO 4 36"MIN. FENCE POST FRAME AND GRATE FINISH CC�RADE
36" MIN., 2" HARDWOOD FENCE POSTS, GRAVEL DRIVEWAY � • '
DRIVEN MIN. 16" INTO GROUND � Scale: NT:,
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��p� F�.�� EMBED FILTER CLOTH �
COMPACTED SUBGRADE
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MIN. 6" INTO GROUND SUBBASE MAT'L.; REFER
PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY ' 1 TO NEW PVMT. DETAIL
TO FENCE POSTS W/STAPLES SECTION ` �1 W � � � YARD DRAI N
CONSTRUCTION SPECIFICATIONS:
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1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL � � c�' � WARNING TAPE
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EITHER"T"OR"U"TYPE OR HARDWOOD. � > >
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2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. � (SEE NOTEj
FENCE SHALL BE WOVEN WIRE 6'MAXIMUM MESH OPENING. � z z
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. ¢ � � PLACE 5" MIN. CUSHION MATERIAL
FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N,OR APPROVED ECIUiVALENT. "
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4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. �
5. MAINTENANCE SHALI BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. > o •• t
6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. ii, c� • PIPE ZONE BACKFILL
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SI LT FENCE � MIN. 2'-0"WIDE BY 2"THICK INSULATION
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�'''�-PIPE ZONE BEDDING MAT'L
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W W W W �`" W � ITEM DEPTH MATERIAL NYSDOT METHOD(�F Rood &. Ri d d I e
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W W W � � y y W w W � � PIPE ZONE BEDDING 6"MIN. ANGULAR 1&2 MECHANICAL
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�' ``' �' `'' `'' `�' `'' `i' y y `'' `�' �' �' `'' PIPE ZONE BACKFILL 12"MIN. ANGULAR 1&2 MECHANIGAL
COVER CRUSHED STONE COMPACTION
FINAL TRENCH BACKFILL VARIES SEE NOTE ��� N�.�� M�cH�rvicA� 63 Henning Road
COMPACTION Saratoga Springs, NY 12866
NUTES:
NOTES: 1. FINAL TRENCH BACKFILL
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY ANp STABLE. 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN
2. MAXIMUM SLOPE OF ST�CKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. DETERMINED SUITABLE BY THE ENGINEER�F RECORD;OTHERWISE IT SHALL BE -
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3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALE DIKE , SELECT GRANULAR FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. � `�
IN ACCORDANCE WITH PROJECT DETAILS. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SNALL BE NYSDOT TYPE 2(ITEM N�. 304.12). ,c�P' �. ''?.��
4. IF DEEMED NECESSARY BY THE QUAUFIED INSPECTOR,A PERIMETER DIKE/SWALE MIN.MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. � .� " �
2. ALL PIPE Z�NE BEDDING, PIPE ZONE BACKFILL,AND FINAL TRENCH BACKFILL SHALL BE * �Q � ,P ,'� �� ��,�
SHALL BE LOCATED UP-SLpPE OF THE TOPSOIL STOCKRILE. � .. "
PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL '= _ { � -"�
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BE MEGHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. m � c.;;�
TE M PORARY STQCKP I L E 3. EXCAVAT{ON SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. ���0 . � � �� a�.'�'�
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Scale: NTS PIPE TRENGH R°fi�.��e�
FASTEN FILTER
7 Scale: NTS
2"X4"WOOD FRAME FABRIC SECURELY Project No.; 2021107
TO WOOD FRAME, Design: MCB
W \\.� � ° �P Drawn: CML Ch'k'd; DBH
U, � � �: , 4"SADDLE WITH STAINLESS STEEL
� � STRAP PER MANUFACTURERS Date: 11/16/2021 Scale: NTS
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\`' ��� \ W � � z INDUSTRIES, INC. 45°OR 30° BEND
w j �\�� ' ` � ¢ � � AS REQ'D Rev: Dps�cription: Date:
1 Site Plan A roved 1/13/2022
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NOTES: � -
1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM 45°OR 30° BEND
APPLICATIONS. AS REQ'D Drawinq Title
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED
THEY SHALL BE OVERLAPPED TO THE NEXT STAKE. S I T E D ETA I LS
3. STAKE MATERIALS SHALL BE STANDARD 2"X 4"WOOD OR EQUIVALENT METAL WITH A �-PIPE BEDDING AS REQ"D
MINIMUM LENGTH OF 3 FEET.
4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES � , �� ��, � ,, �� �� �`,� � ��.��� �\.\., �. ��.�-UNDISTURBED SUB-GRADE Pla.nlling BOa.rd � ZOZ 1 l 1 S 6
DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH � ' ��, �. ,��� ��, � ; ,� � :� �� ���,�� �..' � ,
BEHIND THE FILTER FABRIC FOR SUPPORT. �� ``� ��'�� � � � ' Approval
5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT '� � �
SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. �\ �\ \� � � �\ A roved under authori of a resolution ado ted � 1
6. A 2"X4"WOOD FRAME SHALL BE COMPLETEb AROUND THE CREST OF THE FABRIC FOR � �\"-\\ \ � � pp � p
� ":�� �� ' �45° by the Planning Board of the Gity of Saratoga Spr'
OVER FLOW STABILITY. � ,\ \\� \� . Drawinq No.
3 INLET PROTECTION 8 CONNECTI�N TQ EXISTING SANITARY LINE Chairperson C-4.�
Scale: NTS Scale: NT5 l L •
Date Signed: `-j �L