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DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2020Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.03NOTESVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.01NOT TO SCALEBJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM2 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\COVER AND NOTES.DWG Tab: NOTES Saved: 1/5/2022 2:20 PM Plotted: 11/11/2021 11:17 AMLEGEND NEW CONTOUR EXISTING CONTOUR BUILDING SETBACK LINE 64 57 B L MUNICIPAL WATER SANITARY SEWER W SAN NEW PARKING SPACE8 AC ACRES B BORING BIT BITUMINOUS CB CATCH BASIN CO CLEAN OUT CONC CONCRETE DMH STORM DRAIN MANHOLE DW DOMESTIC WATER SERVICE ELEC ELECTRIC ELEC HH ELECTRIC HANDHOLE FE FLARED END FF FINISHED FLOOR FP FIRE PROTECTION GV GAS VALVE HC HANDICAP HYD FIRE HYDRANT INV INVERT OCS OUTLET CONTROL STRUCTURE LP LIGHT POLE M/L MORE OR LESS MH MANHOLE WF1 INLAND WETLAND FLAG AND NUMBER SIGN DECIDUOUS TREE NEW CATCH BASIN SPOT ELEVATION8.3+ CONIFEROUS TREE MW MONITORING WELL N/F NOW OR FORMERLY O/U OVERHEAD UTILITIES OCS OUTLET CONTROL STRUCTURE RET RETAINING SAN SANITARY SF SQUARE FEET SMH SANITARY MANHOLE T TRANSFORMER TBR TO BE REMOVED TBRL TO BE RELOCATED TBRR TO BE REMOVED AND REPLACED TF TOP OF FRAME TR TO REMAIN TYP TYPICAL U/U UNDERGROUND UTILITIES U/D UNDERDRAIN WV WATER VALVE YD YARD DRAIN NEW MANHOLEGAS G SOIL TYPE SOIL TYPE LIMIT SURVEY NOTES: 1.THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300B-1 THROUGH 20-300B-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS A PROPERTY SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS A DEPENDENT RESURVEY AND THE HORIZONTAL ACCURACY CONFORMS TO CLASS A-2. TOPOGRAPHIC SURVEY IS CLASS T-2 AND THE VERTICAL ACCURACY CONFORMS TO CLASS V-3. 2.REFERENCE IS MADE TO TOWN OF MONTVILLE LAND EVIDENCE RECORDS FOR THE FOLLOWING: REGARDING 82 JEROME ROAD: VOLUME 515 AT PAGE 149 FOR A QUIT CLAIM DEED DATED AUGUST 30, 2007 REGARDING 15 JEROME AVENUE: VOLUME 582 AT PAGE 1061 FOR A WARRANTY DEED DATED APRIL 19, 2013 REGARDING 232 ROUTE 32: VOLUME 650 AT PAGE 706 FOR A WARRANTY DEED DATED NOVEMBER 20, 2019 3.THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO OR BENEFIT BY THE FOLLOWING EASEMENTS, RIGHTS OF WAY AND/OR AGREEMENTS: REGARDING 82 JEROME ROAD: A.SEE VOLUME 102 AT PAGE 418 REGARDING AN EASEMENT IN FAVOR OF SOUTHERN NEW ENGLAND TELEPHONE B.SEE VOLUME 102 AT PAGE 80 REGARDING A FIFTY FOOT WIDE RIGHT OF WAY FOR INGRESS AND EGRESS IN FAVOR OF LAND NOW SHOWN AS "N/F JOHN C. MORIARTY” C.SEE VOLUME 21 AT PAGE 340 REGARDING A RIGHT TO TAKE AND USE WATER FROM A SPRING (SEE VOLUME 159 AT PAGE 356 REGARDING A RELEASE AND TERMINATION OF THIS EASEMENT) D.SEE VOLUME 24 AT PAGE 174 REGARDING A RIGHT TO TAKE WATER FROM A WELL AND TO LAY HALF INCH PIPE E.SEE VOLUME 19 AT PAGE 221 REGARDING A RIGHT TO RAISE WATER LEVEL AT DAM BY 3.5 FEET GRANTED TO UNCASVILLE MANUFACTURING COMPANY ON SEPTEMBER 16, 1873 F.SEE VOLUME 21 AT PAGE 99 REGARDING A 33 FOOT WIDE (2 RODS) RIGHT OF WAY RESERVED ACROSS LAND SHOWN AS "N/F STANLEY P. WARD, JR. & ROSE MARY WARD" ALSO SEE VOLUME 21 AT PAGE 100 G.MAY ALSO BE SUBJECT TO A RIGHT OF WAY IN FAVOR OF LAND SHOWN AS "N/F STANLEY P. WARD, JR. & ROSE MARY WARD" - SEE MAP REFERENCE D H.SEE VOLUME 505 AT PAGE 150 FOR VARIANCE 207-ZBA-01 GRANTED TO EXPAND FOOTPRINT OF BUILDING #2 (NON-CONFORMING USE) I.SEE VOLUME 526 AT PAGE 942 FOR VARIANCE 208-ZBA-3 GRANTED TO INCREASE HEIGHT OF BUILDING J.MAY BE SUBJECT TO RIPARIAN RIGHTS, IF ANY, OF OTHERS IN AND TO A BROOK RUNNING ACROSS THE WESTERLY PORTION OF THE SUBJECT PROPERTY REGARDING 15 JEROME AVENUE: NONE FOUND OF RECORD REGARDING 232 ROUTE 32: K.SEE VOLUME 57 AT PAGE 360 REGARDING AN EASEMENT IN FAVOR OF SOUTHERN NEW ENGLAND TELEPHONE (FROM POLE TO HOUSE AND FROM HOUSE UNDERGROUND TO TRAILER FORMERLY LOCATED ON SITE) L.SEE VOLUME 53 AT PAGE 102 REGARDING A POLE LINE EASEMENT IN FAVOR OF CONNECTICUT LIGHT AND POWER COMPANY M.SEE VOLUME 52 AT PAGE 15 REGARDING A RIGHT TO USE THE DRIVEWAY FOR THE PURPOSE OF ENTERING OR LEAVING THE PREMISES EITHER ON FOOT OR WITH VEHICLES. ALSO SEE VOLUME 52 AT PAGE 16 REGARDING RIGHTS OF OTHERS TO USE THE DRIVEWAY. N.SEE VOLUME 52 AT PAGE 15 SUBJECT TO A RIGHT OF OTHERS TO MAINTAIN AND REPAIR A PIPE LINE RUNNING THROUGH THE PREMISES TO ROUTE 32 - LOCATION UNKNOWN 4.THE SUBJECT PROPERTIES ARE LOCATED ENTIRELY WITHIN THE TOWN OF MONTVILLE R20-M (RESIDENTIAL MULTIFAMILY) ZONE DISTRICT. 5."NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NEW LONDON COUNTY, CONNECTICUT, ALL JURISDICTIONS, PANEL 361 OF 554, COMMUNITY: MONTVILLE, TOWN OF, NUMBER: 090099, PANEL: 0361, SUFFIX: J, MAP NUMBER: 09011C0361J, EFFECTIVE DATE: AUGUST 5, 2013, FEDERAL EMERGENCY MANAGEMENT AGENCY" INDICATES THAT A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONE AE (EL 69), AND THE REST OF THE SUBJECT PROPERTY IS LOCATED WITHIN FLOOD HAZARD ZONES X (0.2% ANNUAL CHANCE FLOOD) AND X (OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN). 6.THE SUBJECT PROPERTIES ARE SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP 69 AS LOT 42 WITH AN ASSIGNED STREET ADDRESS OF 82 JEROME ROAD, UNCASVILLE, CT 06382, AS LOT 51 WITH AN ASSIGNED ADDRESS OF 15 JEROME AVENUE, UNCASVILLE, CT 06382 AND AS LOT 61 WITH AN ASSIGNED ADDRESS OF 232 ROUTE 32, UNCASVILLE, CT 06382. 7.THE BASIS FOR BEARINGS AND COORDINATES IS CONNECTICUT COORDINATE SYSTEM OF 1983. ELEVATIONS ARE REFERENCED TO NAVD 88. (GNSS) 8.THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND BUILDINGS AS DETERMINED BY FIELD SURVEY ON AUGUST 20, 2020. RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED FROM TAX ASSESSOR AND LAND EVIDENCE RECORDS ON JULY 16, 2007 AND UPDATED ON AUGUST 24, 2020. 9.INLAND WETLANDS WERE DELINEATED IN THE FIELD BY JAMES R. COWEN, COWEN ECODESIGN, LLC AND LOCATED BY LOUREIRO ENGINEERING INC., GROTON, CONNECTICUT. 10.LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE TAKEN FROM MAPPING BY OTHERS AND SHOULD BE FIELD VERIFIED PRIOR TO EXCAVATION. (SEE MAP REFERENCES J AND K) MAP REFERENCES: A.PROPERTY SURVEY PLAN, "VILLAGE APARTMENTS", PROPERTY OF VILLAGE APARTMENTS, L.L.C., JEROME ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=40', DATE: DECEMBER 8, 1999, REVISED THROUGH 4-7-03, BY ANGUS MCDONALD, GARY SHARPE & ASSOCIATES, INC., OLD SAYBROOK, CT. B."VILLAGE APARTMENTS", BOUNDARY SURVEY PROPERTY TO BE CONVEYED TO JONATHON BARRES, HERSTER BARRES AND DAVID KLEEMAN, JEROME ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=40', DATE: MARCH 30, 1984, PREPARED BY: REESE G. ROBERTS, WINDSOR, CONNECTICUT. C.PLAN OF PROPERTY IN THE TOWN OF MONTVILLE, CT., TO BE CONVEYED BY EDITH M, CALVERT TO EDWIN MERRIMAN AND EDITH L. MERRIMAN, SEPT. 1938, SCALE: 1 INCH= 30 FEET., BY L.E. DABOLL, CIVIL ENG'R., NEW LONDON, CONN. D.PLAN OF THE SEPOWITZ PROPERTY, JEROME ROAD, MONTVILLE, CONNECTICUT, DATE: JULY 1982, REVISED: AUGUST, 1984, SCALE: 1"=50', BY WAYNE A. MORSE CIVIL ENGR. & LAND SURVEYOR. E.PROPERTY SURVEY, PROPERTY OF VILLAGE APARTMENTS, LLC, 82 JEROME ROAD, UNCASVILLE, CONNECTICUT, SCALE: 1"=40', DATE: JULY 31, 2007, DICESARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT. (TOWN OF MONTVILLE LAND RECORDS #2204) F.VILLAGE APARTMENTS BUILDING #2, 82 JEROME ROAD, MONTVILLE, CONNECTICUT, APPLICANT/OWNER: VILLAGE APARTMENTS, LLC, DATE: JUNE 12, 2007, REVISED THROUGH MARCH 11, 2008, BY DICEARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT. G.PROPERTY SURVEY PROPERTY OF KATHLEEN B. FLETCHER, 232 NORWICH-NEW LONDON TURNPIKE (CONNECTICUT ROUTE 32) UNCASVILLE, CONNECTICUT, SCALE: 1” = 30', JUNE 6, 2014, DICESARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT. H.PROPERTY SURVEY PROPERTY OF CONNECTICUT MULTIFAMILY EQUITIES II, LLC, 15 JEROME AVENUE, UNCASVILLE,CONNECTICUT, SCALE: 1” = 20', JUNE 6, 2014, DICESARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT. I.PROPERTY SURVEY, PROPERTY OF VILLAGE APARTMENTS, LLC, 82 JEROME ROAD, UNCASVILLE, CONNECTICUT, SCALE: 1"=40', DATE: FEBRUARY 21, 2013, DICESARE-BENTLEY ENGINEERS, INC., GROTON, CONNECTICUT. J.CHERENZIA EXCAVATION UTILITY ASBUILT DRAWING FOR VILLAGE APARTMENTS BUILDING #2 82 JEROME ROAD MONTVILLE, CT SCALE 1”=30' AUGUST 2009 K.MONTVILLE WATER SYSTEM PROJECT PLNA AND PROFILE JEROME AVENUE STA. 0+50 TO STA. 11+00 DATE JULY 1984 SHEETS 6 AND 7 OF 22 BY MOFFITT AND DUFFY, INC. EAST HARTFORD, CT. SITE NOTES: 1.THIS SITE PLAN IS FOR THE CONSTRUCTION OF THREE NEW MULTI-FAMILY APARTMENT BUILDINGS WITH 160 UNITS, 286 NEW PARKING SPACES AND ASSOCIATED SITE IMPROVEMENTS. 2.THESE PLANS ARE FOR PERMIT PURPOSES AND SITE PLAN APPROVAL ONLY. THEY ARE NOT CONTRACT DOCUMENTS. FOR EXACT BUILDING DIMENSIONS, SEE BUILDING PLANS PROVIDED BY OWNER. 3.BUILDING COVERAGE CALCULATION: A.BUILDING AREA = 42,340 SF (3 NEW BUILDINGS) + 18,100 SF (2 EXISTING BUILDINGS) = 60,440 SF B.LOT AREA = 523,700 SF C.BUILDING AREA/LOT AREA = 11.5% 5.BUILDING DWELLING UNIT DENSITY DESCRIPTION: A.BUILDING 1 (EXISTING): ONE BEDROOM DWELLING UNITS:8 UNITS TWO OR MORE BEDROOM DWELLING UNITS:22 UNITS B.BUILDING 2 (EXISTING): TWO OR MORE DWELLING UNITS:24 UNITS C.BUILDING A (NEW): ONE BEDROOM DWELLING UNITS:9 UNITS TWO OR MORE BEDROOM DWELLING UNITS:35 UNITS D.BUILDING B (NEW): ONE BEDROOM DWELLING UNITS:14 UNITS TWO OR MORE BEDROOM DWELLING UNITS:44 UNITS E.BUILDING C (NEW): ONE BEDROOM DWELLING UNITS:14 UNITS TWO OR MORE BEDROOM DWELLING UNITS:44 UNITS TOTAL DWELLING UNITS:214 UNITS DWELLING UNIT DENSITY CALCULATION: PERMITTED:1 UNIT PER 2,420 SQUARE FEET OF LAND PARCEL AREA:523,700 SQUARE FEET PROVIDED:214 DWELLING UNITS =1 DWELLING UNIT 523,700 SQUARE FEET 2,447 SQUARE FEET 6.BUILDING ROOF HEIGHT: BUILDING A BUILDING B BUILDING C ELEVATION OF ROOF PEAK:128.2 149.2 140.2 AVG. BLDG. PERIMETER ELEV.85.9 95.1 85.4 BUILDING ROOF HEIGHT:42.3'54.1'54.8' 7.LANDSCAPING REQUIREMENTS: A.LANDSCAPE BUFFER (PER SECTION 9B.12 OF THE ZONING REGULATIONS): 1. REQUIRED: 10' WIDE STRIP ALONG THE REAR LOT LINE WITH ONE SHADE TREE PLANTED AT LEAST THREE INCHES (3”) IN CALIPER FOR EACH FIFTY FEET (50’) OR PART THEREOF OF ANY PORTION OF SUCH SIDE OR REAR LOT LINE LOCATED ADJACENT TO A BUILDING IN THE MULTI-FAMILY HOUSING DEVELOPMENT. 