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24 inch Main Relocation_Page_08 rn XREFS: NONE PROJECT NUMBER: 04.9368 _0 N U In W 0 I Ln GENEML TOP TO BE ANCHORED UI 5 MAX. CENTER TO CENTER WITH STAPLES IN EXTEND MAT 5' OUT o 1. BEFORE UNDERTAKING ANY CONSTRUCTION ACTIVITY, ALL CONTRACTORS AND SUBCONTRACTORS 36" MIN. FENCE POSTS, DRIVEN TRENCH. SEE FROM TOP OF SLOPE INVOLVED WITH SITE WORK THAT INVOLVES PHYSICAL GROUND DISTURBANCE ON THE PROJECT MIN. 16" INTO GROUND 50' MIN. S75 SINGLE ANCHORING DETAIL. SITE SHALL SIGN AND DATE A COPY OF THE CERTIFICATION STATEMENT, WHICH IS LOCATED IN NET STRAW BLANKETz THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ATTACHMENT PREPARED FOR THIS MOUNTABLE BERM PAVEMENT n n PROJECT. = z (OPTIONAL)OPTIONAL BY NORTH AMERICAN i ; ,�, , , i ko 3, GREEN OR EQUAL /i / ,i / / / 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE U_ 3:�! s' KEEP MATERIAL IN // / // / STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (AUGUST 2005 ISSUE) GRAD = w - - SOLID CONTACT / �� / L a AND ANY ADDENDA THERETO. _ WITH GROUND - - - - 7 / - - - - U NYSDOT NO. 2 CRUSHED STONE 3. THE SEDIMENT CONTROL MEASURES DETAILED IN THESE PLANS SHALL BE IN PLACE PRIOR TO THE \v = U_ SEE STAPLING DETAIL THIS L WOVEN GEOTEXTILE „GEOTEX 350ST OR APPROVED EQU9hEET FOR ADDITIONAL START OF EACH CONSTRUCTION PHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY 6 MIN. MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, AND THEN REMOVED FROM THE SITE PROFILE STAPLING INFORMATION - - - - ONCE THE SITE IS STABILIZED. O� 10" MIN. EXISTING _ ti 4. AFTER THE START OF CONSTRUCTION SITE SWPPP INSPECTIONS SHALL BE CONDUCTED AT LEAST GROUND EXISTING- MEN- OVERLAPS TO BE ONCE EVERY (7) CALENDAR DAYS. 50' MIN. PAVSTAPLED EVERY 12 ; OVERLAP PERSPECTIVE VIEW INCHES (TYP. ALL 5. BASED ON THE WEEKLY SITE SWPPP INSPECTIONS, THE EROSION AND SEDIMENT CONTROL OVERLAPPED AREAS) !' MEASURES IDENTIFIED IN THE SWPPP MAY BE REVISED AS SITE CONDITIONS WARRANT. THE 36" MIN. FENCE POST 11, IF CONTRACTOR SHALL IMPLEMENT THESE CHANGES AS SOON AS PRACTICABLE. FILTER CLOTH, "MIRAFI 500X'1 12' 6. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY OR APPROVED EQUIVALENT, N MIN. THE CONTRACTOR UNTIL THE FINAL SURFACE TREATMENT HAS BEEN INSTALLED AND VEGETATED REFER TO NOTE 4 (BELOW) - z AREAS HAVE ESTABLISHED 80% COVERAGE. AFTER THE VEGETATED AREAS HAVE BEEN STABILIZED N UNDISTURBED 14% r, M00STAPLES 12" APART WITH AT LEAST 80% VEGETATIVE COVER, AS DETERMINED BY THE ENGINEER, THE OWNER SHALL GROUND EXTEND MAT 10' OUT ALONG TOP EDGE OF NOTES: ASSUME RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S). FROM TOE OF SLOPE BLANKET 1) APPLY APPLICATION OF ANY LIME, 7. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE CONTRACT DOCUMENTS WILL EMBED FILTER CLOTH _ PLAN VIEW EXISTING GROUND FERTILIZER, AND SEED BEFORE z NEED TO BE SUPPLEMENTED WITH INTERIM MEASURES PRIOR TO ACHIEVING FINAL GRADES. THE MIN. 6" INTO GROUND %D (TOP OF SLOPE) INSTALLING TURF REINFORCEMENT MAT. CONTRACTOR SHALL PROVIDE AND MAINTAIN INTERIM EROSION AND SEDIMENT CONTROL NOTES: MEASURES AS NEEDED TO CONTROL EROSION AND SEDIMENTATION THROUGHOUT THE DURATION 2) INSTALL USING ALL MANUFACTURERS OF CONSTRUCTION. THE DETAILS AND EXTENT OF THESE MEASURES ARE HIGHLY DEPENDENT ON SECTION 1. USE 1"-4" STONE, NYSDOT NO. 2 CRUSHED STONE, OR RECLAIMED OR RECYCLED S150 DOUBLE �� • INSTALLATION RECOMMENDATIONS AND THE CONTRACTORS MEANS AND METHODS AND THEREFORE NOT DETAILED ON THESE PLANS. THE NOTES: GUIDELINES. COSTS ASSOCIATED WITH INSTALLING AND MAINTAINING THESE INTERIM MEASURES SHALL BE CONCRETE, OR APPROVED EQUIVALENT. NET STRAW BLANKET INCLUDED IN THE CONTRACTORS BID. 1. FILTER CLOTH TO BE FASTENED SECURELY TO WOODEN STAKES. BY NORTH AMERICAN 2. THE LENGTH SHALL NOT BE LESS THAN 50 FEET. GREEN OR EQUAL TOP OF SLOPE 8. CONSTRUCTION ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE CONSTRUCTION 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY ANCHORING SECTION SEQUENCING NOTES. 6" AND FOLDED. 3. NYSDOT NO. 2 CRUSHED STONE SHALL BE MAINTAINED AT A MINIMUM OF 6" IN DEPTH. 4. ENTRANCE SHALL HAVE A 12 FOOT MINIMUM WIDTH, BUT NOT LESS THAN THE FULL EROSION CONTROL BLANKET DETAIL - SLOPE 9. OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN BULGES WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ENTRANCE SHALL BE AT LEAST 5 SCALE: NONE JUTE MESH AND EXCELSIOR MATTING) SHALL BE USED UNTIL SUCH TIME AS VEGETATIVE COVER DEVELOP IN THE SILT FENCE. 24 FEET WIDE IF SINGLE ENTRANCE TO SITE. CAN BE ESTABLISHED. 12"(30cm) NOTES: 4. SILT FENCE FABRIC SPECIFIED IN THE DETAIL MAY BE SUBSTITUTED WITH PREFABRICATED *Horizontal staple spacing should be 10. EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. SITE WORK SILT FENCE PRODUCT IVI 3611MW, AS MANUFACTURED BY INDIAN VALLEY INDUSTRIES. 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES altered if necessary to allow staples SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS NOT PRACTICAL, A MOUNTABLE 4„(10cm) to secure the critical points along the ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. SILT FENCE DETAIL BERM WITH 1V:5H SLOPES WILL BE PERMITTED. 6�� �� REMOVAL OF WOODY VEGETATION SHALL BE KEPT TO THE MINIMUM EXTENT PRACTICABLE. 611 channel surface. 1 (15cm) (15cm) 4"(10cm) 11. INLET PROTECTION MEASURES SHALL BE INSTALLED AROUND STORM DRAIN INLETS OR WITHIN CB SCALE: NONE 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING **In loose soil conditions, the use of OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF-WAY. ALL SEDIMENT SPILLED, 0 0 1 staple or stake lengths greater than FRAMES TO PREVENT SEDIMENT LADEN WATER FROM ENTERING STORM SEWER SYSTEMS. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED LIFT HANDLES IMMEDIATELY. 6�� 6"(15cm) may be necessary to STABILIZED CONSTRUCTION ENTRANCE NOTES: INSTALLATION: ® ,�. (15cm) 2��-5�� properly secure the RECP's. 1. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE NECESSARY TO PREVENT 7. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ', `- (5-12.5cm) SEDIMENT FROM BEING TRACKED ONTO ROADWAYS. 1. REMOVE GRATE. e m °m m m m ONTO PUBLIC RIGHT-OF-WAY. I`•.```.�•, �'� > > >>•-. !- -! 411-6 „ 2. DROP FLEXSTORM OR 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE (10-15cm) •-•,���� 0 ,>> �'�``•. - 2. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND ROUTES OF CONVENIENCE SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT EQUIVALENT INLET FILTER AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. II `••.-`. �' ^�' ONTO LOAD BEARING LIP SUITABLE CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY WITHIN WATERWAYS I ^' OF CASTING OR CONCRETE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH ` '• � CRITICAL POINTS OR DRAINAGE DITCHES. STRUCTURE. RAIN. ® I I II• A. Overlaps and Seams 3. IF INTERNAL CONSTRUCTION ROADS ARE DETERMINED TO BE A SOURCE OF SEDIMENT-LADEN STAINLESS STEEL I B. Projected Water Line RUNOFF TO SENSITIVE AREAS THEY SHALL BE STABILIZED AS SOON AS PRACTICABLE. 3. REPLACE GRATE. CLAMPING BAND STABILIZED CONSTRUCTION ILII.•;-.`.•, C. Channel Bottom/Side Slope Vertices NOTES: ENTRANCE DETAILII _ `I-til AA SILT FENCE NOTES: 2 I I I=1 I I I I-I I BC B C SCALE: NONE 611 1. SILT FENCE SHALL BE PLACED ON THE DOWNSLOPE SIDE OF DISTURBED AREAS AND AROUND THE 1. UPON ORDERING CONFIRMATION OF CASTING (15cm) PERIMETER OF SOIL STOCKPILES. MAKE AND MODEL, OR ® - 2. SILT FENCE SHALL BE PLACED AROUND THE BOUNDARY OF WETLANDS ADJACENT TO THE WORK DETAILED DIMENSIONAL AREA, AND AT THE EDGE OF WETLANDS AFTER CONSTRUCTION IS COMPLETED. FORMS MUST BE PROVIDED TYPICAL RECTANGULAR TO CONFIGURE AND INLET FILTER , 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY 3. SILT FENCE SHALL BE REPAIRED OR REPLACED WHEN THE ENDS ARE FRAYED OR WORN, AND WHEN ASSEMBLE YOUR INLET NECESSARY APPLICATION OF LIME, FERTILIZER,AND SEED. THE FENCE IS NOT ANCHORED 6" INTO THE GROUND. WHEN THE ACCUMULATED SEDIMENT FILTER. "A" "C" REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF SOIL STOCKPILE 2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS INA 6"(15CM) DEEP X 6"(15CM) WIDE IN AN APPROPRIATE UPLAND AREA. TRENCH WITH APPROXIMATELY 12"(30CM) OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE CHANNEL/CULVERT OUTLET AS SUPPLEMENTAL SCOUR PROTECTION SEEDING & MULCHING NOTES: Ell AS NEEDED. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO 1. TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OFTHE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT „B„ D" COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION TYPICAL INSTALLATION APPROXIMATELY 12"APART ACROSS THE WIDTH OF THE RECPS. MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING MULCH, STRAW, EROSION CONTROL BLANKETS, SOIL STABILIZING EMULSION PRODUCTS, OR SOME FUNCTIONALLY EQUIVALENT SILT 3.ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH MEASURE. TEMPORARY SEEDING SHALL BE ANNUAL RYE GRASS, APPLIED AT A RATE OF 30 INSTALLATION INSTRUCTIONS: FENCE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL LBS./ACRE. 1. REMOVE THE GRATE FROM THE CASTING OR CONCRETE DRAINAGE STRUCTURE. SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN 2. CLEAN THE LEDGE (LIP) OF THE CASTING FRAME OR DRAINAGE STRUCTURE TO ENSURE IT IS FREE OF STONE GUIDE. 2. TEMPORARY EROSION CONTROL PROTECTION BY MULCHING SHALL BE CARRIED OUT WITHIN (7) AND DIRT. 1. TOPSOIL AND FILL THAT IS ANTICIPATED TO REMAIN STOCKPILED ON-SITE FOR PERIODS DAYS OF THE FILL GRADE BEING FINALIZED TO AVOID POSSIBLE CONTAMINATION OF PONDS, 3. DROP IN INLET FILTER THROUGH THE CLEAR OPENING AND BE SURE THE SUSPENSION HANGERS REST FIRMLY GREATER THAN 30 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO THE SEEDING 4.PLACE CONSECUTIVE RECPS END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW STREAMS, OR OTHER WATERCOURSES. PLACEMENT OF JUTE MESH OR EROSION CONTROL ON THE INSIDE LEDGE (LIP) OF THE CASTING. OPERATION, THE STOCKPILED MATERIAL SHALL BE GRADED TO PERMIT THE USE OF OF STAPLES STAGGERED 4"APART AND 4"ON CENTER TO SECURE RECPS. BLANKETS OVER THE MULCH IS RECOMMENDED TO PROVIDE POSITIVE "TACKING" OF THE MULCH 4. REPLACE THE GRATE AND CONFIRM IT IS ELEVATED NO MORE THAN 1/8", WHICH IS THE THICKNESS OF THE CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH AND INCREASED PROTECTION AGAINST EROSION. STEEL HANGERS. APPLICATION, AND MULCH ANCHORING. IN NO CASE SHALL ERODIBLE MATERIALS BE 5.FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STOCKPILED WITHIN 25 FT OF ANY DITCH, STREAM, OR OTHER SURFACE WATERBODY. STAPLES/STAKES APPROXIMATELY 12"(30CM)APART IN A 6"(15CM) DEEP X 6"(15CM)WIDE TRENCH. BACKFILL 3. PERMANENT SEEDING AND MULCH SHALL BE APPLIED AS SOON AS THE DISTURBED AREAS HAVE MAINTENANCE GUIDELINES: AND COMPACT THE TRENCH AFTER STAPLING. ACHIEVED FINAL GRADE. IF THE SPECIFIED SEEDING DATES ARE MISSED, MULCH SHALL BE 1. EMPTY THE SEDIMENT BAG IF MORE THAN HALF FILLED WITH SEDIMENT AND DEBRIS, OR AS DIRECTED BY THE 2. SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES OF FILL, TOPSOIL AND 6.ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON RECPS TYPE) 3 APPLIED TO THE SLOPE AND SEED SHALL BE APPLIED TO THE TOP OF THE MULCH IN THE NEXT DIRECTORS REPRESENTATIVE. EXCAVATED OVERBURDEN THAT ARE TO REMAIN EXPOSED FOR PERIODS LESS THAN 30 AND STAPLED. ° SEEDING SEASON AFTER RECONDITIONING THE TOPSOIL. WHEN THE FINAL GRADE CANNOT BE 2. REMOVE THE GRATE, ENGAGE THE LIFTING BARS OR HANDLES WITH REMOVAL TOOL, AND LIFT FROM THE DAYS. SILT FENCE SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL IN OBTAINED IN (7) DAYS, MULCH SHALL BE APPLIED FOR PURPOSES OF TEMPORARY EROSION DRAINAGE STRUCTURE. SUCH TIME AS SAID STOCKPILES ARE REMOVED AND STOCKPILING AREAS ARE BROUGHT 7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT(9-12M) WI CONTROL. 