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HomeMy WebLinkAboutSite Plan - DraftSITE r Picker Pond LOCUS MAP SCALE: 1 "=1000' WIRE FENCING AND FILTER FABRIC STAPLED TO STAKE SET STAKES EXCAVATE 6" x 6" TRENCH APPROX. 10' APART BACKFILL TO COVER WIRE FENCING & FILTER FABRIC SLOPE 100' ,r SILT FENCE DETAIL SITE AND UTILITY DEMOLITION PLAN NOTES 1. CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK -OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION AND ELEVATIONS AS REQUIRED. 3. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS -BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK 5. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH RULES, LAWS, AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL ANDIOR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROTECT ALL IMPROVEMENTS NOT INCLUDED IN THE SCOPE OF SITE DEMOLITION. ANY IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION. 7. DURING SITE DEMOLITION, PAVEMENT REMOVAL, OR PAVEMENT RECLAIM OPERATIONS, PROTECT ALL ADJACENT CURBING, SIDEWALKS, RAMPS, ABOVE -GRADE AND BELOW -GRADE UTILITIES, DRAINAGE STRUCTURES, LIGHT BASES, AND OTHER IMPROVEMENTS POTENTIALLY AFFECTED BY THE WORK. CLEARLY DELINEATE THE LIMITS OF WORK AND MARK, BARRICADE, OR OTHERWISE IDENTIFY THOSE IMPROVEMENTS THAT ARE TO BE PROTECTED AND/OR AVOIDED. ANY IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION. 8. PRIOR TO THE TERMINATION, ABANDONMENT, OR REMOVAL OF ANY UTILITY, VERIFY THAT APPLICABLE NOTIFICATIONS HAVE BEEN MADE TO THE UTILITY OWNERIOPERATOR AND THAT THE UTILITY HAS BEEN PROPERLY TERMINATED, CAPPED, OR PLUGGED AS REQUIRED. 9. WHERE UTILITY POLE REMOVAL IS CALLED -FOR, COORDINATE WITH ALL UTILITY OWNERS/OPERATORS AFFECTED. UTILITY POLE REMOVAL SHALL INCLUDE THE POLE AND ALL ASSOCIATED GUYS. 10. PROVIDE PAVEMENT SAW -CUT AT THE EDGE OF EACH PAVEMENT REMOVAL OR PAVEMENT RECLAIM AREA TO ESTABLISH A CLEAN EDGE WHERE NEW WORK WILL MEET EXISTING PAVEMENT. SAW CUT SHALL BE A MINIMUM OF 12 INCHES FROM EDGE OF PAVEMENT REMOVAL OR PAVEMENT RECLAIM AREA. 11. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH SIX (4) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. Erosion and Sedimentation Control Plan Notes 1. DO NOT PROCEED WITH THE WORK UNTIL ALL E&S CONTROL MEASURES ARE IN-PLACE AND HAVE BEEN INSPECTED AND APPROVED BY THE WETLAND AGENT AND OR THE ENGINEER. 2. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS_ PROVIDE ADDITIONAL E&S MEASURES AS REQUIRED TO CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF THE CONSTRUCTION AS CONDITIONS DICTATE AND/OR AS DIRECTED BY THE OWNER OR THE ENGINEER. 3, MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. 4. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT'S 2002 "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL." 5. ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF SILT FENCE OR HAY BALE BARRIER COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED. 6. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY STRUCTURAL SOIL PROTECTION SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST 7. NO RUNOFF SHALL BE ALLOWED TO EXIT THE SITE PRIOR TO TREATMENT FOR SEDIMENT REMOVAL. 8. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS. ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE LEFT IN A NEAT CONDITION AT THE END OF EACH WORK DAY. 9. TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE. 10. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE MOISTURE LEVELS. 11. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER. SHOULD THE CONSTRUCTION ENTRANCE FAIL TO PREVENT THE TRACKING OF SOILS OR SEDIMENT OFF OF THE PROJECT SITE, A WASHING RACK SHALL BE INSTALLED ALONG WITH APPROPRIATE MEASURES TO COLLECT RESULTING WASTEWATER. ,3 Not to Scale / 'C -OOA 3 DMHO TF= 77.99 DMH TF= 77.74 RpPR � OF �aG C TG,R/O Remove topsoil and organics prior to crushed `a'S stone placement. Install 6 inches of gradation class D.O.T. No. 3 or ASTM C-33 No. 3 crushed stone base for a distance of 50 feet from existing pavement over free draining backfill or a road stabilization geotextiie as necessary on unstable soils. CONSTRUCTION ENTRANCE DETAIL Not to Scale 1 0 . • -� EDGE OF •BROOK NIF ... ...�..u.. D W Holdings ` OXOBOXOParcel ID #072-054-OOB BROOK a,.._._ �'`� "�►• VACANT LAND . __� '. EDGE OF BROOK ROOK APPROXIMATE ',.,^..,..... .-- _ ... '--- . ._.._ ---- MMO-_�. 100 YEAR _ ---- p. •_ • _ NOWNWENEOWX X X �-�.� FLOOD ELEVATION LIMIT X X x#7250 `-ft • // PARCEL LINE Silt Fence � � 74- • • ( ' RESIDENCE X X � 3 W o VIN UTLET N/F GRAVEL DW Holdings LLC V=73.59 GRAVEL Parcel ID #072-042-000 UP RE E \ LAND VI W #21 PEQUOT RD AREA = .19 ACRES Vol 456 Pg 750 x Building To Be Razed Deck To Be X Removed Q�C.,,�Va +■■■■■■■■ � � � Fence To Be 0 GRAVEL Removed Q Sediment trap and BIT PAVE Building To Li o Temporary Silt Fence DECK Be Razed Dewatering c�i Hole Well to be N rQ Bottom = 73.0 x Abandoned tt X Q RESIDENCE X X -- Xi 3 � X W � � WELLQ DW Holdings LLC ` 4 Parcel ID #072-041-000 • v ■ ■ Of Temporary m #23 PEQUOT RD \ Overhead Wires Stockpile v DECK Vol 453 Pg 900 To Be Removed � � TOTAL SITE Area OZ v I AREA = .30 ACRES --- X - •X X x Fence To Be -A ./ 11 Removed GRAVELLU GRAVEL DRI VE I C. x ` Well to be W Abandon v GRA VEL DRIVE ed Silt Fence Qv CB® Overhead Wire -\ TF=76.26 To Be Removed Cn 0 I CONC BLOCK WALL - - NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300E-1 THROUGH 2O-3006-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. TYPE OF SURVEY: TOPOGRAPHIC SURVEY T-2 STANDARDS THE INTENT OF THIS SURVEY AND MAP IS TO DEPICT DEMOLITION ACTIVITIES DATE OF THE SURVEY APRIL 2017 2. THE PROPERTY FALLS WITHIN AN INDUSTRIAL ZONE. GRASS - Overhead Wire To Be Removed Sanitary Lateral To Be Capped Off 28" ADS (N-12) 103 L.F. _S S • WELL TF= 76.63 I +- X � • STREETLINE Sanitary Lateral QS - Oyu To Be Copped Off /- SMH � - TF= 76.70 � 06*s PEQUOT ROAD _ s �- 0 MONUMENT FOUND 0 S i SEWER MANHOLE OU UTILITY MANHOLE (UNKNOWN) ® WATER GATE ® GAS GATE x / -9=0 GUY ANCHOR DATE LIGHT POLE CB DELINEATED WETLAND BOUNDARY caw CONCRETE (R) CB TF= 76.33 TF= 76.33 INV. = XXX. XX CB--- TF= 76.42 o s _ Ce N/F Transport MINOR CONTOUR �- SPOT ELEVATION DW & Leasing Inc. Parcel ID #072-035-000 EDGE OF WATER EDGE OF GRAVEL - / - ---- ABUTTING PROPERTY LINE FB: RETAINING WALL Vol 514 Pg 304 CHAIN UNK FENCE OWNER/APPLICANT DRAIN UNE PERMITING PLAN NOT FOR CONSTRUCTION OOF N/F Town of Montville (Pump Station) Parcel ID #072-043-OOA Vol 162 Pg 327 LEGEND 0 SURVEY CONTROL POINT 0 MONUMENT FOUND 0 EASEMENT CORNER (CALCULATED) O SEWER MANHOLE OU UTILITY MANHOLE (UNKNOWN) ® WATER GATE ® GAS GATE x U11UTY POLE -9=0 GUY ANCHOR DATE LIGHT POLE DELINEATED WETLAND BOUNDARY caw CONCRETE (R) RECORD INFORMATION INV. = XXX. XX PIPE INVERT ELEVATION - __,.. .,.,... ..... MAJOR CONTOUR xxx MINOR CONTOUR X XXXXx SPOT ELEVATION • �- EDGE OF WATER EDGE OF GRAVEL - PROPERTY UNE - ---- ABUTTING PROPERTY LINE FB: RETAINING WALL X CHAIN UNK FENCE OWNER/APPLICANT DRAIN UNE +- WATER UNE BSC ELECTRIC UNE Glastonbury, CT 06033 OVERHEAD WIRES © 2017 BSC Group, Inc. PROPOSED CONTOURS REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MICHAEL C. HEALEY, L.S. No. 17247 WETLAND PERMIT DEMOLITION PLAN LAND OF DW HOLDINGS LLC #23 PEQUOT ROAD MONTVILLE, CONNECTICUT DUNE 77 2017 / JUN 0 9 2017. NO. DATE DESC. DRAFT FB: DRAWN BY: MCH CHECK BY: MCH PREPARED FOR: OWNER/APPLICANT DW HOLDINGS 140 ROUTE 32 N FRANKLIN, CT 06254 BSC 300 Winding Brook Drive Glastonbury, CT 06033 860 652 8227 © 2017 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 FEET FILE: P:\prj\8360002\Survey\Drawings DWG. NO:8360002XCP JOB. NO: 83600.02 SHEET 2 OF 4