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EX. PIN CB UE RIM:683.34 G APPROX. LOCATION W N. INV:672.94 (18") ST S. INV:673.10 (18") SA CB OE 2" RIM:680.53 UE 8 '-3 N. INV:671.23 (18") EX 5' N .ST CB °-5 G 5.2 32' E OE 0 S. INV:671.23 (18") .N . SILT FENCE/SILT SOCK 10 RIM:685.39 0W. sections 7209N and 7301 of the New York State Education Law for any person, unless acting under the direction of a registered architect, licensed engineer or land surveyor AI to alter this drawing. If altered such R.A., P.E. or L.L.S. shall affix his or her seal, signature, the date,the notation "Altered By" and a specific description of the alteration. (LIMIT OF DISTURBANCE) N. INV:677.49 (18") L All Rights Reserved. Reuse of these documents without the expressed written permission of CARMINAWOOD DESIGN is prohibited. WARNING it is a violation of article 145 87°-09'-45" S. INV:677.49 (16") Greensboro E. INV:676.99 (4") UE SA G UE OR T MH LO W CONCRETE B IT. RIM:685.89 NW. INV:676.14 (12") UE C WASHOUT PIT SE. INV:676.22 (12") UE HA 1.0 PP . G OE SW SA 'E T UE 12" EX. REBAR R 4.11' N. Utica D N UE O AY TI EX. TREE TO BE EW STABILIZED X. UE CA CO IV G E PA REMOVED (TYP.) DR CONSTRUCTION LO O W NC 113°-18'-53" T. BI ENTRANCE ONE 59 .P O 7" ST .8' SA S PR AD RK UE UE 12" Buffalo TOPSOIL STOCKPILE AP .0' T L-11420 W/ SILT FENCE 23 G E EX. PIN O W RO EX. CONCRETE PAD AND P-53 UE PP 8' E.SA GSW DRIVEWAY TO BE REMOVED 0. UE EX. TREE TO BE AD EX. TREES TO BE CLEARED. REFER REMOVED (TYP.) EX 9' N OE UE 5.8 /L .R . T TO SITE PLAN C-100 FOR LIMITS. ±O EB 7" (6 12" AR UE D A AN E ARE 10" UE 6.0 EX. SITE TO BE CLEARED AND T GRUBBED WITHIN DISTURBANCE EN AG IPM STOR SA SOE U LIMITS (SILT FENCE) AS SHOWN EQ IAL ') OE UE TER UE PP G T OE PP MA OE OE 1.0' E. W OE EX. IP. 14 11 INSTALL PROPOSED DETENTION BASIN DURING INITIAL PHASE OE 3 .8 5 PP 7.27' NW. °-0 NW. COR. LOT 417 INSTALL PROTECTIVE FENCING OF CONSTRUCTION TO ACT AS SEDIMENT BASIN. CLEAN TO 6' UE 4'- SA W PARKING OE MS AROUND CEMETERY DURING Multifamily Development DESIGN GRADE FOLLOWING STABILIZATION. INSTALL 47 LOT OE . S. LINE LOT 369 " G BIORETENTION SOIL AFTER SITE HAS BEEN STABILIZED. CONSTRUCTION W ST 12" UE EX. IP. A RE OE .A N. INV: 660.98 (18" HDPE) BIT 675 12" 170°-37'-13" OE 89°-57'-36" 674 673 672 APPROX. LOCATION HYD 671 EX. TREES TO BE REMOVED WG 670 OF CEMETERY SA S UE 6" HEAD STONES NOT NE. INV: 680.89 (6" HDPE) LOCATED T OE 673 127°-49'-44" 673 14" 28" 30" 40" 14" UE 18" EX. IP. W. INV: 682.97 NW. INV: 673.14 (12" CMP) 7" EX. TREE TO BE (12" HDPE) ST REMOVED (TYP.) EX. 6" PIPE TO 23" UE EX. 12" PIPE TO BE REMOVED 1425 & 1475 Orchard Park Rd COM BE REMOVED SW. INV: 680.34 (6" HDPE) 12" W. INV: 680.32 (6" HDPE) SE. INV: 673.26 (12" CMP) 30" PARKING S. INV: 662.31 (18" HDPE) LOT 16" UE 34" EX. IP. E. INV: 680.75 (6" PVC) MATERIAL STORAGE AREA . O/L MS 18" PART OF D. & EQUIPMENT AND 146°-28'-21" W. LINE LOT 417 1' UE 19" L-11442, P-836 9.7 © CARMINA WOOD DESIGN 29 West Seneca, NY TOTAL AREA = UE TOPSOIL STOCKPILE 16.59 AC. W/ SILT FENCE 38" UE PART OF EXCEPTION COM 30" 149°-26'-50" 11" L-3327 L-11442 10 24" EX. IP. P-87 PARKING 3. 2.04' NW. P-836 UE LOT 00 'D .& PARCEL "A" M S. SCRUB SHRUB WETLANDS (PSS) SILT FENCE/SILT SOCK 36" 33 (LIMIT OF DISTURBANCE) EX. SITE TO BE CLEARED AND UE (APPROXIMATE LOCATION) 153°-18'-56" 8. " 14" 0' 10 GRUBBED WITHIN DISTURBANCE D 6'- .& LIMITS (SILT FENCE) AS SHOWN °-4 24" M Date S. 89 8" UE S. 113°-43'-57" 'M 18" 00 3. 11 UE COM 5" T ND 32" RA .B UE EX. TREE TO BE NE EX. REBAR No. Description LI REMOVED (TYP.) S. N. M EXCEPTION .& 'D 12" REVISIONS: 8" 11" O/L L-3036 70 2. 