3. DISPOSE OF THE SEDIMENT OR DEBRIS. TO FINAL GRADE AND PERMANENTLY STABILIZED. INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4"(10CM)APART AND 4"(10CM) ON CENTER OVER � 4. AS AN ALTERNATIVE, AN INDUSTRIAL VACUUM MAY BE USED TO COLLECT THE ACCUMULATED SEDIMENT. ENTIRE WIDTH OF THE CHANNEL. U 4. EROSION CONTROL BLANKETS OR SOIL STABILIZING EMULSION PRODUCTS SERVE AS A 5. REMOVE ANY CAKED ON SILT FROM THE SEDIMENT BAG AND REVERSE FLUSH THE BAG WITH MEDIUM SPRAY 3. TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON of TEMPORARY EROSION CONTROL MEASURE ON ALL SLOPES STEEPER THAN OR EQUAL 1V:3H AND AS FOR OPTIMAL FILTRATION. PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR 8.THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES INDICATED ON THE PLANS. 6. REPLACE THE BAG IF TORN OR PUNCTURED TO 1/2" DIAMETER OR GREATER ON THE LOWER HALF OF THE BAG. PERMANENTLY CEASED, BUT NOT MORE THAN 7 DAYS AFTER WORK HAS CEASED. APPROXIMATELY 12" (30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT U 7. DISPOSE OF ALL OIL CONTAMINATED PRODUCTS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES. THE TRENCH AFTER STAPLING. a� 5. THE UNDERLYING SOIL IN AREAS THAT WILL BE PERMANENTLY PERVIOUS (LAWN, GRASS AND ULANDSCAPED AREAS) SHALL BE RESTORED IN ACCORDANCE WITH THE MEASURES IDENTIFIED IN SEDIMENT BAG REPLACEMENT: o THE JANUARY 2015, NYSDEC STORM WATER MANAGEMENT DESIGN MANUAL, SECTION 5.1.6 "SOIL 1. REMOVE THE BAG BY LOOSENING OR CUTTING OFF THE CLAMPING BAND. SOIL STOCKPILE STABILIZATION EROSION CONTROL BLANKET DETAIL - SWALE Ce RESTORATION". 2. TAKE THE NEW SEDIMENT BAG, EQUIPPED WITH A STAINLESS STEEL WORM DRIVE CLAMPING BAND, AND USE 4 6 A SCREW DRIVER TO TIGHTEN THE BAG AROUND THE FRAME CHANNEL. SCALE: NONE SCALE: NONE 0 6. THE GRASS SEED BLEND SHALL BE AS SPECIFIED PROJECT MANUAL 3. ENSURE THE BAG IS SECURE AND THAT THERE IS NO SLACK AROUND THE PERIMETER OF THE BAND. J M7. SEEDING RATE SHALL BE 8 LBS. PER 1000 SQ.FT. INLET PROTECTION FOR EDWIN L. VOPELAK JR UNAUTHORIZED ALTERATION OR ' DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. DUST CONTROL NOTES: CATCH BASIN STRUCTURES P.E. 59238 ADDITION TO THIS DOCUMENT ISA p VIOLATION OF THE NEW YORK STATE 1. DUST SHALL BE CONTROLLED ON THIS PROJECT BY USE OF A WATER TRUCK. FLEXSTORM CATCH-IT FILTERS 9/27/17 Q PER TOWN COMMENTS DATED 7/13/17 MAC TJH ELV EDUCATION LAW. EROSION EDI MENT NTR L DETAILS In 2. THE QUALIFIED INSPECTOR WILL DETERMINE THE FREQUENCY OF WATER APPLICATION IN ORDER 3 SCALE: NONE F N$ p 2017 TO CONTROL DUST. VOPyo Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD Y 3. CHEMICALS OR OTHER METHODS OF DUST CONTROL ARE PROHIBITED TO BE USED ON THIS � ® DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. PROJECT, UNLESS APPROVED BY NYSDEC REGION 5. A % 0 DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK a � W © CHECKED : EFG C.T. MALE ASSOCIATES U_ OS9203 Q PRO]. NO : 04.9368 Engineering,Surveying,Architecture $ Landscape Architecture, D.P.C. 4510 p �0 'S81� �v ® 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SCALE : AS SHOWN SHEET 8 OF 11 90 DATE : MAY 15, 2017 518.786.7400 * FAx 518.786.7299 d. DWG. NO: 17-0305