2. PROVIDED: ±10' (MIN.) WIDE STRIP ALONG THE REAR AND SIDE LOT LINES ADJACENT TO NEW BUILDINGS A, B AND C. REFER TO SITE PLANTING PLAN ON SHEET 13. B.LANDSCAPED PARKING AREA (PER SECTION 18.16 OF THE ZONING REGULATIONS): 1. MINIMUM REQUIRED LANDSCAPED AREA: TEN PERCENT (10%) OF THE PARKING LOT AREA, EXCLUSIVE OF BUILDING COVERAGE. (143,700)X(0.10)=14,370 SF 2. PROVIDED LANDSCAPED AREA: 17,570 SF (4 NEW LANDSCAPE ISLANDS) + 37,560 SF (ADJACENT REAR AND SIDE YARD AREAS) = 55,130 SF C.THE LANDSCAPED AREA ALONG THE PARKING PERIMETER SHALL BE PLANTED WITH GRASS, SHRUBS AND TREES. REFER TO SITE PLANTING PLAN ON SHEET 13. 8.PARKING CALCULATION: A.TOTAL PARKING REQUIRED PER PARKING PLAN: 257 REQUIRED SPACES (SEE SITE NOTE 8C) B.TOTAL PARKING PROVIDED: 101 EXISTING SPACES - 31 REPLACEMENT SPACES EAST OF BUILDING 2 +286 NEW SPACES = 356 PROVIDED SPACES C.TOTAL PARKING PROVIDED PER PARKING PLAN PREPARED BY LOUREIRO ENGINEERING ASSOCIATES DATED NOVEMBER 15, 2021. 9.SECTION 19.2 OF THE ZONING REGULATIONS ALLOWS ONE (1) 15 SF SIGN WITH THE NAME AND ADDRESS OF THE PROPERTY WHEN LOCATED ON AN ARTERIAL OR COLECTOR ROAD. 10.PRIOR TO ANY EXCAVATION IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY CALL BEFORE YOU DIG SHALL AT 1-800-922-2255 AND OTHER APPROPRIATE UTILITY AUTHORITIES. 11.SITE LIGHTING SHALL BE SHIELDED TO DIRECT LIGHT AND GLARE AWAY FROM ALL ADJOINING PROPERTIES. 12.NEW SIDEWALKS, RAMPS AND DRIVEWAYS SHALL BE INSTALLED TO PROVIDE SMOOTH TRANSITION FOR PEDESTRIANS AND VEHICLES. 13.ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ANSI STANDARDS. 14.ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKING SHALL CONFORM TO "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS. ALL PARKING LOT STRIPING (EXCEPT FIRE LANE MARKING) SHALL BE WHITE PAINT. THE ACCESSIBLE PARKING SYMBOL SHALL BE LT BLUE PAINT. 15.THERE SHALL BE NO ACTIVITY WITHIN THE INLAND WETLAND OR 50 FOOT UPLAND REVIEW AREA UNLESS PERMITTED AS SHOWN ON THIS PLAN OR OTHERWISE PERMITTED BY THE MONTVILLE INLAND WETLAND AGENCY. 16.A STATE TRAFFIC COMMISSION PERMIT WILL BE REQUIRED, OR A FINDING OF NO NEED FOR PERMIT, BEFORE ISSUANCE OF BUILDING PERMITS WHERE A DEVELOPMENT INVOLVES OVER 200 PARKING SPACES OR 100,000 SQUARE FEET OF FLOOR AREA. 17.TRASH COLLECTION SHALL BE CONDUCTED AT LEAST ONCE PER WEEK AND SHALL BE LIMITED TO MONDAY TO FRIDAY 7:00 AM TO 6:00 PM. 18.ALL SITE IMPROVEMENTS WITHIN THE TOWN'S RIGHT OF WAY (INCLUDING BUT NOR LIMITED TO CURB CUTS, UTILITY SERVICE EXTENSIONS AND ROADWAY PAVEMENT PATCHING) SHALL BE CONSTRUCTED PER THE TOWN OF MONTVILLE ROAD STANDARDS AND AN EXCAVATION PERMIT SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 19.ALL EXISTING CURBING, PAVEMENT, ETC. DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED/RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR. UTILITY NOTES: 1.ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2.ALL NEW UTILITIES, INCLUDING CATV, WILL BE LOCATED UNDERGROUND. 3.ALL WATER MAIN AND SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY. 4.WATER SERVICE INSTALLATION NOTES: A.APPROVED BACKFLOW PREVENTERS ARE REQUIRED ON ALL FIRE SPRINKLER AND DOMESTIC WATER LINES. B.WATER MAINS MINIMUM COVER SHALL BE 4'-6" FROM FINISH GRADE. C.PIPE SEPARATIONS: 10' MINIMUM BETWEEN WATER AND SEWER 10' MINIMUM BETWEEN WATER AND BUILDINGS 5' MINIMUM BETWEEN WATER AND CATCH BASINS OR DRAIN PIPES 5.SCHEMATIC UNDERGROUND UTILITIES (ELECTRIC, TELEPHONE, COMMUNICATIONS) ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL LOCATIONS WILL BE DETERMINED BY THE RESPECTIVE UTILITY PROVIDERS AND INSTALLATION SHALL CONFORM TO UTILITY AUTHORITY POLICIES AND PRACTICES. 6.ALL WATER MAIN AND SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY. 7.SANITARY SEWER INVERTS FOR BUILDING 1 & 2 ARE APPROXIMATE AND ARE FROM MAP REFERENCE J. THE CONTRACTOR SHALL VERIFY ALL BUILDING SEWER INVERTS AND SHALL NOTIFY THE ENGINNER OF ANY DISCREPENCIES PRIOR TO CONSTRUCTING NEW SEWERS. A A CROSS SECTION STORMWATER MANAGEMENT SYSTEM MAINTENANCE PLAN: CATCH BASINS AND MANHOLES 1.A CONNECTICUT-LICENSED HAULER SHALL PUMP THE SUMPS OF ON-SITE CATCH BASINS AND MANHOLES, AND SHALL DISPOSE OF THE PUMPING LEGALLY. ROAD SAND MAY BE REUSED FOR WINTER SANDING, BUT MAY NOT BE STORED ON-SITE. AS PART OF THE HAULING CONTRACT, THE HAULER SHALL NOTIFY THE PROPERTY OWNER IN WRITING WHERE THE MATERIAL IS BEING DISPOSED. 2.EACH CATCH BASIN SHALL BE INSPECTED EVERY FOUR MONTHS, WITH ONE INSPECTION OCCURRING DURING THE MONTH OF APRIL. ANY DEBRIS OCCURRING WITHIN ONE FOOT FROM THE BOTTOM OF EACH SUMP SHALL BE REMOVED BY VACUUM “VACTOR” TYPE OF MAINTENANCE EQUIPMENT. STORMTECH UNDERGROUND INFILTRATION/DETENTION SYSTEM 3.THE ISOLATOR ROWS SHALL BE CLEANED AT THE END OF CONSTRUCTION ONCE THE CONTRIBUTING AREAS ARE FULLY STABILIZED. FOR THE FIRST YEAR OF OPERATION FOLLOWING CONSTRUCTION, THE CHAMBER ROWS SHALL BE INSPECTED ONCE EVERY 6 MONTHS. 4.AFTER THE FIRST YEAR OF OPERATION, THE CHAMBERS SHALL BE INSPECTED A MINIMUM OF ONCE PER YEAR. IF UPON VISUAL INSPECTION IT IS FOUND THAT SEDIMENT HAS ACCUMULATED, A STADIA ROD SHOULD BE INSERTED TO DETERMINE THE DEPTH OF THE SEDIMENT. WHEN THE AVERAGE DEPTH OF ACCUMULATION EXCEEDS 3", A CLEAN-OUT SHOULD BE PERFORMED AND PROPERLY DISPOSED OFF-SITE. CLEAN-OUT SHOULD BE ACCOMPLISHED USING A JETVAC PROCESS. 5.A DETAILED MAINTENANCE LOGBOOK SHALL BE KEPT ON-SITE FOR THE UNITS BY THE PROPERTY OWNER/MANAGER. INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE DATE OF INSPECTION, RECORD OF SEDIMENT DEPTH, GENERAL OBSERVATIONS, AND DATE OF CLEANING PERFORMED. HYDRODYNAMIC SEPARATOR 6.THE SEPARATORS SHALL BE INSPECTED A MINIMUM OF TWICE PER YEAR WITH ONE INSPECTION OCCURRING IN THE MONTH OF APRIL. A GRADUATED MEASURING DEVICE (STADIA ROD) SHOULD HAVE BEEN INSTALLED WITHIN THE SEPARATOR GRIT CHAMBER AND ANY DEBRIS, ACCUMULATED TO WITHIN ONE FOOT OF THE WATER SURFACE INSIDE THE GRIT CHAMBER PORTION OF THE TANK, WILL BE REMOVED BY VACUUM “VACTOR” TYPE OF EQUIPMENT AND PROPERLY DISPOSED OFF-SITE. ALSO, ANY FLOATING MATERIAL DISCOVERED DURING INSPECTIONS SHALL BE REMOVED FROM THE TANKS. 7.A DETAILED MAINTENANCE LOGBOOK SHALL BE KEPT ON-SITE FOR THE UNIT BY THE PROPERTY MANAGER. INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE DATE OF INSPECTION, RECORD OF GRIT DEPTH, CONDITION OF BAFFLES, OBSERVATION OF ANY FLOATABLE DEBRIS, AND DATE OF CLEANING PERFORMED. BIORETENTION/INFILTRATION BASIN INSPECTION, MAINTENANCE & REPAIR 1.INSPECT FILTER MEDIA FOR STANDING WATER OR OTHER EVIDENCE OF CLOGGING. 2.CHECK FOR SEDIMENT ACCUMULATION, TRASH AND DEBRIS IN BASIN. 3. REMOVE SEDIMENT GREATER THAN 1.5 INCHES DEEP ANNUALLY IN THE FILTER MEDIA BED. 4.REMOVE AND REPLACE TOP SEVERAL INCHES OF THE FILTER BED MATERIAL ANNUALLY. 5. ADD MULCH AND/OR RE-MULCH VOID AREAS SEASONALLY OR AS NECESSARY. 6.TREAT DISEASED TREES AND SHRUBS SEASONALLY OR AS NECESSARY. 7.INSPECT SOIL AND REPAIR ERODED AREAS SEASONALLY OR AS NECESSARY. 8.REMOVE LITTER AND DEBRIS SEASONALLY OR AS NECESSARY. 9.PRUNE SHRUBS AS REQUIRED OR EVERY THREE YEARS TO REMOVE DEAD OR DYING VEGETATION AND/OR TO PREVENT OVERCROWDING. 10.REINFORCE PLANTINGS AND SEED AS NEEDED OR AFTER TWO YEARS TO MAINTAIN 80% COVERAGE FOR TURF AREAS AND 50% COVERAGE FOR SHRUB AREAS. 11.IF THERE IS STANDING WATER IN THE BIORETENTION AREA 48 HOURS AFTER A STORM EVENT, ROTOTILL OR CULTIVATE SURFACE OF FILTER MEDIA TO BREAK UP ANY HARD PACKED SEDIMENT AND RE-VEGETATE. EROSION AND SEDMIENTATION (E&S) CONTROL PLAN: NARRATIVE 1.THIS EROSION AND SEDIMENTATION CONTROL (E&S) PLAN IS FOR THE CONSTRUCTION OF THREE NEW APARTMENT BUILDINGS AND ASSOCIATED, ROADS, PARKING LOTS, UTILITIES AND STORMWATER MANAGEMENT FACILITIES AT THE VILLAGE APARTMENT COMPLEX ON JEROME ROAD IN MONTVILLE, CONNECTICUT. 2.THE SITE AREA IS 12.02 ACRES (523,700 SF) AND THE NEW DEVELOPMENT ENCOMPASSES APPROXIMATELY 5.72 ACRES (249,163 SF) OF THE NORTH AND EAST PORTIONS OF THE SITE. 3.THE SITE EXHIBITS STEEP TOPOGRAPHY EXTENDING FROM THE NORTHEAST PORTION OF THE PROPERTY DOWN TO GENTLY SLOPED TERRACES ALONG A WATERCOURSE AND ADJACENT WETLANDS. THIS ENTIRE AREA WILL BE DISTURBED BY EARTHWORK ACTIVITIES AND THE INTENT OF THIS E & S PLAN IS TO ESTABLISH STORMWATER CONTROLS DURING CONSTRUCTION TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM ENTERING STORM DRAIN SYSTEMS, WETLANDS AND WATERCOURSES. 4.SITE PLAN APPROVAL, AN INLAND WETLAND AND WATERCOURSES PERMIT AND PROJECT REGISTRATION UNDER THE CTDEEP GENERAL PERMIT FOR CONSTRUCTION AND DEWATERING WASTEWATERS IS REQUIRED PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES. 5.IT IS ANTICIPATED THAT SITE WORK CONSTRUCTION WILL BEGIN IN THE SUMER OF 2021 AND WILL BE COMPLETED IN THE SUMMER OF 2022. 6.SURFICIAL GEOLOGY AT THE SITE CONSISTS OF CHARLTON-CHATFIELD FINE SANDY LOAM, GRAVEL, ROCK AND BOULDERS. 7.EROSION CONTROL MEASURES INCLUDE: ·THE INSTALLATION OF A SILT FENCE ALONG THE DOWN-GRADIENT LIMIT OF FILL AT THE SITE. ·CONSTRUCTION OF TEMPORARY SEDIMENT TRAPS AND BASINS. ·TEMPORARY BY-PASS PUMPING OF STORM DRAIN DISCHARGES IF REQUIRED FOR THE INSTALLATION OF NEW STORM DRAIN SYSTEMS. ·THE IMMEDIATE STABILIZATION OF FINAL GRADED AREAS THROUGH THE PLACEMENT OF RIPRAP, TOPSOIL, SEED, MULCH AND EROSION CONTROL NETTING. ·THE USE OF EROSION CONTROL BLANKETS TO STABILIZE CUT AND FILL SLOPES GRADED AT 3H:1V OR STEEPER. EROSION CONTROL BLANKET SHALL BE NORTH AMERICAN GREEN ROLLMAX BIONET 125 BN AS MANUFACTURED BY NORTHAMERICAN GREEN 4609 E EAST BOONVILLE- NEW HARMONY ROAD EVANSVILLE, INDIANA. ·DEVELOPMENT OF A CONSTRUCTION OPERATIONS PLAN IN CONSIDERATION OF BASIC CONSTRUCTION SEQUENCING OUTLINED HEREIN. 8.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE VILLAGE APARTMENT SITE MANAGER AS REQUIRED TO INFORM RESIDENTS OF SITE OPERATIONS. CONSTRUCTION SHALL BE CONDUCTED IN A MANNER THAT ALLOWS CONTINUED ACCESS TO EXISTING PARKING LOTS EXCEPT WHEN LOT MODIFICATIONS ARE IMPLEMENTED. THE CONSTRUCTION SEQUENCE PRESENTED HEREIN HAS BEEN PREPARED IN CONSIDERATION OF THIS REQUIREMENT. 9.PRIMARY CONSTRUCTION ACCESS TO THE SITE SHALL BE VIA THE NEW ROAD FROM JEROME AVENUE. SECONDARY ACCESS IS VIA AN EXISTING GRAVEL DRIVEWAY OFF OF ROUTE 32 AND THE MAIN ENTRANCE DRIVEWAY FROM JEROME ROAD. USE OF THE MAIN ENTRANCE SHALL BE MINIMIZED TO THE EXTENT PRACTICAL. PER THE PROJECT GEOTECHNICAL STUDY, LEDGE EXCAVATION WILL LIKELY BE REQUIRED FOR BUILDING “B” AND “C” FOUNDATIONS. LEDGE EXCAVATION LOCATIONS AND ELEVATIONS SHOWN ON THIS PLAN HAVE BEEN INTERPOLATED FROM THE GEOTECHNICAL REPORT. GENERAL E&S REQUIREMENTS 1.PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL MEET WITH THE TOWN REPRESENTATIVE TO DISCUSS E&S CONTROL REQUIREMENTS AND STORMWATER MANAGEMENT PROCEDURES. 