12" 6" 8" 12" 26 7" P-217 20" 6" & 89' S. 6" 12" D. 72. M 6" 13" 6" ') .0 EX. IP. 133°-32'-58" 12.33' W. 0 (7 COM EX. IP. 3.20' S. 275.56' D. & MS. AD 87°-23'-54" RO 20" N. INV: 669.78 (18" HDPE) RG BE EROSION CONTROL NOTES NOTES: THE FOLLOWING EROSION CONTROL PROCEDURES SHALL BE ADHERED TO BY THE CONTRACTOR: 1. INSTALL TEMPORARY SILT FENCE BARRIERS AS DIRECTED BY THE OWNER AND AT ALL EXISTING STORMWATER CATCH BASINS WITHIN THE WORK AREA TO PREVENT SEDIMENT MIGRATION. ALL Demo & Erosion Control Plan 1. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THOSE ITEMS TO REMAIN, SUCH AS TREES, PROPERTY CORNER PINS, UTILITY POLES, VALVES, HYDRANTS, CURBS, MANHOLES AND CATCH BASINS. SILT FENCE BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. SCALE: 1"=50' 2. TEMPORARY SILT FENCE AND STRAW BALES TO BE INSTALLED AS DIRECTED BY THE OWNERS FIELD REPRESENTATIVE. 2. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE FOR RE-USE AS DIRECTED BY THE OWNER. ALL LOCAL ORDINANCES REGARDING THE SALE OF TOPSOIL MUST BE FOLLOWED. TOPSOIL MAY MAINTAIN UNTIL VEGATATION IS ESTABLISHED AND PAVEMENT IS INSTALLED. NOT BE REMOVED WITHOUT A PERMIT. 3. FOR THOSE STRUCTURES TO BE DEMOLISHED, ALL EXISTING UTILITY SERVICES SHALL BE ABANDONED IN ACCORDANCE WITH 3. ALL SILT FENCE BARRIERS SHALL BE REPLACED WHEREVER THEY BECOME CLOGGED OR INOPERABLE. LOCAL REGULATIONS, ALL METERS SHALL BE RETURNED TO PROPER OWNERS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF TEMPORARY SEDIMENTATION CONTROLS. 4. THE CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES WHERE ACCESSING THE SITE FROM PAVED ROADWAYS. DEMO & EROSION CONTROL LEGEND: DRAWING NAME: 5. THE CONTRACTOR MUST CONTROL DUST DURING CONSTRUCTION. DURING EARTHWORK OPERATIONS, WATER-SPREADING EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR, AND SPREAD WATER AS NECESSARY AND AS DIRECTED BY THE OWNER IN ORDER TO CONTROL DUST. 5. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH NYS M.U.T.C.D. STANDARDS PRIOR TO STARTING WORK. INSTALL STORM DRAINAGE INLET PROTECTION Demo & Erosion 6. DIRT OR DEBRIS LEFT ON LOCAL PUBLIC ROADS AS A RESULT OF THIS CONSTRUCTION PROJECT SHALL BE REMOVED AND ROAD SURFACES CLEANED BY THE CONTRACTOR ON A DAILY BASIS. Control Plan 7. ALL DISTURBED AREAS (EXCEPT AREAS TO BE PAVED OR BUILT UPON) SHALL BE TOPSOILED TO A MINIMUM 4" DEPTH AND SEEDED IMMEDIATELY AFTER FINE GRADING TAKES PLACE AND AS SOON AS PHYSICALLY POSSIBLE. PROPOSED SILT FENCE/SILT SOCK 8. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF DOWNSTREAM STORM SEWERS, DITCHES, AND CULVERTS. SILT BUILDUP FOUND TO BE A RESULT OF THIS SITE CONSTRUCTION WORK SHALL BE REMOVED FROM DOWNSTREAM CULVERTS BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER OR THE TOWN/CITY. Date: 5/22/26 9. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES AND MATERIALS SHALL BE IN PLACE PRIOR TO BEGINNING EARTHWORK OPERATIONS AND SHALL BE MAINTAINED UNTIL THE NEW SLOPES ARE Drawn By: A. Pandolfe STABILIZED WITH SEEDING AND/OR SLOPE PROTECTION, AS DIRECTED BY THE ENGINEER. Scale: As Noted 10. INSTALL TEMPORARY SILT FENCE AROUND THE BASE OF STOCKPILES. DRAWING NO. 11. THE PROFESSIONAL CERTIFYING COMPLIANCE TO NYSDEC PHASE II STORMWATER REGULATION REQUIREMENTS MUST INSPECT AT A MINIMUM WEEKLY AND SHALL PROVIDE THESE INSPECTION REPORT WITH A WRITTEN CERTIFICATION OF CONSTRUCTION COMPLIANCE TO THE WEST TOWN SENECA OF WEEKLY. 12. THE ENGINEER OF RECORD FOR THIS PROJECT CERTIFIES THAT THESE DESIGN PLANS MEET THE REQUIREMENTS AND ARE IN COMPLIANCE WITH THE NEW YORK STORMWATER MANAGEMENT DESIGN MANUAL AND NYSDEC PHASE II STORMWATER REGULATION REQUIREMENTS. DUE TO SOIL DISTURBANCE BEING GREATER THAN ONE ACRE, A NYSDEC SPDES PERMIT MUST BE OBTAINED NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS, CARMINA WOOD DESIGN ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. 50 0 50 100Ft. C-001 50' Project No: 23-4121 BEFORE ANY ON-SITE DISTURBANCE IS MADE. Page 445 of 849