2.E&S CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CONNECTICUT SOIL EROSION AND SEDIMENT CONTROL HANDBOOK. ALL MEASURES SHALL BE MAINTAINED AND UPGRADED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3.THE OWNER OR AUTHORIZED REPRESENTATIVE SHALL BE RESPONSIBLE FOR IMPLEMENTING AND INSPECTING E&S MEASURES PER THIS PLAN AND SHALL INFORM ALL CONTRACTORS OF THE OBJECTIVES AND REQUIREMENTS OF THE PLAN. THE OWNER SHALL NOTIFY THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY AND SHALL ADVISE THE TOWN REGARDING THE NEED FOR IMPLEMENTING ADDITIONAL CONTROL MEASURES OR MAINTAINING EXISTING MEASURES AS DEEMED NECESSARY DURING CONSTRUCTION. WEEKLY INSPECTIONS SHALL BE CONDUCTED AND/OR WITHIN 24 HOURS OF THE END OF A STORM HAVING A RAINFALL AMOUNT OF 0.25 INCHES OR GREATER. MONTHLY WRITTEN REPORTS SHALL BE PREPARED INFORMING THE TOWN OF OBSERVATIONS, MAINTENANCE, AND CORRECTIVE ACTIONS. 4.THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON THE E&S CONTROL PLAN PRIOR TO INITIATING EARTHWORK ACTIVITIES. 5.THE CONTRACTOR SHALL COMPLETE PERMANENT SEEDING BETWEEN APRIL 15TH THROUGH JUNE 15TH AND AUGUST 15TH THROUGH OCTOBER 1ST. APPLY PERMANENT SOIL STABILIZATION MEASURES TO ALL GRADED AREAS WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE. 6.THE CONTRACTOR SHALL MAINTAIN EROSION CONTROLS AND REMOVE SEDIMENT FROM TRAPS AND BASINS THROUGHOUT CONSTRUCTION AS REQUIRED. CONSTRUCTION SEQUENCE 1.THE INTENT OF THIS E & S PLAN IS TO ESTABLISH STORMWATER CONTROLS DURING EARTHWORK ACTIVITIES TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM ENTERING STORM DRAIN SYSTEMS, WETLANDS AND WATERCOURSES. 2.THE E&S INTERIM GRADING PLAN DEPICTS APPROXIMATE EXCAVATION LIMITS AND RESULTING DRAINAGE PATTERNS UPON WHICH THE E&S MEASURES ARE PREDICATED. THE CONSTRACTOR SHALL DEVELOP A CONSTRUCTION EXCAVATION PLAN BASED ON THEIR OPERATIONAL REQUIREMENTS. 3.THIS CONSTRUCTION SEQUENCE ESTABLISHES TWO WORK ZONES AS FOLLOWS: ·WORK ZONE 1: AREA ENCOMPASSING NEW ROAD FROM JEROME AVENUE, BUILDING “C” PAD, SOUTH EASTERLY PARKING LOTS AND TEMPORARY CONSTRUCTION ACCESS TO BUILDING “A” & “B” BUILDING SITE. ·WORK ZONE 2: BUILDINGS “A” & “B” PADS AND PARKING LOTS, NEW WESTERLY PARKING LOT AND THE PARKING LOT EAST OF BUILDING “2”. 4.COORDINATED CONCURRENT WORK MAY BE UNDERTAKEN IN EACH ZONE WITH INTERCONNECTIONS COMPLETED PER THE CONTRACTOR'S SCHEDULE. ELECTRICALE STONE WALL FLOOD ZONE BOUNDARY ZONE BOUNDARY NEW DRAINAGE PIPE TP 1 TEST PIT WORK ZONE 1 1.CLEAR TREES AND BRUSH. 2.STRIP AND STOCKPILE TOPSOIL FROM NEW ACCESS ROAD, ROUGH-IN ROAD AND PLACE GRAVEL BASE AND TEMPORARY CONSTRUCTION ENTRANCE. 3.ESTABLISH TEMPORARY OFFICE TRAILER AND CONSTRUCTION STAGING AREA. 4.INSTALL TEMPORARY SILT FENCE ALONG THE WEST AND SOUTH PROPERTY LINE AND NORTH SIDE OF EXISTING ROAD TO THE BUILDING “2” EAST PARKING LOT. 5.INSTALL TEMPORARY 15” HDPE RISER AND PERMANENT 12” HDPE OUTLET PIPE WITH CONNECTION TO EXISTING CATCH BASIN IN JEROME AVENUE. 6.INSTALL TEMPORARY SEDIMENT BASINS NO. 1 & 2 WITH TEMPORARY OUTLET RISERS AND PIPES. 7.STRIP AND STOCKPILE TOPSOIL. 8.BEGIN EARTHWORK TO PREPARE THE BUILDING “C” PAD AND TEMPORARY ACCESS ROAD TO BUILDING “A” AND “B”. STOCKPILE SOIL & ROCK AS REQUIRED. 9.INSTALL TEMPORARY SEDIMENT TRAP #1 AND TEMPORARY ACCESS ROAD SWALE AND GRADE DISTURBED AREAS TO DRAIN TO SEDIMENT TRAPS AND BASINS. 10.DO NOT DISTURB THE BUILDING “2” EAST PARKING LOT. 11.CONSTRUCT RETAINING WALL EXTENDING FROM BUILDING “B” FOUNDATION EAST INTO WORK ZONE 1. 12.CONSTRUCT BUILDING “C” FOUNDATION. 13.INSTALL YD1, DMH1 AND 12” HDPE PIPE. 14.BACKFILL BETWEEN BUILDING “C” FOUNDATION AND ADJACENT RETAINING WALL PER GRADING PLAN. WORK ZONE 2 1.CLEAR TREES AND BRUSH. 2.INSTALL TEMPORARY SILT FENCE ALONG THE EASTERLY CLEARING LIMIT. 3.INSTALL TEMPORARY SEDIMENT/DEWATERING BASIN WITH FILTER BERM AND HAYBALE CHECK DAM. 4.STRIP AND STOCKPILE TOPSOIL AND BEGIN EARTHWORK TO PREPARE BUILDING “A” & “B” PADS. 5.STOCKPILE SOIL & ROCK AS REQUIRED. 6.INSTALL TEMPORARY DIVERSION SWALE AND PIPE AND GRADE DISTURBED AREA TO DRAIN TO THE SWALE AND SEDIMENT/DEWATERING BASIN #3. 7.CONSTRUCT BUILDING “B” FOUNDATION. 8.BACKFILL BUILDING “B” FOUNDATION AND CONSTRUCT SLOPE NORTH OF BUILDING PER GRADING PLAN. IMMEDIATELY PLACE TOPSOIL, SEED AND EROSION CONTROL BLANKET. 9.PLACE FILL FOR BUILDING “A” AND CONSTRUCT FOUNDATION. IMMEDIATELY PLACE RIPRAP, TOPSOIL, SEED AND EROSION CONTROL BLANKET ON EMBANKMENT SLOPES. 10.MODIFY SEDIMENT TRAP #1 AND INSTALL CB13 & OUTLET 3. 11.INSTALL CB12, CDS6, OSC8 AND UNDERGROUND DETENTION/INFILTRATION SYSTEM #3 IN NEW WEST PARKING LOT WITH PIPE CONNECTION TO CB13. 12.INSTALL NEW 15” HDPE PIPE FROM EXISTING STORM MANHOLE TO OSC8 AND BY-PASS PUMP STORM DRAIN DISCHARGES IF REQUIRED DURING CUT-OVER. 13.INSTALL CB10 AND NEW 12” HDPE PIPE CONNECTION TO CDS6. WORK ZONE 1 & 2 COORDINATED WORK 1.CONSTRUCT AND BACKFILL RETAINING WALL EAST OF BUILDING “C”. 2.CONSTRUCT NEW WESTERLY PARKING LOT PRIOR TO REMOVAL OF THE BUILDING “2” EAST PARKING LOT. 3.RELOCATE TEMPORARY OFFICE TRAILER AND CONSTRUCT BIORETERNTION BASIN FOR USE AS TEMPORARY SEDIMENT BASIN. 4.CONSTRUCT SWALE EAST OF NEW ACCESS ROAD AND INSTALL YD2, CB13, CDS2 AND OUTLET 2. 5.ESTABLISH SUBGRADE ELEVATIONS FOR ROADS AND PARKING LOTS. 6.INSTALL STORM DRAINAGE AND UNDERGROUND DETENTION/INFILTRATION SYSTEMS #1 & #2 AND INSTALL SILT SACK OR FILTER FABRIC IN CATCH BASINS. 7.INSTALL UTILITIES. 8.INSTALL ROAD AND PARKING AREA BASE MATERIALS AND PAVEMENT. 9.CONSTRUCT SIDEWALKS. 10.REMOVE BERM AT TEMPORARY SEDIMENT/DEWATERING BASIN #3 AND STABILIZE THE AREA PER THE GRADING. 11.FINAL GRADE LANDSCAPE AREAS AND PLACE TOPSOIL SEED, MULCH AND LANDSCAPING. SEE LANDSCAPE PLANS FOR SEEDING SCHEDULE. 12. REMOVE ANY ACCUMULATED SEDIMENT IN BIORETETNION BASIN, SCARIFY BOTTOM OF BASIN AND PLACE SOIL MIX AND PLANTINGS. 13.UPON STABILIZATION OF SITE CLEAN ALL CDS UNITS, AND REMOVE ALL TEMPORARY E&S CONTROL MEASURES. MAINTENANCE OF EROSION CONTROL DEVICES 1.HAYBALE BARRIERS/GEOTEXTILE SILT FENCES: A.INSPECT HAY BALE BARRIERS/GEOTEXTILE SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.25 INCHES OR GREATER TO DETERMINE MAINTENANCE NEEDS. B.REMOVE SEDIMENT DEPOSITS OR INSTALL A SECONDARY BARRIER/FENCE WHEN SEDIMENT DEPOSITS REACH APPROXIMATELY ONE HALF HEIGHT OF THE BARRIER/FENCE. C.REPLACE OR REMOVE THE BARRIER/FENCE WITHIN 24 HOURS OF OBSERVED FAILURE. IF REPETITIVE FAILURE OCCURS, CONSULT 2002 GUIDELINES FOR TROUBLESHOOTING FAILURES. D.MAINTAIN THE HAY BARRIER/SILT FENCE UNTIL THE CONTRIBUTING AREA IS STABILIZED. E.AFTER UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE STAKES FROM HAY BALES; PULL UP FENCE SUPPORT POSTS AND CUT OFF GEOTEXTILE AT GROUND. UNLESS OTHERWISE REQUIRED, HAY BALES MAY BE LEFT IN PLACE OR BROKEN UP FOR GROUND COVER. IF ACCUMULATED SEDIMENT EXCEEDS 6 INCHES, REGRADE OR REMOVE SEDIMENT. 2.CONSTRUCTION ENTRANCES AND ROADWAYS: A.MAINTAIN THE ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING AND WASHING OF SEDIMENT ONTO PAVED SURFACES. B.PROVIDE PERIODIC TOP DRESSING AND ADDITIONAL STONE OR LENGTH AS NECESSARY. C.IMMEDIATELY REMOVE ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PAVED SURFACES. ROADS ADJACENT TO THE CONSTRUCTION SITE SHALL BE LEFT CLEAN EVERY DAY. 3.TEMPORARY SEDIMENT TRAPS: A.INSPECTIONS SHALL BE AT SAME INTERVALS AS ABOVE. B.OUTLET SHALL BE CHECKED FOR INTEGRITY: HEIGHT OF THE STONE OUTLET SHALL BE MAINTAINED AT ONE FOOT BELOW CREST OF EMBANKMENT, SEDIMENT ACCUMULATION AND FILTRATION PERFORMANCE SHOULD BE OBSERVED. C.WHEN SEDIMENTS HAVE ACCUMULATED TO ONE HALF OF THE MINIMUM REQUIRED STORAGE VOLUME, DEWATER TRAP, REMOVE SEDIMENTS, RESTORE TRAP TO ORIGINAL DIMENSIONS AND DISPOSE OF SEDIMENT AT A LOCATION AND MANNER THAT WILL NOT RESULT IN EROSIONS OR SEDIMENTATION. D.AFTER CONTRIBUTING AREA IS STABILIZED, REMOVE TRAP AND REGRADE AND STABILIZE AREA FOR INTENDED USE AS SHOWN ON PLANS. 4.TEMPORARY DIVERSION DITCHES: A.WHEN THE TEMPORARY DIVERSION IS LOCATED IN CLOSE PROXIMITY TO ONGOING CONSTRUCTION ACTIVITIES, INSPECT AT THE END OF EACH DAY AND IMMEDIATELY REPAIR DAMAGES. OTHERWISE, INSPECT ON SAME INTERVAL AS ABOVE. B.REPAIR THE DIVERSION WITHIN 24 HOURS OF ANY OBSERVED FAILURE. FAILURE HAS OCCURRED WHEN THE DIVERSION HAS BEEN DAMAGED. SUCH THAT IT NO LONGER MEETS THE SPECIFICATIONS IN THE 2002 GUIDELINES. C.IF REPETITIVE FAILURES OCCUR, REVIEW CONDITIONS AND DETERMINE IF ADDITIONAL MEASURES OR AN ALTERNATIVE MEASURE IS NECESSARY. BASIS OF DESIGN- TEMPORARY SEDIMENT BASINS AND TRAPS 1.TEMPORARY SEDIMENT BASIN 1 & 2: DRAINAGE AREA = 1.95 AC REQUIRED VOLUME = 134 CY/AC X 1.95 ACRES = 262 CY VOLUME PROVIDED = 262 CY 2.TEMPORARY SEDIMENT TRAP: DRAINAGE AREA = 0.89 AC REQUIRED VOLUME = 134 CY/AC X 0.899 ACRES = 118 CY VOLUME PROVIDED = 156 CY 3.TEMPORARY SEDIMENT/DEWATERING BASIN 3: DRAINAGE AREA = 2.51 AC REQUIRED VOLUME = 134 CY/AC X 2.51 ACRES = 337 CY VOLUME PROVIDED = 471 CY SOIL TEST DATA A.A GEOTECHNICAL STUDY FOR THE PHASE III VILLAGE APARTMENTS HAS BEEN COMPLETED INCLUDING SOIL BORINGS AND TEST PITS. TEST PIT LOCATIONS ARE PROVIDED ON SHEET 3- SURVEY AND EXISTING CONDITIONS PLAN AND TEST PIT LOGS ARE PROVIDED IN THE GEOTECHNICAL STUDY PREPARED BY WELTI GEOTECHNICAL, PC DATED OCTOBER 26, 2020. B.ADDITIONAL TEST PITS WERE COMPLETED BY LOUREIRO ENGINEERING ASSOCIATES ON DECEMBER 3, 2020 AND TEST PIT LOGS FOLLOW: TH- 1A 0 - 12”TOPSOIL 12” - 24”LIGHT BROWN SILTY FINE SAND 24” - 138” BANDED BROWN/RED/GREY SAND, GRAVEL & COBBLE NO MOTTLING WATER AT 138” NO LEDGE TH- 6A 0 - 8”TOPSOIL 8” - 14”LIGHT BROWN SILTY FINE SAND 14” - 48” GREY SILT LENSE 48”- 78”GREY MEDIUM TO COARSE SAND & GRAVEL 78”- 126”GREY FINE TO MEDIUM SAND NO MOTTLING NO WATER BOULDERS AT 126” TH- 6B 0 - 12”TOPSOIL 12” - 24”LIGHT BROWN/GREY SILTY FINE SAND 24” - 138” BANDED BROWN/RED/GREY MEDIUM- COARSE SAND, GRAVEL & COBBLE NO MOTTLING NO WATER NO LEDGE TH- 13A 0 - 8”TOPSOIL 8” - 24”LT BROWN SILTY FINE SAND 24” - 72” GREY MEDIUM TO COARSE SAND, GRAVEL, ROCK & BOULDERS NO MOTTLING NO WATER LEDGE @ 72” TH- 13B 0 - 8”TOPSOIL 6” - 60”LT BROWN SILTY FINE SAND 60” - 126” GREY FINE TO MEDIUM SAND & TRACE GRAVEL NO MOTTLING NO WATER TH- 18A 0 - 3”TOPSOIL 3” - 126”LT BROWN SILTY FINE TO COARSE SAND, GRAVEL, COBBLES & ROCK NO MOTTLING NO WATER BOULDERS AT 126” TH- 18B 0 - 3”TOPSOIL 3” - 40”LIGHT BROWN SILTY FINE SAND & GRAVEL- FILL 40” - 72”LIGHT BROWN SILTY FINE SAND 72” - 156”BROWN MEDIUM TO COARSE SAND, GRAVEL & COBBLE NO MOTTLING WATER AT 150” NO LEDGE ZONING DATA TABLE ZONE DISTRICT R-20-M (RESIDENTIAL MULTIFAMILY) & ROUTE 32 OVERLAY ZONE (OZ) ITEM REQUIRED/ALLOWED PROVIDED MINIMUM LOT AREA 20,000 SF 523,700 SF MINIMUM LOT FRONTAGE 80 FT 175± FT MINIMUM FRONT YARD 50 FT 51 FT / 92 FT MINIMUM SIDE YARD 15 FT N/A MINIMUM REAR YARD 30 FT 175 FT MAX BUILDING HEIGHT 60 FT 54.8 FT (SEE SITE NOTE 6) DWELLING UNIT DENSITY 1 UNIT PER 2,420 SF (SEE SITE NOTE 5) 1 UNIT PER 2,447 SF (SEE SITE NOTE 5) PARKING SPACES 257 (SEE SITE NOTE 8) 356 (SEE SITE NOTE 8) WATER SUPPLY/SANITARY SEWER ---MUNICIPAL IRON P I P E (FOUN D )XJEROME ROADBIT DRIVE 36" CMPCONCRETE MONCONC MON36" RCPBIT CURBBIT CURB IRON PI P E CUT CR O S SAPPROXIMATE EDGE SWAMP S W A M P WELL WELLBROOKREMAINS OF OLD W I R E F E N C E S 71 ° 5 1' 2 6" W 2 2 5. 3 6' TO C O N C R E T E M O N (TIE L I N E O N L Y)BROOKUNDERG R O U N D FUEL TA N K F I L L E R CONC W A L K ST ST ST ST ST OVERH E A D W I R E S ( T Y P ) ( S E E N O T E 3 A )PER REF MAP 1AFOUNDPER REF . M A P 1 A PER REF MAP 1A BUILDI N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E 24.28' 18 38'228' 228'38'52.6'52.1'FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6 ,975 SF OVERHA N G ( T Y P ) MB BROOKROW OF WHITE PINESBIT WA L K 11 8 2 MONITO R WELLACCESS DR IVE O/H ELECO/H TEL BIT CU R B (NO EASE M E N T O F R E C O R D F O U N D ) N/F TOWN OF MONTVILLE VOLUME 36, PAGE 146N/F STANLEY P. WARD, JR. & ROSE MARY WARD VOLUME 222, PAGE 665 N/F HSUEH KUANG LIANG VOLUME 530, PAGE 557 N/F WALTER L. & LAUNA L. PRIGMORE VOLUME 534, PAGE 474 DRILL H O L E & CROSS P E R R E F MAP 1A N/F WALTER G. MOODY & MYRNA M. MOODY VOLUME 101, PAGE 3 N/F JOHN C. MORIARTY VOLUME 653, PAGE 401 DRILL HOLE & CROSS PER REF MAP 1A N/F I. CLIFTON BACHELEDER VOLUME 290, PAGE 432 DRILL HOLE & CROSS FOUND CONCR E T E MONUM E N T PER RE F M A P 1 A CONCR E T E M O N U M E N T PER RE F M A P 1 A DRILL H O L E P E R REF MA P 1 A N/F ROBERT G. AUSTIN & JANNA L. AUSTIN VOLUME 274, PAGE 463N/F SEBASTIAN CATALANO & ELANA M. CATALANO VOLUME 304, PAGE 278 N/F DAVID W. LAGRAM VOLUME 618, PAGE 300 N/F CHARLES A. PALARDY & JEANNE B. PALARDY VOLUME 266, PAGE 507N/F MICHAEL A. GDULA & DENISE R. GDULA VOLUME 348, PAGE 90 BROK EN O F F CONC R E T EMONUMENT P ER R E F MA P 1 A WELL XN/F ANG LESSLIDA LAO VOLUME 633, PAGE 531 N/F EDMUND O. BRAGDON VOLUME 296, PAGE 882 N/F CONNECTICUT MULTIFAMILY EQUITIES II, LLC VOLUME 582, PAGE 1061 N/F ALLISON WISNEIWSKI VOLUME 541, PAGE 1070 VOLUME 568, PAGE 12 N/F MONTVILLE CENTER MALL LLC VOLUME 598, PAGE 150 N/F DENISE GILBRIDE VOLUME 558, PAGE 512 CL&P 7140CL&P 7141 WELL OVER H E A D U TI LI TI E S OVE R H E A D U TILITI E S SHED SHED HOUSE WATER FAUCET SEE NO T E 3 N GRAVEL DRIVEWAY BITUMINOUS DRIVEWAY IRON P I P E ( F O U N D ) IRON P I P E I N CONCR E T E (NOT U S E D ) MERESTON E (FOUND) IRON P I N (FOUN D ) AREA O F E N C R O A C H M E N T VACANT PARCEL R20-M ZONEC1 ZONER20 ZONEC1 ZONE(DEED - ABOUT 207 FEET FROM PIPE)W W APPROX I M A T E W A T E R L I N E - N O T F I E L D V E R I F I E D UNDERGROUN D UTILITY LINELOCATI ON N OT K N O WN SEE N OTE 3 K CEMENT BOUND (NOT FOUND) CEMEN T B O U N D (NOT F O U N D ) CONNE C T I C U T HIGHW A Y DEPAR T M E N T MONUM E N T (NOT R E C O V E R E D ) 276.00 ' FIRE DEPT CONNECTION WF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33 WF34 767575 7 6 75757778 787980868788899091 82838485 100 101 102 103 104 105 106 107 108 109 95 90 851051009590 1001011021031041051051068580107 859 0 9 5 100 1 0 5 9 0 9510 0 8 5 80 80 81 79 7895 8789909192 SANITARY MANHOLE TF=75.28 INV=66.58 10"(W-E) SANITARY MANHOLE TF=76.24 INV=67.47 10" (W-E) CATCH BASIN (CL) TF=75.98 INV=72.08 15"CMP(E) INV=72.08 15"CMP(W) INV=72.38 ?(NE) CATCH BASIN (CL) TF=74.84 INV=72.14 15"CMP(W) INV=SILTED IN (E) CATCH BASIN (CL) TF=75.47 INV=INACCESSIBLE WATER @72.87 CATCH BASIN (CL) TF=74.74 INV=72.59 15"CMP(W) INV=72.34 12"(NE) CATCH BASIN (CL) TF=74.71 INV=72.71 12"CMP(SW) HELTCO 3295 HELTCO 3294 CL&P 3296 7777 77787982858078 7969 FIRM ZONE AE FIRM ZONE X (OUTSIDE 0.2%) F IRM ZON E X (W ITH IN 0 .2% )FIRM ZONE AEFIRM ZONE X (WITHIN 0.2%)FIRM ZONE X (OUTSIDE 0.2%)50' 50'R20 ZONER20-M ZONER20-M ZONER20 ZONER20 ZONE R20-M ZONE R20-M ZONER20 ZONEGOV DRILL H O L E & C R O S S PER R E F M A P 1 A DRILL H O L E PER R E F M A P 1 A STONE MON PER REF MAP 1 A TWO ROD (33.0') WIDE RIGHT OF WAY TO MAPLE AVENUE OVERGROWN WITH TREES SEE NOTE 3.F DRILL HOLE PER REF MAP 1 AREMAINS OFWIRE FENCEREMAINS OF O L D WIRE FENCE STONE MON P E R REF MAP 1A STONE MON PER REF M A P 1 A CONCRETE MONUMENT PER REF MAP 1A CONCRETE MONUMENT PER REF MAP 1A RIGH T S T O ING R E S S O R EGR E S S SEE N O T E 3. B CONC M O N P E R REF MAP 1 A APPROXIMATE LOCATION OF WATER MAIN PER REF MAP 1A. NO RECORD OF EASEMENT FOUND. CONC MON FOUND NO RIGHT TO INGRESS OR EGRESS FOUND ON RECORD CUT C R O S S FOUND CUT CROSS PER REF MAP 1A CUT CROSS PER REF MAP 1A SEPTIC TANK COVER? INV=67.07 36"RCP INV=71.68 36"RCP SPLIT R A I L FENCE CONC MON FN D FENCED I N S A N I T A R Y SYSTEM P U M P S T A T I O N APPROXIMATE LOCATION OF ABANDONED WATER MAIN FORMERLY SERVING BUILDINGS ON PARCEL 1 (PER REF MAP 1A) BLOCK PUMP HOUSE & WELL ELECPANELSNET3533 SNET 3532 SNET 2196 SNET 2196S SNET 3531 BITUM I N O U S DUMPS T E R AREA U/G SE C U R I T Y CONDU I T CONC P A D W / OVERH A N G ( T Y P ) 31 CONCRETE COVER30'30'CATCH BASIN (CL) TF=76.00 INV (W)=74.69 8"HDPE 81.03 xFF POLE R=324.31' Δ=16°52'13" L=95.49' C=95.15' CB=S 56°15'51" W R=324.31' Δ=22°54'57" L=129.71' C=128.85' CB=N 36°22'17" E 6 4 .85 'N 3 7 °01 ' 5 3 " WN 13°55'16" W 151.50'S 69°2 0' 1 4 " W 6 6 . 7 7 ' S 69°4 3 ' 0 6 " W 2 0 5 . 9 3' S 69°1 4 ' 2 0 " W 1 8 8 . 6 3 ' S 78°05'05 " W 1 0 9 . 9 2 ' S 69°1 4 ' 3 1 " W 1 2 7 . 2 1 ' N 88°14'34" W 101.45' N 5 2 ° 2 2 ' 4 9 " W 1 0 0 . 6 0 'N 34°10 '44 " W 173 . 68 'N 10°06'04" W 148.64'N 03°08'19" W 126.67'N 84°13'21" E16.86'N 36°09'11" E 111.31'N 54 ° 2 2' 0 1" E 5 8. 0 4' N 61°23'56" E 56.64' N 55°07'26" E 26.64' N 63° 5 5' 5 1 " E 66.45' N 83°38'06" E 142. 7 0 ' N 79°36'21" E 2 7 4 . 1 2 ' N 81°15'01" E 1 6 2 . 7 8 ' S 80°08'51" W 33.56' N 80°50'11" E 64.41'N 04°44'44" W 128.08'S 03°44'19" E 205.70'N 85°15'25" E 279.04'S 01°16'27" E 252.92'37.94' S 68°3 3' 2 0 " W S 09°06'27" E 205.83' (TO CENTERLINE OF WALL)BOXWIREFENCEEDGE O F P A V E M E N T NOTE: E N C R O A C H M E N T CUT CR O S S A T R E M A I N S OF CHI S E L E D C R O S S F N D CONC MON (BROKEN) FOUND CONC MON (BROKEN) FOUND YARDDRAINTF=79.70 CONCRETE BLOCK WALL CATCH BASIN (CL) TF=76.78 INV (N)=76.98 4"HDPE INV(S)=75.28 6"HDPE INV (W)=74.59 8"HDPE CONC PAD x 77.79 SILL CONC RAMP & STEPS CONC PAD/ AC UNIT 6" CLEANOUT TRANSFORMER PAD CATCH BASIN (C) TF=80.37 INV (S)=78.07 12"HDPE CATCH BASIN (C) TF=77.72 INV (N)=75.40 12"HDPE INV(W)=75.32 12"HDPE 777574737272 7475 74 7 5 7 6 7776 77 79 7 9 8080 81 82 80817 9 8281 78 7877 78797 8 CONC PAD/ AC UNIT BIT WALKBIT WALK SHED 4" PVC INV=79.00 INV=79.00 CONC RAMP & WALK BIT WALK IRRIGATION CONTROL STORMCEPTOR TF=77.59 WEIR=73.60 (DEED - ABOUT 185 FEET TO PIPE)N 10°24'30" W 186.22'AT&T4078 MAILBOXES BIT CURBTOTAL AREA= (ALL 3 PARCELS) 523,707 SF M/L 12.02 AC M/L SEE NOTE 3L SEE NOTE 3.G & MAP REF D N/F VILLAGE APARTMENTS, LLC VOLUME 650, PAGE 706 N/F VILLAGE APARTMENTS, LLC VOLUME 515, PAGE 149 JEROME A V E N U E GRASS BUILDING BITUMINOUS PAVEMENT 77 77 77 76GRAVEL DRIVEWAY BENCH MARK NAIL SET IN BASE OF 24" TREE ELEVATION = 79.97 (NAVD88)(GNSS) BENCH MARK NAIL SET IN UTILITY POLE HELTCO 3_9_ ELEVATION = 76.11 (NAVD88)(GNSS) BENCH MARK NAIL SET IN UTILITY POLE CL&P 7140 ELEVATION = 78.21 (NAVD88)(GNSS) W W W WWC CCEEXX EXISTING 8" SANITARY SEWER APPROXIMATE LOCATION OF SANITARY SEWER W W W W 8" WATER M A I N EXISTING 8" WATER MAIN WBENCH MARK FLANGE BOLT OF HYDRANT PAINTED YELLOW ELEVATION = 81.03 (NAVD88)(GNSS) STORM MANHOLE TF=77.57 INV(E)=72.67 15"HDPE INV(W)=72.57 15"HDPE FLARED END INV=72.14 (15"HDPE) TP 6A TP 6B TP 6 TP 7 TP 4 TP 3 TP 2 TP 1 TP 1A TP 9 TP 8 TP 12 TP 11 TP 10TP 16 TP 13B TP 13 TP 13A TP 14 TP 15 TP 17 TP 18A TP 18 TP 18B TP 19 15' 15' 15'50' 15' BUILDING SE T B A C K L I N E BUILDI N G S E T B A C K L I N E BUILDING SETBACK LINEBRICK L I G H T POST CHAIN LINK FENCE (TYP) EDGE OF PA V E M E N T MAILBOX BARWAY BARWAY BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING SHED BUILDING BUILDING 1 1 2 8 19 APPROXIMATE LOCATION OF WATER SERVICE EXISTING 8" WATER MAIN CONC PAD & FENCE 10" SANIT A R Y S E W E R 12' WIDE ACCESS EASEMENT SEE NOTE 3M BITUMINOUS DRIVEWAYNORWICH - NEW LONDON TURNPIKE (CONNECTICUT ROUTE 32)CL&P 7139 MAIL BOX76 SCALE IN FEET 020 20 40 60 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2019Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.04PROPERTY SURVEY AND EXISTING CONDITIONS PLANPROPERTY OF VILLAGE APARTMENTS, LLC82 JEROME ROAD AND 232 ROUTE 32AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUEUNCASVILLE - MONTVILLE, CONNECTICUT88VA9.011" = 40'JDH3/11/2021JDH3/11/20211IWC AND PZC SUBMISSION11/15/2021JDH3 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\SURVEYS\FIELD 2019.DWG Tab: 24X36 Saved: 1/5/2022 4:17 PM Plotted: 1/6/2022 9:11 AMMATCH LINEMATCH LINE XJEROME ROADWELL WELL BUILDI N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6 ,975 SFACCESS DR IVE O/H ELECO/H TEL WELL XWELL OVER H E A D U TI LI TI E S OVE R H E A D U TI LI TI E S SHED SHED HOUSE WATER FAUCET R20-M ZONEC1 ZONER20 ZONEC1 ZONEFIRE DEPT CONNECTION WF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33 WF34 767575 7 6 75757778 787980868788899091 82838485 100 101 102 103 104 105 106 107 108 109 95 90 851051009590 1001011021031041051051068580107 859 0 9 5 100 1 0 5 9 0 9510 0 8 5 80 80 81 79 7895 8789909192 7777 77787982858078 79R20 ZONER20-M ZONER20-M ZONER20 ZONER20 ZONE R20-M ZONE R20-M ZONER20 ZONEGOV ELECPANEL U/G SE C U R I T Y CONDU I T CONCRETE COVER30'30'81.03 xFF x 77.79 SILL 777574737272 7475 74 7 5 7 6 7776 77 79 7 9 8080 81 82 80817 9 8281 78 7877 78797 8 CONC RAMP & WALK BIT WALK JEROME A V E N U E 77 77 77 76GRAVEL DRIVEWAY BENCH MARK NAIL SET IN BASE OF 24" TREE ELEVATION = 79.97 (NAVD88)(GNSS) BENCH MARK NAIL SET IN UTILITY POLE HELTCO 3_9_ ELEVATION = 76.11 (NAVD88)(GNSS) BENCH MARK NAIL SET IN UTILITY POLE CL&P 7140 ELEVATION = 78.21 (NAVD88)(GNSS) W W W WWC CCEEXX W W W W 8" WATER M A I N EXISTING 8" WATER MAIN WBENCH MARK FLANGE BOLT OF HYDRANT PAINTED YELLOW ELEVATION = 81.03 (NAVD88)(GNSS)15' 15' 15'50' 15' BUILDING SE T B A C K L I N E BUILDI N G S E T B A C K L I N E BUILDING SETBACK LINE1 1 2 8 19 APPROXIMATE LOCATION OF WATER SERVICE EXISTING 8" WATER MAIN CONC PAD & FENCE SAWCUT LINE (TYP.) CATCH BASIN (TBR) SHED (TBR) WALL (TBR)(TBR) WALL TBR WALL (TBR) WALL (TBR) (TR) STORM PIPE & FLARED END (TBR) LIMIT OF WALK & CURB (TBR) LIMIT OF BIT. CURB (TBR) LIMIT OF CURB (TBR) (TBR) PORTION OF WATERLINE (TBR) HYDRANT (TBR) SANITARY SEWER PIPE (TBR) CUT & CAP FORCE MAIN LIMIT OF CURB (TBR) TREE (TBR) CONFIRM FORCE MAIN CONNECTION LOCATION AND CUT AND CAP FORCE MAIN AS REQUIRED FORCE MAIN (ABANDON IN PLACE) PUMP STATION AND FENCE (TBR) CATCH BASIN (TBR) MAIL BOXES (TBRL) (TBR)(TBR)(TBR) (TBR) POSSIBLE SEPTIC SYSTEM (TBR) POSSIBLE UNDERGROUND UTILITY LINE (TBR) 6" CLEANOUT (TR) CONCRETE BLOCK WALL (TR) LIMIT OF PAVEMENT AND CURB (TBR) POSSIBLE SEPTIC SYSTEM (TBR) (TBR) STORM PIPE (TBR) STORM PIPE (TBR) STORM MANHOLE (TR) ABANDON IN PLACE (TYP) CHAIN LINK FENCE (TR) LIMIT OF WALK (TBR) UTILITY POLE AND BENCHMARK (TBRL) APPROX. LOCATION JUNK CAR (TBR) (TBR) (TR) (TR) SCALE IN FEET 0 40 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2019Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.05DEMOLITION PLANVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.011" = 40'BJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM4 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\BASE DEMOLITION PLAN.DWG Tab: DEMO PLAN Saved: 1/6/2022 8:57 AM Plotted: 1/6/2022 9:12 AM XJEROME ROADBIT DRIVEBIT CURBBIT CURBAPPROXIMATE EDGE SWAMP S W A M PBROOK BROOKUNDERG R O U N D FUEL TA N K F I L L E R CONC W A L K ST ST ST ST ST OVERH E A D W I R E S ( T Y P ) ( S E E N O T E 3 A ) BUILDI N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E 24.28' 18 38'228' 228'38'52.6'52.1'FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6 ,975 SF OVERHA N G ( T Y P ) MB BROOKROW OF WHITE PINESBIT WA L K 11 8 2 MONITO R WELLO/H ELECO/H TEL BIT CU R BX GRAVEL DRIVEWAY BITUMINOUS DRIVEWAY R20-M ZONEC1 ZONER20 ZONEC1 ZONEFIRE DEPT CONNECTION WF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33 WF34 767575 7 6 75757778 787980868788899091 82838485 100 101 102 103 104 105 106 107 108 109 95 90 851051009590 1001011021031041051051068580107 859 0 9 5 100 1 0 5 9 0 9510 0 8 5 80 80 81 79 7895 8789909192 SANITARY MANHOLE TF=75.28 INV=66.58 10"(W-E) SANITARY MANHOLE TF=76.24 INV=67.47 10" (W-E)7777 77787982858078 7969 FIRM ZONE AE FIRM ZONE X (OUTSIDE 0.2%) F IRM ZON E X (W ITH IN 0 .2% )FIRM ZONE AEFIRM ZONE X (WITHIN 0.2%)FIRM ZONE X (OUTSIDE 0.2%)50' 50'R20 ZONER20-M ZONER20-M ZONER20 ZONER20 ZONE R20-M ZONE R20-M ZONER20 ZONEGOV SPLIT R A I L FENCE ELECPANEL BITUM I N O U S DUMPS T E R AREA U/G SE C U R I T Y CONDU I T CONC P A D W / OVERH A N G ( T Y P ) 3130'30'81.03 xFF CONCRETE BLOCK WALL CONC PAD x 77.79 SILL CONC RAMP & STEPS CONC PAD/ AC UNIT 6" CLEANOUT TRANSFORMER PAD 777574737272 7475 74 7 5 7 6 7776 77 79 7 9 8080 81 82 80817 9 8281 78 7877 78797 8 CONC PAD/ AC UNIT BIT WALKBIT WALK SHED IRRIGATION CONTROL MAILBOXES BIT CURBJEROME A V E N U E GRASS BUILDING BITUMINOUS PAVEMENT 77 77 77 76NAIL SET IN BASE OF 24" TREE ELEVATION = 79.97 (NAVD88)(GNSS) NAIL SET IN UTILITY POLE HELTCO 3_9_ ELEVATION = 76.11 (NAVD88)(GNSS) NAIL SET IN UTILITY POLE CL&P 7140 ELEVATION = 78.21 (NAVD88)(GNSS) C CCEE8" WATER M A I N 15' 15' 15'50' 15' BUILDING SE T B A C K L I N E BUILDI N G S E T B A C K L I N E BUILDING SETBACK LINEBRICK L I G H T POST CHAIN LINK FENCE (TYP) EDGE OF PA V E M E N T MAILBOX BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING SHED BUILDING BUILDING APPROXIMATE LOCATION OF WATER SERVICE 10" SANIT A R Y S E W E R BITUMINOUS DRIVEWAY BUILDING A 44 UNITS BASEMENT SLAB FFE = 82.5 1ST FLOOR FFE = 92.0 11 7 12 5 12 82 SPACES 9 912 13 9 4 158 SPACES 7 11 10 8 46 SPACES BUILDING C 58 UNITS 1ST FLOOR FFE = 85.0 2ND FLOOR FFE = 94.5 12 10 5 5 7 7 7 6 5 12 10 5 5 12 7 6 7 7 NEW RETAINING WALL 1 NEW RETAINING WALL 2 30'9' TYP.18'24' TYP.18' TYP.24' TYP.9' TYP.24' TYP.24' TYP. 1 - 6" STEP NEW TYPE 1 CURB RAMP (TYP) 6' (TYP) 9' TYP. 5 - 6" STEPS WITH HANDRAILS LIMITS OF CLEARING (TYP) TYPE 4A CURB RAMP R=9R = 5 (T Y P ) R = 3 R=3NEW 19'X20' CONC. PAD WITH 10'X18' DUMPSTER ENCLOSURE NEW 19'X38' CONC. PAD WITH 10'X36' DUMPSTER ENCLOSURE 20' 38'R=10R=8 R=3 R=8R=4 R= 8R=4R=8R=4 R= 8R=4R=8R=4 R= 1 8 R = 3 R=3R=4 R=25 R = 4 R=562 R=502 R=585 R=645 R=544 R=52 0 R=502R=502 R=562 R=585 R=25R=2 5R=25R= 2 5 R=50R=15R=3R=418'18'18'R = 1 0 R=10R=10R = 3 R=3R=4.5R = 4 R=4 R=65 R = 6 5 R=488R=488R=470R=470R=428R=428R=488R=428R=428R=488NEW BIT. CONC. WALK (TYP) NEW BIT. CONC. CURB (TYP) NEW BIT. CONC. PAVEMENT (TYP) 18'6'18'24' NEW 12" PAINTED STOP BAR AND 'STOP' SIGN NEW ACCESSIBLE SIGNS (TYP) 6 - 6" STEPS WITH HANDRAILS 6 - 6" STEPS WITH HANDRAILS 3 - 6" STEPS WITH HANDRAILS NEW 64' 8" PVC S=0.0056 BLDG SEWER INV=±70.71 VERIFY IN FIELD SEE SHEET 2 UTILITY NOTE 7 NEW 29' 6" PVC S=0.011 NEW DOGHOUSE SMH TF=75.0± INV=67.00± NEW 22 7 ' - 8 " P V C S= 0.0 1 2 0 NEW SMH TF=76.8± INV=70.02 NEW 293 ' - 8 " P V C S = 0 . 0 0 5 6 NEW SMH; TF=82.8 8" INV. IN=70.55 8" INV. OUT=70.55NEW 100 ' -8" PVC; S= 0.020 NEW 1 1 0 ' - 8 " P V C ; S = 0 . 0 2 0NEW 55' -8" PVC S= 0.013NEW 8 6' - 6 " P V C S= 0. 0 3 0 NEW 9 3 ' - 6 " P V C S= 0 . 0 1 0 NEW SMH TF=82.2 8" INV. IN=76.2 8" INV. OUT=76.1 NEW SMH TF=86.0 6" INV. IN (E)=79.9 (DROP) 6" INV. IN (W)=77.1 8" INV. OUT (S)=76.9 NEW 8 " W A T E R M A I N NEW 246' - 8" PVC S= 0.0056NEW HYDRANTNEW 8" WATER MAINNEW 8" WATER MAIN6" FP NEW 6" FP & 4" DWNEW SMH TF=79.5 8" INV. IN=68.55 (N) 8" INV. IN=68.38 (W) 8" INV. OUT=68.38 (S) NEW HYDRANT BLDG SEWER INV(4")=±73.23 VERIFY IN FIELD SEE SHEET 2 UTILITY NOTE 7 BLDG SEWER INV(4")=±73.23 VERIFY IN FIELD SEE SHEET 2 UTILITY NOTE 7 NEW 4" DW NEW 6" FP NEW 4" DW NEW 6" FP NEW 45° BEND W/ C/O NEW 45° BEND W/ C/O 6" INV.=78.0 6" INV.=82.5 NEW 45° BEND W/ C/O 6" INV.=76.7 NEW SMH TF=79.6 6" INV. IN (N)=76.6 (DROP) 8" INV. IN (W)=73.9 8" INV. OUT (E)=73.8 NEW 56' -6" PVC S= 0.020 NEW 1 6 2 ' - 8 " P V C ; S = 0 . 0 2 0 NEW SMH TF=74.0 8" INV. OUT=73.10 T T T NEW 6" FP NEW 8" TEE AND (3) GATE VALVES NEW 8" TEE AND (3) GATE VALVES NEW SMH TF=76.4± 8" INV=70.38 6" INV=70.38 NEW CONNECTION TO EXISTING 8" WATER MAIN 45° BEND R=10 R=10 R=3 NEW 12" PAINTED STOP BAR AND 'STOP' SIGN R=4NEW VAN ACCESSIBLE PARKING SPACE (TYP) NEW MAILBOXES RELOCATED MAILBOXES NEW MAILBOXES NEW 5' CONC. WALK (TYP) NEW 5' CONC. WALK (TYP) NEW BIT. CONC. WALK RELOCATED UTILITY POLE AND ESTABLISH NEW BENCHMARK NEW 12" PAINTED STOP BAR AND 'STOP' SIGN 24' MAIN BUILDING ENTRANCE MAIN BUILDING ENTRANCE MAIN BUILDING ENTRANCE BUILDING ENTRANCE BUILDING ENTRANCE R=4.5R=4R=3R=3 COVERED PORCH COVERED PORCH COVERED PORCH 18'18'24'18'18'24' 18' 18' 18' 24' 18' 24' 18'18'18'24'24'18'±6,667 SF OF OPEN SPACE ±72,454 SF OF OPEN SPACE 2 4 2 2 2 NEW TIMBER POST AND RAIL (TYP) NEW BIT. CONC. CURB (TYP) NEW BIT. CONC. PAVEMENT (TYP)XXXXXXNEW 10' DOUBLE SWING GATE 4' HIGH CHAIN LINK FENCE (TYP) NEW BIORETENTION BASIN. SEE GRADING AND DRAINAGE PLANXXX4' HIGH CHAIN LINK FENCE 4' HIGH CHAIN LINK FENCE WITH 10' WIDE VEHICLE GATE BUILDING B 58 UNITS 1ST FLOOR FFE = 94.0 2ND FLOOR FFE = 103.5 24 UNITS30 UNI T S NEW SIGN TO REPLACE EXISTING (SEE PROPOSED SIGN DETAIL ON THIS SHEET) SCALE IN FEET 0 40 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2019Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.06SITE LAYOUT AND UTILITIES PLANVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.011" = 40'BJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM5 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\BASE SITE.DWG Tab: SITE LAYOUT Saved: 1/5/2022 2:07 PM Plotted: 1/6/2022 9:12 AM3'-6" MIN.6'-10"5'-8"3'-0"712"4"BALL FINIAL SIGN LAYOUT, DIMENSIONS, COLOR AND CONTENT TO MATCH EXISTING SIGN LOCATED ON SITE. PROVIDE SS BRACKET SECUREMENT AT CORNERS, PAINTED TO MATCH POSTS - TYP PROVIDE SS HOOK AND EYE-HOOK SECUREMENT FOR REMOVABLE LEASING SIGN. SECUREMENTS PAINTED TO MATCH POSTS - TYP 10"2'-0" 1'-6" MIN. CONCRETE FOOTING - TYP 2'TEMPORARY LEASING SIGN COLOR AND CONTENT TO MATCH EXISTING SIGN LOCATED ON SITE. FINISHED GRADE PLAN ELEVATION ℄℄ 4'-11" PROPOSED SIGN DETAIL NOT TO SCALE XJEROME ROADBUILDI N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6 ,975 SFXWF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33 WF34 767575 7 6 75757778 787980868788899091 82838485 100 101 102 103 104 105 106 107 108 109 95 90 851051009590 1001011021031041051051068580107 859 0 9 5 100 1 0 5 9 0 9510 0 8 5 80 80 81 79 7895 8789909192 7777 77787982858078 7969 FIRM ZONE AE FIRM ZONE X (OUTSIDE 0.2%)FIRM ZON E X (W ITH IN 0 . 2% )FIRM ZONE AEFIRM ZONE X (WITHIN 0.2%)FIRM ZONE X (OUTSIDE 0.2%)50' 50'30'30'81.03 xFF x 77.79 SILL 777574737272 7475 74 7 5 7 6 7776 77 79 7 9 8080 81 82 80817 9 8281 78 7877 78797 8 JEROME A V E N U E 77 77 77 76NAIL SET IN BASE OF 24" TREE ELEVATION = 79.97 (NAVD88)(GNSS) NAIL SET IN UTILITY POLE HELTCO 3_9_ ELEVATION = 76.11 (NAVD88)(GNSS) NAIL SET IN UTILITY POLE CL&P 7140 ELEVATION = 78.21 (NAVD88)(GNSS) C CCEETP 6A TP 6B TP 6 TP 7 TP 4 TP 3 TP 2 TP 1 TP 1A TP 9 TP 8 TP 12 TP 11 TP 10TP 16 TP 13B TP 13 TP 13A TP 14 TP 15 TP 17 TP 18A TP 18 TP 18B TP 19 15' 15' 15'50' 15' BUILDING SE T B A C K L I N E BUILDI N G S E T B A C K L I N E BUILDING SETBACK LINEBUILDING A 44 UNITS BASEMENT SLAB FFE = 82.5 1ST FLOOR FFE = 92.0 BUILDING C 58 UNITS 1ST FLOOR FFE = 85.0 2ND FLOOR FFE = 94.5 NEW RETAINING WALL 1 NEW RETAINING WALL 2 XXXXXXXXXBUILDING B 58 UNITS 1ST FLOOR FFE = 94.0 2ND FLOOR FFE = 103.5 24 UNITS30 UNI T S T T T3%2%82.63 84.54%93.59 TOC 93.09 BOC 93.70 TOC 93.20 BOC 1.1%1.5%91.59 TOC 91.09 BOC 91.31 1.97%1.97%2%93.50 91.18 TOC 90.68 BOC90.83 TOC 90.33 BOC 90.2 TOC 89.7 BOC 91.72 TOC 91.27 BOC 5%5%8%79.36 79.47 84.84 TOC 84.34 BOC 83.62 83.191.38% 1.5% 84.0 84.58 82.580.88 TOC 80.38 BOC 93.50 87.58 87.58 85.5 84.581.5 76.14 78.72 78.15 75.76 78.8181.6 CB16 DMH3 CB7 CB2 CB1 YD1 CB5 CB10 CB11 CB9 CB14 DB2 DMH4 LIMITS OF CLEARING (TYP) EXIST. DMH EXIST. CB 91.00 RL-C CB12 YD3 ICS #5 ICS #6 DMH2 CB6 CB4CB33%3%3%83.75 84.0 A'ACB8 ICS #3 CONTECH CDS #3 OCS #3 (SEE BASIN OUTLET CONTROL STRUCTURE DETAIL) OUTLET#2 BIORETENTION BASIN BOTTOM OF BASIN =72.0 SEE SHEET 11 FOR SECTION CONTECH CDS #5 CONTECH CDS #1 (SEE DETAIL SHEET FOR STRUCTURE TABLE) UNDERGROUND DETENTION/INFILTRATION SYSTEM #1 OCS #4 OCS #2 UNDERGROUND DETENTION/INFILTRATION SYSTEM #3 DMH1 OUTLET#1 CONTECH CDS #2 CB15 CONTECH CDS #6 UNDERGROUND DETENTION/INFILTRATION SYSTEM #2 INLET CONTROL STRUCTURE (ICS) #1 (SEE DETAIL SHEET FOR STRUCTURE TABLE) OUTLET CONTROL STRUCTURE (OCS) #1 (SEE DETAIL SHEET FOR STRUCTURE TABLE) ICS #2 ICS #4 CB13 YD2 RL-A 12" INV.=78.0 RL-B 10" INV.=82.5 RL-C 10" INV.=76.7 ISOLATOR ROW (TYP) MANIFOLD WITH STUBS (TYP; SEE UNDERGROUND DETENTION/ INFILTRATION SYSTEM DETAIL) 12" MODIFIED RIPRAP DB1 OUTLET#3 CONTECH CDS #4 NEW 6" PERFORATED SCH 40 PVC S=0.005 FT/FT MIN. UNDERDRAIN (TYP) CB1778808272 808284867 9 747576 767580 808189 89 92 88 87 86 85 84 9 3 92 1028280 7 988106 104 102 100 98 96 9493 95 97 99 101 103 105 107 808 8 8 9 9 0 9 1 9 2 9 3 94 828380939091 9596979899 10192939483 82 757 676757 8 77 747673747978 7284 817983 83 82 81 83 82 81 79 91 9291 90 91 90 90 82 8183 8079 807979 818284 848383 83858687 80 84 81 80 81807980 79 7 8 78 76 7 7 7778 777 7 7 6 7 8 7677 7 976748179777573 798183858790 7580787674728279777573718170899896 94929084 85 8786 8 8 9170 71100 101 97 9 5 9 3 74767573 71 72 7 8 70 8987858381 88868482 NEW C/O 6" INV.=87.5 NEW 296' - 6" PVC S=0.005 FT/FT 6" INV.=76.1 NEW C/O 6" INV. =86.5 6" INV. =82.85 NEW 6" SCH 40 PVC FOUNDATION DRAIN S=0.005 FT/FT MIN. 6" INV.=79.0 6" INV.=77.2 NEW 6" SCH 40 PVC FOUNDATION DRAIN S=0.005 FT/FT MIN. 6" INV.=87.0 6" INV. =90.5 NEW 6" SCH 40 PVC FOUNDATION DRAIN S=0.005 FT/FT MIN. 6" INV.=81.5 6" INV.=92.5 110' - 6" PVC S=0.018 FT/FT 6" INV.=90.0 PIPE TABLE STRUCTURES LENGTH (FT)MATERIAL PIPE SIZE SLOPE (FT/FT) YD1 - DMH1 186 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 DMH1 - CDS #1 18 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.005 CDS #1 - ICS1 10 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.018 CB1 - CDS #1 119 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.020 CDS #2 - ICS2 39 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB2 - CDS #2 19 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.008 OCS1 - OUTLET#1 125 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.016 CB3-CB4 19 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB4-CB5 96 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.018 YD2 - CB5 12 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB5 - CB6 19 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB6 - CDS #3 11 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CDS #3 - OUTLET#2 15 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 OCS #3 - EXIST. CB 71 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB7 - CB8 71 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB8 - CDS #4 21 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.005 CDS #4 - ICS3 10 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.009 CB9 - CB10 235 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.011 DB1 - CB11 32 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.010 CB10 - CB11 45 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.011 DB2 - CB10 35 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.005 CORRUGATED HDPE STRUCTURE TABLE STRUCTURE ID STRUCTURE TYPE TOP OF FRAME INVERT YD1 YARD DRAIN 77.9 76.4(OUT)12" DMH1 DRAIN MANHOLE 78.0 75.47(IN)12" 74.97(OUT)18" CB1 TYPE 'CL' CB 81.85 78.75(IN)6" 77.76(OUT)12" CB2 TYPE 'C' DOUBLE GRATE CB TYPE I 80.0 76.50(OUT)12" OUTLET#1 FLARED END SECTION W/ RIPRAP APRON -72.0 (12") YD2 YARD DRAIN 73.8 72.30(OUT)12" CB3 TYPE 'C' DOUBLE GRATE CB TYPE I 77.1 74.1(IN)12" 74.1(OUT)12" CB4 TYPE 'C' DOUBLE GRATE CB TYPE I 77.1 74.0(IN)12" 74.0(OUT)12" CB5 TYPE 'C' DOUBLE GRATE CB TYPE I 75.1 72.24(IN; N)12" 72.24(IN; E)12" 72.24(OUT)12" CB6 TYPE 'C' DOUBLE GRATE CB TYPE I 75.1 72.14(IN)12" 72.14(OUT)12" OUTLET#2 FLARED END SECTION W/ RIPRAP APRON -72.0 (12") EXIST. CB TYPE 'CL' CB 74.84 72.14(IN; NEW)12" 72.14(EXIST.; W)15" SILTED(EXIST.; E) CB7 TYPE 'CL' DOUBLE GRATE CB TYPE II 78.6 74.66(OUT)12" CB8 TYPE 'CL' DOUBLE GRATE CB TYPE I 77.36 74.3(IN)12" 73.8(OUT)18" CB9 TYPE 'CL' CB 89.1 85.90(OUT)12" DB1 NYLOPLAST DRAIN BASIN 86.0 81.96(IN)10" 81.79(OUT)12" CB10 TYPE 'C' DOUBLE GRATE CB TYPE I 88.2 77.76(IN; W)15" 83.35(IN; N)12" 77.76(OUT)15" CB11 TYPE 'C' DOUBLE GRATE CB TYPE I 88.1 81.47(IN; E)12" 77.25(IN; W)15" 77.0(OUT; S)18" DB2 NYLOPLAST DRAIN BASIN 86.0 77.94(IN)12" 77.94(OUT)15" CB12 TYPE 'C' DOUBLE GRATE CB TYPE I 81.9 78.4(OUT)12" CB13 TYPE 'C' DOUBLE GRATE CB TYPE I 82.65 78.2(IN; W)12" 75.75(IN; N)18" 75.75(OUT)18" YD3 YARD DRAIN 82.5 79.0(OUT)10" CB14 TYPE 'CL' CB 78.6 75.6(IN)10" 74.71(IN)18" 74.42(OUT)18" DMH2 DRAIN MANHOLE 79.6 76.12(IN)10" 74.17(IN)18" 73.67(OUT)24" DMH3 DRAIN MANHOLE 81.4 72.39(IN)15" 72.39(OUT)15" DMH4 DRAIN MANHOLE 81.4 72.21(IN)15" 72.21(OUT)15" EXIST. DMH DRAIN MANHOLE 77.05 (LOWER FRAME) 72.57(OUT; MATCH EXISTING)15" CB15 TYPE 'C' DOUBLE GRATE CB TYPE II 75.76 72.70(OUT)12" CB16 TYPE 'CL' CB 76.85 73.35(OUT)12" CB17 TYPE 'CL' CB 78.35 71.76(IN;E)15" 71.00(IN;N)18" 70.50(OUT)24" OUTLET#3 FLARED END SECTION W/ RIPRAP APRON -69.90 (24") PIPE TABLE STRUCTURES LENGTH (FT)MATERIAL PIPE SIZE SLOPE (FT/FT) SMOOTH INTERIOR CB11 - CB13 83 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.015 CB12 - CB13 40 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB13 - CB14 69 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.015 YD3 - CB14 62 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.055 CB14 - DMH2 25 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.010 DMH2 - CDS #5 94 CORRUGATED HDPE SMOOTH INTERIOR 24"S=0.005 CDS #5 - ICS4 39 CORRUGATED HDPE SMOOTH INTERIOR 24"S=0.005 OCS2 - DMH3 121 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.005 DMH3 - DMH4 35 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.005 DMH4 - CB17 95 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.005 CB15 - CDS #6 93 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB16 - CDS #6 88 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CDS #6- ICS5 6 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.013 EXIST. DMH- ICS6 32 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.005 OCS4- CB17 12 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.008 CB17 - OUTLET #3 120 CORRUGATED HDPE SMOOTH INTERIOR 24"S=0.005 RL-A - ROOF COLLECTOR 6 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.010 RL-B - ROOF COLLECTOR 18 CORRUGATED HDPE SMOOTH INTERIOR 10"S=0.030 RL-C - ROOF COLLECTOR 29 CORRUGATED HDPE SMOOTH INTERIOR 10"S=0.020 SCALE IN FEET 0 40 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2019Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.07GRADING & DRAINAGE PLANVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.011" = 40'BJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM6 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\BASE GRADING & DRAINAGE.DWG Tab: GRADING & DRAINAGE Saved: 1/5/2022 2:07 PM Plotted: 1/6/2022 9:12 AM XJEROME ROADBUILDI N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6 ,975 SFXWF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33 WF34 767575 7 6 75757778 787980868788899091 82838485 100 101 102 103 104 105 106 107 108 109 95 90 851051009590 1001011021031041051051068580107 859 0 9 5 100 1 0 5 9 0 9510 0 8 5 80 80 81 79 7895 8789909192 7777 77787982858078 7969 FIRM ZONE AE FIRM ZONE X (OUTSIDE 0.2%) F IRM ZON E X (W ITH IN 0 .2% )FIRM ZONE AEFIRM ZONE X (WITHIN 0.2%)FIRM ZONE X (OUTSIDE 0.2%)50' 50'777574737272 7475 74 7 5 7 6 7776 77 79 7 9 8080 81 82 80817 9 8281 78 7877 78797 8 JEROME A V E N U E 77 77 77 76W W W WWC CCEEW W W W WBUILDING A 44 UNITS BASEMENT SLAB FFE = 82.5 1ST FLOOR FFE = 92.0 BUILDING C 58 UNITS 1ST FLOOR FFE = 85.0 2ND FLOOR FFE = 94.5 NEW RETAINING WALL 1 NEW RETAINING WALL 2 XXXXXXXXXBUILDING B 58 UNITS 1ST FLOOR FFE = 94.0 2ND FLOOR FFE = 103.5 24 UNITS30 UNI T S LIMITS OF CLEARING (TYP)XXXXXXXXXXXWORK ZONE 2 7475777375 7476 7576777879808082 82 83 85 86 88 90 92 929088868480 8886848280798 0807 8 7 6 7 4646668707171717071706868707271827271 83 85797 8 WORK ZONE 1 B-14 B-15 B-16 B-13 B-12 B-11 B-9 B-10 C-18 C-17 C-19 C-20 C-21 C-22 C-23 C-24 A-7 A-8 A-6 A-4 A-5 B-15 A-1 A-2 3 2 1 4 5 XXXPERMANENT 71' - 12" HDPE EXISTING CATCH BASIN TEMPORARY 15" HDPE RISER INV. OUT=72.5 TEMPORARY 15" HDPE OUTLET RISER AND 12" HDPE PIPE TEMPORARY SEDIMENT BASIN NO. 2 TEMPORARY SEDIMENT BASIN NO. 1 TEMPORARY 15" HDPE OUTLET RISER AND 12" HDPE PIPE TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY OFFICE TRAILER CONSTRUCTION STAGING AREA TEMPORARY SILT FENCE TOPSOIL AND MATERIAL STOCKPILE AREA TEMPORARY SWALE TEMPORARY SEDIMENT TRAP 10' WIDE RIPRAP SPILLWAY TEMPORARY SEDIMENT/ DEWATERING BASIN TEMPORARY CONSTRUCTION ACCESS (TYP) APPROXIMATE LIMITS OF EXCAVATION APPROXIMATE LOCATION OF LEDGE CUT TEMPORARY 10" HDPE PIPE TEMPORARY SWALE HIGH POINT TEMPORARY CONSTRUCTION ACCESS SEE TABLE FOR APPROXIMATE LEDGE ELEVATIONS TEMPORARY SCREENED CONSTRUCTION FENCE TEMPORARY COMPOST WATTLE TEMPORARY SILT FENCE SCALE IN FEET 0 40 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2019Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.08EROSION & SEDIMENT CONTROLINTERIM GRADING PLANVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.011" = 40'BJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM7 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\BASE E&SC PLAN.DWG Tab: E&SC PLAN Saved: 1/6/2022 9:02 AM Plotted: 1/6/2022 9:13 AMLEDGE ELEVATION TABLE 1 2 3 4 5 97' 96' 95' 94' 96' NOTES 1.REFER TO SHEET 2 FOR EROSION AND SEDMIENTATION (E&S) CONTROL PLAN NARRATIVE. XROADBUILDI N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6 ,975 SFXWF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33 WF34 767575 7 6 75757778 787980868788899091 82838485 100 101 102 103 104 105 106 107 108 109 95 90 851051009590 1001011021031041051051068580107 859 0 9 5 100 1 0 5 9 0 9510 0 8 5 80 80 81 79 7895 8789909192 7777 77787982858078 7969 FIRM ZONE AE FIRM ZONE X (OUTSIDE 0.2%) F IRM ZON E X (W ITH IN 0 .2% )FIRM ZONE AEFIRM ZONE X (WITHIN 0.2%)FIRM ZONE X (OUTSIDE 0.2%)50' 50'777574737272 7475 74 7 5 7 6 7776 77 7 9 7 9 8080 81 82 80817 9 8281 78 7877 78797 8 JEROME A V E N U E 77 77 W W W WWC CCEEW W W W BUILDING A 44 UNITS BASEMENT SLAB FFE = 82.5 1ST FLOOR FFE = 92.0 BUILDING C 58 UNITS 1ST FLOOR FFE = 85.0 2ND FLOOR FFE = 94.5 NEW RETAINING WALL 1 NEW RETAINING WALL 2 XXXXXXXXXBUILDING B 58 UNITS 1ST FLOOR FFE = 94.0 2ND FLOOR FFE = 103.5 24 UNITS30 UNI T S LIMITS OF CLEARING (TYP)78808272808284867 9 747576 767580 808189 89 92 88 87 86 85 84 9 3 92 1028280 7 988106 104 102 100 98 96 9493 95 97 99 101 103 105 107 808 8 8 9 9 0 9 1 9 2 9 3 94 828380939091 9596979899 10192939483 82 757 6767578 77 747673747978 7284 817983 83 82 81 83 82 81 79 91 9291 90 91 90 90 82 8183 8079 807979 818284 848383 83858687 80 84 81 80 81807980 79 7 8 78 76 7 7 7778 777 7 7 6 7 8 7677 7 976748179777573 798183858790 7580787674728279777573718170899896 94929084 85 8786 8 8 9170 71100 101 97 95 93 74767573 71 72 7 8 70 8987858381 88868482 SEED BASIN & SWALE WITH EROSION CONTROL/RESTORATION MIX; INSTALL HERBS PER LIST INSTALL (25) JUNCUS EFFUSUS AT EACH OUTLET. (6) IG & (3) VD (3) PV & (3) SD (3) MP, (3) AC & (3) IV (6) SL (3) AC, (3) IV & (3) MP (12) SL & (6) CL (6) SL, (6) SC & (3) CL (3) IG & (3) VD INSTALL (25) JUNCUS EFFUSUS AT EACH OUTLET AND SEED SWALE WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX. SEED PERIMETER OF BASIN, SWALE AND DISTURBED SOIL WITH "NO MOW" LAWN SEED MIX. (4) AR (2) CF (3) AR (1) CF (4) QB & (4) NS (6) MP, (6) CEA & (6) DL SEED WITH NEW ENGLAND CONSERVATION WILDLIFE MIX REMOVE INVASIVE PLANTS FROM LIMITS OF DISTURBANCE (3) QB & (3) NS (4) PT (5) LT INSTALL (25) JUNCUS EFFUSUS & SEED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX AT OUTLET. REMOVE JUNK & DEBRIS FROM UPLAND REVIEW AREA AND WETLAND EDGE (1) AR SCALE IN FEET 0 40 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2019Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.09WETLAND MITIGATION &STORMWATER BASIN PLANTING PLANVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.011" = 40'BJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM8 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\WETLAND MITIGATION PLAN.DWG Tab: WETLAND MITIGATION Saved: 1/5/2022 2:09 PM Plotted: 1/6/2022 9:13 AMPLANT NOTES: 1.A PRE-CONSTRUCTION MEETING SHALL BE CONDUCTED INCLUDING SITE CONTRACTOR, LANDSCAPE CONTRACTOR, AND THE PROJECT WETLAND SCIENTIST TO COORDINATE INVASIVE REMOVAL WITH GRADING AND CONSTRUCTION SEQUENCE. 2.INVASIVE NON-NATIVE PLANT SPECIES IN UPLAND REVIEW AREAS OF ACTIVITY SHALL BE IDENTIFIED AND TAGGED BY THE PROJECT WETLAND SCIENTIST AND ERADICATED OR REMOVED. 3.HERBICIDE APPLICATION SHALL BE PERFORMED BY A LICENSED PROFESSIONAL. 4.A MARKER DYE SHALL BE ADDED TO ANY HERBICIDES USED FOR SELECTIVE INVASIVE PLANT REMOVAL. 5.DISPOSAL OF INVASIVE PLANT MATERIAL SHALL COMPLY WITH CT DEEP “GUIDELINES FOR DISPOSAL OF TERRESTRIAL INVASIVE PLANTS” HTTP://CIPWG.UCONN.EDU/WP-CONTENT/UPLOADS/SITES/244/2014/01/INVASIVEPLANTDISPOSAL_2014-01-23 . SUCH MATERIAL MAY BE CHIPPED AND COMPOSTED ON SITE IF DONE PRIOR TO FLOWERING. IF AFTER FLOWERING SHALL BE DISPOSED OF OFF SITE BY BEING BAGGED, TRANSPORTED SECURELY, AND INCINERATED. 6.AT LIMIT OF DISTURBANCE PROTECT EXISTING NATIVE TREES TO THE EXTENT FEASIBLE. USE ORANGE CONSTRUCTION FENCING OR EQUIVALENT AS NEEDED. 7.TOPSOIL, COMPOST, AND MULCH SHALL BE FREE FROM COMMON MUGWORT (ARTEMISIA VULGARIS), PURPLE LOOSESTRIFE (LYTHRUM SALICARIA), COMMON REED (PHRAGMITES AUSTRALIS), OR REED CANARYGRASS (PHALARIS ARUNDINACEA). 8.PRIOR TO SEEDING, TOPSOIL AND AMENDMENTS SHALL BE TESTED FOR FERTILITY & PH. DO NOT ADD LIME OR FERTILIZER UNLESS SOIL TESTING INDICATES A DEFICIENCY. 9.BIO FILTRATION SOIL MIX SHALL CONSIST OF 50-60% SAND, 20-30% TOPSOIL, AND 20-30% WEED FREE LEAF COMPOST OR EQUIVALENT. 10.BASIN SOIL MIX SHALL HAVE A MINIMUM PERMEABILITY OF 1”/HOUR DOCUMENTED BY A SOIL PERMEABILITY TEST. 11.BIO FILTRATION SOIL MIX SHALL BE PLACED 18” DEEP IN STORMWATER BASIN BOTTOM. 12.BASIN SLOPES AND SWALE SHALL BE AMENDED WITH 6” OF TOPSOIL. 13.COMPACTION OF BASIN AREA, SWALE, AND REQUIRED BACKFILL SHALL BE MINIMIZED TO THE MAXIMUM EXTENT FEASIBLE BY THE USE OF EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, OR WIDE TRACK EQUIPMENT. 14.IF COMPACTION DOES OCCUR IN BASIN & SWALE, THE COMPACTED ZONE SHALL BE TILLED TO REFRACTURE AT LEAST 12” OF NATURAL SOIL BEFORE BACKFILLED WITH SOIL MIX. 15.WHEN BACKFILLING BASIN, PLACE SOIL IN LIFTS OF 12-18” AND USE LIGHT EQUIPMENT ONLY WHEN GRADING WITHIN THE BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN. 16.ALLOW SOIL MIXTURE TO SETTLE NATURALLY THROUGH RAIN EVENTS OR PRESOAK AFTER PLACEMENT. 17.PLANT TREES, HERBS, AND SHRUBS AS SPECIFIED. 18.IF SOIL IN TREE PLANTING HOLE IS COMPACTED, RE-FRACTURE TO PROMOTE DRAINAGE. AMEND SOIL WITH AGED COMPOST AS NEEDED. BACKFILL AND WATER TO ALLOW SOIL TO SETTLE. 19.MULCH TREES WITH 2-4” OF BARK MULCH OR EQUIVALENT TO A MINIMUM RADIUS OF 18”. FOR TREE HEALTH, KEEP ALL MULCH MATERIAL AWAY FROM THE TRUNK. ALLOW THE ROOT FLARE (WHERE THE TRUNK MEETS THE SOIL) TO SHOW. THE ROOT FLARE IS AT OR NEAR THE GROUND LINE AND IS IDENTIFIABLE AS A MARKED SWELLING OF THE TREE'S TRUNK WHERE ROOTS BEGIN TO EXTEND OUTWARD. 20.MULCH TREES AND SHRUBS WITH BARK MULCH OR EQUIVALENT. DO NOT RENEW UNLESS DIRECTED BY PROJECT LANDSCAPE ARCHITECT OR WETLAND SCIENTIST. DO NOT MULCH SHRUBS PLANTED IN THE BASINS. DO NOT SEED MULCHED TREES AND SHRUBS. 21.INSTALL HERBS IN BASIN BOTTOM AND SWALE AT AN AVERAGE DENSITY OF APPROX. 3' O.C. IN NATURAL GROUPINGS. 22.SEED BASIN, OUTLET AREA, AND DRAINAGE SWALE WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX (FOR MOIST SITES) AT 1 LB/1250 S.F. 23.SEED UPLAND REVIEW AREAS AND DISTURBED UPLAND SOILS WITH NEW ENGLAND ROADSIDE MATRIX UPLAND MIX AT 1 LB/1250SQ FT OR NEW ENGLAND CONSERVATION/WILDLIFE MIX AS SPECIFIED. 24.SEED DISTURBED SOILS AT EDGE OF PAVEMENT AND AREAS TO BE MOWED WITH AN ECOLOGICAL SEED MIX SUCH AS NO MOW LAWN SEED MIX FROM PRAIRIENURSERY.COM. 25.PLANT AT LEAST ONE MALE WINTERBERRY IN THE BACKGROUND OF EACH WINTERBERRY GROUPING AT A RATIO OF APPROXIMATELY 1 MALE PER 5 FEMALE. 26.PROTECT TREES AND SHRUBS WITH DEER REPELLANT OR EQUIVALENT UNTIL ESTABLISHED. WETLAND MITIGATION & STORMWATER BASIN PLANT LIST SCIENTIFIC NAME COMMON NAME QUANTITY SIZE ROOT TREES AR Acer rubrum Red Maple 8 6'Cont CF Cornus florida Flowering Dogwood 3 6-8' HT Cont NS Nyssa sylvatica Black Gum 7 4-6'Cont QB Quercus bicolor Swamp White Oak 7 4-6'Cont LT Liriodendron tulipifera Tulip Tree 5 4-6'Cont PT Populus tremuloides Quacking Aspen 4 6-8' HT Cont PV Prunus virginiana Chokecherry 3 4-6'Cont SHRUBS Ac Amelanchier canadensis Shadblow 6 3-4'Cont CEA Ceanothus americana New Jersey Tea 6 3-4'Cont CO Cephalanthus occidentalis Buttonbush 6 3-4'Cont CL Clethra alnifolia Sweet Pepperbush 9 3-4'Cont CA Cornus amomum Silky Dogwood 6 3-4'Cont DL Diervilla lonicera Northern Bush Honeysuckle 6 18-24"Cont IG Ilex glabra Inkberry 9 3-4'Cont IV Ilex verticillata (female)Winterberry 5 3-4'Cont IVM Ilex verticillata (male)Winterberry 1 3-4'Cont Mp Morella pensylvanica Northern Bayberry 12 18-24"Cont SC Sambucus canadensis Common Elderberry 6 3-4'Cont SD Salix discolor Pussy Willow 3 3-4'Cont SL Spiraea latifolia Meadowsweet 24 3-4'Cont VD Viburnum dentatum Arrowwood 6 3-4'Cont HERBS Asclepias incarnata Swamp Milkweed 100 2" Plugs - Asclepias tuberosa Butterfly Weed 50 2" Plugs - Aster novae-angliae New England Aster 50 2" Plugs - Eupatorium maculatum Spotted Joe-pye Weed 50 2" Plugs - Juncus effusus Soft Rush 100 2" Plugs - Iris versicolor Blue Flag 50 2" Plugs - Lobelia cardinalis Cardinal Flower 50 2" Plugs - Monarda fistulosa Wild Bergamot 50 2" Plugs - Rudbeckia laciniata Cut-leaf Coneflower 50 2" Plugs - Vernonia noveboracensis Ironweed 50 2" Plugs - Zizia aurea Golden Alexanders 50 2" Plugs - SEED MIXES: 1.NEW ENGLAND ROADSIDE MATRIX UPLAND MIX A.APPLICATION RATE: 1 LB/1250 SQ. FT. B.NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR MOIST SITES C.APPLICATION RATE: 1 LB/1250 SQ. FT. 2.NEW ENGLAND CONSERVATION/WILDLIFE MIX (BASIN & SWALE SLOPES AND DISTURBED UPLAND SOILS) A.APPLICATION RATE: 1 LB/1750 SQ. FT. B.SEED MIXES ARE AVAILABLE FROM NEW ENGLAND WETLAND PLANTS, INC (NEWP.COM) 3."NO MOW" LAWN MIX (PERIMETER OF BASIN & SWALE) A.6 FESTUCA SPP. FINE FESCUES B.APPLICATION RATE: 5 LB./100SQ.FT. C.AVAILABLE FROM PRAIRIENURSERY.COM 4.NEW ENGLAND SEMI-SHADE GRASS AND FORBS MIX A.APPLICATION RATE: 1 LB/1450 SQ. FT. B.NEW ENGLAND CONSERVATION/WILDLIFE MIX C.APPLICATION RATE: 1 LB/1750 SQ. FT. D.SEED MIXES ARE AVAILABLE FROM NEW ENGLAND WETLAND PLANTS, INC (NEWP.COM) 5."NO MOW" LAWN MIX (AREAS TO BE MOWED) A.6 FESTUCA SPP. FINE FESCUES B.APPLICATION RATE: 5 LB./100SQ.FT. C.AVAILABLE FROM PRAIRIENURSERY.COM DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2020Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.10DETAILSVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.01NOT TO SCALEBJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM9 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\DETAILS.DWG Tab: DETAILS 1 Saved: 1/6/2022 9:05 AM Plotted: 1/6/2022 9:13 AMSIGNAGE / BOLLARD NOT TO SCALE 18" 42" 42" 18" DIA. CONCRETE FOOTING BITUMINOUS PAVEMENT 8" DIA. SCHEDULE 40 GALVANIZED/ PAINTED (YELLOW) STEEL PIPE CONCRETE FILLED 60" 1" 4" 4" 1" 4" 8" 3" * NO PRECAST BUMPER * NO SEPARATE SIGNAGE FINED A MIN. $116 VIOLATORS WILL BE 18" 12" SEE PLAN WHERE APPLICABLE, WHITE BORDER AND LETTERS BLUE BACKGROUND SOLID ACCESSIBLE VAN PARKING REQUIRED STATE PERMIT HANDICAPPED 18" 12" LETTERING AND GRAPHICS BACKGROUND, WHITE BLUE REFLECTIVE REQUIRED STATE PERMIT LOADING ZONE PASSENGER NO PARKING HIGH INTENSITY REFLECTIVE TAPE WHITE COLOR MOUNT SIGN WITH TAMPER PROOF HARDWARE 1-17/32"3-1/8" ROLLED HIGH TENSILE STEEL WITH 3/8" DIAMETER HOLES SPACED 1" ON CENTER 1-1/4" SECTION A-A CHANNEL POST GALVANIZED FLANGED AA COMPACTED BANK RUN GRAVEL 0.125 ALUMINUM PANEL STATE OF ACCESSIBLE PARKING SIGN CONNECTICUT APPROVED DIRECTIONAL AND TRAFFIC SIGN NOT TO SCALE (12" SQ) CONCRETE BASE BACKFILL GRADE CHANNEL POST ENAMEL FLANGED GREEN BAKED A A GREEN BAKED ENAMEL FLANGED CHANNEL POST MOUNT SIGN WITH TAMPER PROOF HARDWARE SECTION A-A 1-1/4" SPACED 1" ON CENTER WITH 3/8" DIAMETER HOLES ROLLED HIGH TENSILE STEEL 12"6"60"18"3-1/8"1-17/32"REFLECTIVE LETTERING SIGN PER PLAN NEW ENGINEER GRADE .080 ALUMINUM SIGN CURB PAVEMENT OUTERMOST EDGE OF SIGN MAY NOT PROTRUDE PAST THE BACK FACE OF CURB NOTE: SIGN MUST BE INSTALLED PERPENDICULAR TO TRAVEL LANE 36" MAX DIRECTIONAL SIGN 1-1/2 SF MAX EDGE OF CONC. CURB (FLUSH TO PAVEMENT) 4" WIDE WHITE STRIPES INTERIOR STRIPING @ 45° (TYP) PAINTED HANDICAP PARKING LOGO (TYP) 4" WIDE WHITE STRIPE (TYP). 8'8'10'5' VAN ACCESSIBLE 18' CAR ACCESSIBLE PARKING SPACE DETAIL NOT TO SCALE 8'8' VAN ACCESSIBLE CURB RAMPS NOT TO SCALE TYPE 1 0.9" MIN. TO 1.4" MAX. 0.45" MIN. TO 0.9" MAX. 0.2" 1.8" MIN TO 2.4" MAX 0.65" MIN DOME SECTION DOME SPACING DETECTABLE WARNING STRIP NOT TO SCALE GENERAL NOTES: 1.MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE SIDEWALK RAMP OR ACCESSIBLE ROUTE SHOULD NOT EXCEED 20:1. 2.CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND ABRUPT GRADE CHANGES. 3.ALL ADA (AMERICAN DISABILITY ACT) CONCRETE RAMPS SHALL BE CONSTRUCTED OF CLASS "C" CONCRETE AND SHALL MEET ALL THE REQUIRED TECHNICAL AND MATERIAL SPECIFICATIONS AS SPECIFIED WITHIN THE STATE OF CONNECTICUT STANDARD SPECIFICATION FORM 816 AS AMENDED. 4.ALL RAMP SURFACES SHALL BE TREATED WITH A STIFF BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. 5.AS PER FEDERAL AND STATE REGULATIONS, DETECTABLE DOMED WARNING PADS MEASURING A STANDARD 2-FEET BY 4-FEET SHALL BE INSTALLED WITHIN EACH RAMP. 6.THE PAD COLOR SHALL BE GRAY UNLESS OTHERWISE INSTRUCTED. NO SURFACE GLUING OF THE PAD TO THE CONCRETE RAMP WILL BE ALLOWED. ALL PADS ARE TO BE ATTACHED WITH THE PROPER HARDWARE. PLACE EDGE OF RAMP 6-INCHES FROM THE EDGE OF THE ROAD. 7.TO ALLOW FOR EASE OF WHEELCHAIR TRAVEL, PLACE PAD IN THE LONGITUDE DIRECTION SO AS TO INTERFERE WITH THE WIDTH OF THE WHEELS ON A WHEELCHAIR. 8.CONCRETE SHALL BE USED IN THE TRANSITION SECTIONS TO EACH RAMP. NO STONE CURBING IS REQUIRED. THE EDGE OF THE RAMP SHALL MATCH EVENLY WITH THE EDGE OF PAVEMENT. NO "RISE" BETWEEN THE RAMP AND PAVEMENT WILL BE ALLOWED. THE CONTRACTOR WILL BE MADE RESPONSIBLE TO MAKE ALL THE NECESSARY CORRECTION. 9.ALL ADA RAMPS ARE TO HAVE SLOPE OF 12:1. 10.ALL RAMPS TO BE CONSTRUCTED WITH 6'x6' WELDED WITE MESH REINFORCING. 12' NOT TO SCALE S=1/4"/FT NEW BITUMINOUS 6" LOAM AND SEED 12' CONCRETE LIP CURB (BCLC) (SEE DETAIL) * POSSIBLE LEDGE OR SUITABLE SOIL24" MIN8" MINIMUM ROLLED GRAVEL BASE (GRAVEL BASE MAY BE INCREASED DEPENDING ON FIELD CONDITIONS) 4" PROCESSED AGGREGATED BASE 112" BITUMINOUS CONCRETE SURFACE COURSE (CLASS 2) 21 2" BITUMINOUS CONCRETE BINDER COURSE (CLASS 1) TYPICAL ROAD SECTION BITUMINOUS CONCRETE CURB 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE 2-1/2" BITUMINOUS CONCRETE BASE COURSE 6" AGGREGATE STABILIZED COURSE 10" MINIMUM PROCESSED GRAVEL BASE NOTES: 1. ALL VERTICAL EDGES OF REMAINING PAVEMENT SHALL BE PAINTED WITH A LIGHT COAT OF ASPHALT EMULSION. 2. AFTER FINAL PAVEMENT JOINTS SHALL BE SEALED WITH 85/100 ASPHALT OR APPROVED EQUAL. EXISTING PAVEMENT UNDISTURBEDUNDISTURBED EXISTING PAVEMENT 18"18" SAWCUT EXISTING PAVEMENT A MINIMUM OF 18" FROM THE EXISTING EDGE OF PAVEMENT NOT TO SCALE PERMANENT PAVEMENT REPLACEMENT TACK COAT 1/2"/FT PITCH (TO REMAIN AFTER PAVING) WITH A PRESERVATIVE 1"x3" FURRING STRIP TREATED CLASS 2 BITUMINOUS CONCRETE BCLC EXISTING 2" COMPACTED THICKNESS NOT TO SCALE BITUMINOUS CONCRETE SIDEWALK SECTION TRASH ENCLOSURE SIDE AND REAR ELEVATION NOT TO SCALE TRASH ENCLOSURE SECTION A-A NOT TO SCALE TRASH ENCLOSURE FRONT ELEVATION NOT TO SCALE TYPE 4A 2" CRUSHED TRAPROCK SECTION OF TIMBER RAIL COMPACTED BACKFILL SECTION OF POST NOT TO SCALE 1'-0" MIN. 3" 2'-4" TIMBER POST AND RAIL (3" DEPTH) COMPACTED BACKFILL SUBGRADE LANDSCAPE FABRIC YELLOW PINE PRESSURE TREATED SOUTHERN 2" CRUSHED TRAPROCK 6" TOP VIEW OF POST 4 x 8 RAIL 8 x 8 POST 1" CHAMFER 8X8 POST NOT TO SCALE 1" CHAMFER 3X8 WOOD RAIL NOT TO SCALE 1'-0" MIN. 8'-0" O.C. SUBGRADE 2'-8" 5'-0" 8" 8 x 8 POST MORTISE 3 x 8 RAIL SECTION OF MORTISE & TENON NOT TO SCALE 8" CHAIN LINK FENCE NOT TO SCALE4'18' MIN. LENGTH OF TOP RAIL 10' MIN. BI-PARTING VEHICLE GATE 10' MAX. CENTER TO CENTER HORIZONTAL BRACE DIAGONA L BRACE 36"6" TYP.12"NOTES: 1.CONCRETE ANCHOR/BASE SHALL BE MIN. 3000 PSI. CAST-IN-PLACE 2.PROVIDE HORIZONTAL AND DIAGONAL BRACING AT ALL CORNERS, PULL, TERMINAL AND GATE POSTS. 3.POST SHALL BE SPACE AT A MAXIUM OF 10'-0'. NOTE: PROFESSIONAL ENGINEER. COMPLETED BY A CT REGISTERED RETAINING WALL DESIGN SHALL BE FINISH GRADEVARIES MODULAR UNIT RETAINING WALL NOT TO SCALE 48" NOTES: 1.DUMPSTER PAD AND ENCLOSURE DIMENSIONS TO BE AS DEPICTED ON SITE LAYOUT AND UTILITIES PLAN. DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2020Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.11DETAILSVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.01NOT TO SCALEBJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM10 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\DETAILS.DWG Tab: DETAILS 2 Saved: 1/6/2022 9:05 AM Plotted: 1/6/2022 9:14 AMNOT TO SCALE STORM DRAIN TRENCH D = INSIDE DIAMETER OF PIPE COMPACTED GRAVEL FILL CONFORMING TO CT DOT SECTION M.02.01 PAVEMENT 3' MIN DEPTH OF COVER1' 8" MIN IN ROCK LOAM FINISHED GRADE C OF PIPEL W=D+(8" TO 24") DIAMETER (D) TYPE B GRAVEL TYPE C GRAVEL PIPE BEDDING MATERIAL WATER LINE TRENCH D=INSIDE DIAMETER OF PIPE 24" D TRENCH WIDTH = D + 3' SEWER PIPE 12" DETECTABLE WARNING TAPE DEPTH VARIES COMPACTED NATIVE GLACIAL TILL MATERIAL COMPACTED PROCESSED GRAVEL AGGREGATE PRESHAPE BEDDING TO FIT PIPE CONTOUR FILTER FABRIC (CONTINUOUS ALONG TOP OF STONE LAYER) 6" MINIMUM OVER EARTH 12" MINIMUM OVER ROCK TRENCH EXCAVATION PAY LIMITS EXISTING GRADE OR ROADWAY SECTION 18" NATIVE SILT LOAM SUBSOIL SANITARY SEWER TRENCH FINISHED GRADE 18" MAX NOT TO SCALE UNDER DRAIN3' MIN.AS SHOWN ON PLAN30" MIN. FILTER FABRIC MIRAFI 1405, PROPEX 4505 OR EQUAL 6" PERFORATED HDPE PIPE PITCH TOWARD OUTLET NO. 8 CRUSHED STONE (3/8") 3" MIN. EARTH 6" MIN. ROCK 6" MIN. OVERLAPDVERTICAL THRUST BLOCK 45° BEND 6"6" 4D SQUARE4D2 REQ'D PER BLOCK ENDS OF EACH BAR- FITTING W/90° BENDS ON BOTH #6 BAR BENT BENT AROUND PRIOR TO PLACING CONCRETE TO FIRM MATERIAL IMMEDIATELY TRENCH SHALL BE EXCAVATED NORMAL TRENCH HORIZONTAL THRUST BLOCK WIDTH3D4D D D D2D6" MIN CONCRETE THRUST BLOCKING ELECTRICAL LINE TRENCH NOT TO SCALE SEWER CLEANOUT DETAIL 8" 2' WIRE FABRIC 6" X 6" 10/10 WELDED CONCRETE PVC PIPE (TYP) 45° BENDS FINISHED GRADE PIPE AND CONCRETE FIBER PACKING BETWEEN MATCH PIPE CLEANOUT SLEEVE TO CAST IRON TOP SECTION NOT TO SCALE GRADE 6" PIPE 6" PIPE VALVE BOX 18" MINIMUM 6" MECHANICAL JOINT HYDRANT THRUST BLOCK (TYPICAL)6" WATER LINE VARIES (SEE PLAN)4'-6"6" MECHANICAL JOINT GATE VALVEMINIMUM TYPICAL HYDRANT INSTALLATION FILTER FABRIC TO BE CATCH BASIN GRATE CONCRETE BLOCK INSTALLED UNDER CONCRETE BLOCK CATCH BASIN NOT TO SCALE SILTATION FABRIC INSTALLATION AT CATCH BASIN 6" M I N I M U M NOT TO SCALE FIL T E R F A B R I C 2" S T O N E 30' EDGE O F P A V E M E N T PUBLI C R O A D 60' TEMPORARY CONSTRUCTION ENTRANCE SEDIMENT FENCE HDPE OUTLET PIPE TEMPORARY OUTLET RISER WATER TIGHT HDPE RISER TOP OF PIPE ELEVATION PER PLANS 5' 2-1/2 (MIN.) 1 2-1/2 (MIN.) 1 6" UNDERDRAIN 1 NOT TO SCALE VARIES RIP RAP VARIESVARIES 12"RIP RAP SWALE FILTER FABRIC W2LaW1 NE W G R A D E NOT TO SCALE RIPRAP APRON 12" MODIFIED RIP RAP 6" PROCESSED GRAVEL CONCRETE FLARED END SECTION FILTER FABRIC HDPE PIPE HDPE TO CONCRETE PIPE CONNECTION (SEE DETAIL) RIPRAP APRON DIMENSIONS OUTLET W1 La W2 1 3'10'10' 2 3'10'10' 3 5'12'13' NOTE: IN ACCORDANCE WITH CT DOT DRAINAGE MANUAL SECTION 11.13 - OUTLET PROTECTION, ALL APRON STONE SHALL BE MODIFIED RIPRAP (DISCHARGE VELOCITY <8 FT/S)REINFORCED CONCRETE CULVERT ENDS FINISH GRADE NON-WOVEN TEXTILE TO BE WRAPPED AROUND CONNECTION CAST IN PLACE CONCRETE ENCASEMENT RCP PIPE CRUSHED STONE BEDDING TO SUPPORT CONCRETE COLLAR CAST IN PLACE CONCRETE ENCASEMENT NON-WOVEN TEXTILE TO BE WRAPPED AROUND CONNECTION A A NOT TO SCALE HDPE TO RCP CONNECTION (GEOTEXTILE WRAP) NOT TO SCALE SECTION A-A 4" MIN.TOP SOIL 2' X 2' NYLOPLAST ROAD & HIGHWAY GRATE 2' SUMPAS SPECIFIEDTHE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 24" Ø NOMINAL NOT TO SCALE NYLOPLAST DRAIN BASIN PLAN VIEW DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 23.93"23.93"5"3.20"22.75"22.75"13 X SLOT Ø 1.25 THRU PROFILE VIEW NOT TO SCALE 2' X 2' NYLOPLAST ROAD & HIGHWAY GRATE WOOD STAKES PLACED EVERY 20 FEET MIN. ALONG WATTLE WATTLE WATTLE (8-INCH DIA. MIN.) 2"X2" WOODEN STAKE AREA PROTECTED FROM SEDIMENTATION SURFACE RUNOFF FLOW DIRECTION CONSTRUCTION AREA CONSTRUCTION AREA 3" TO 4"12" +/-NOTE: IN GENERAL PLACE WATTLE PARRALLEL TO SLOPE CONTOURS. NOT TO SCALE COMPOST WATTLE TYP. 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 70 72 74 76 78 80 70 72 74 76 78 80 68 OUTLET #1 INV.=72.00 68 12" HDPE 3 1 18" SOIL MIX3"-3/8" PEA GRAVEL OVER 9"- 1/2" CRUSHED STONE NEW-BIORETENTION BASIN 31 4" TOP SOIL & SEED NEW GRADE EXISTING GRADE NEW OUTLET CONTROLSTRUCTURE #3(SEE DETAIL)TF=74.25ORIFICE 1 (4"Ø) INV. =73.50 ORIFICE 2 (4"Ø) INV. =72.50 15" OUTLET INV.=72.50 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2020Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.12DETAILSVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.01NOT TO SCALEBJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM11 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\DETAILS.DWG Tab: DETAILS 3 Saved: 1/6/2022 9:05 AM Plotted: 1/6/2022 9:14 AMNOT TO SCALE BIORETENTION BASIN OUTLET STRUCTURE (OCS #3) EMERGENCY OVERFLOW GRATE SEE PLAN VIEW 8"W X 8"L X 4'H CONCRETE BLOCKS INTEGRATED INTO OUTLET STRUCTURE AT ALL 4 CORNERS REINFORCED OUTLET STRUCTURE WITH 8" WALLS OUTLET PIPE ORIFICE NO. 1 ORIFICE NO. 2 1/2"Ø HOLES ABOVE BASE SPACED 12" O.C. 12" (TYP.)FOOTING #4 @ 12" O.C. 8" OF 12" CRUSHED STONE BEDDING 12" (TYP.)1'-3" LAP#4 @ 12" O.C. ORIFICES OUTLET PIPE 8"W X 8"L X 4'H CONCRETE BLOCKS INTEGRATED INTO OUTLET STRUCTURE AT ALL 4 CORNERS 4'-4"3'FOOTING12"12" 5'-4" 4' 8" NOT TO SCALE 12"Ø X 3-1/8" H4L HEADED STUD @ 12" O.C. STRUCTURAL ANGLE 3"X2"X12" EMBEDDED IN CONCRETE BLOCK AROUND PERIMETER OF GRATING AND GALVANIZED 5" 3" STRUCTURE ELEVATIONS (OCS #3) EMERGENCY OVERFLOW GRATE 74.75 ORIFICE NO. 1 INV. = 73.5 (4"Ø) ORIFICE NO. 2 INV. = 72.5 (4"Ø) OUTLET PIPE INV. = 72.5 (12"Ø) BOTTOM OF BASIN 72.0 SUMP 70.75 OUTLET TRASH RACK (SEE DETAIL) BOTTOM OF BASIN LOW LEVEL ORIFICE WALL W/ GALVANIZED CLIPS WIRE FABRIC, ATTACH TO 3/4" X 3/4" GRID GALVANIZED ELEV VARIES BOTTOM OF BASIN 18" TYP LAG BOLTS U CLAMP W/ EMBED 12" (MIN) & LAG BOLTS (12" O.C.) SEE OUTLET STRUCTURE DETAIL 24"± 12" CONC WEIR WALL 12"± U CLAMPS W/ LAG BOLTS ORIFICE OUTLETS NOT TO SCALE OUTLET TRASH RACK OUTLET ORIFICE SEE OUTLET STRUCTURE DETAIL INLINE CDS STANDARD DETAIL BCDEMANHOLE STRUCTURE I.D. VARIES (SEE TABLE) INLINE CDS STRUCTURE TABLE STRUCTURE ID SYSTEM MODEL MANHOLE I.D. DIMENSION 'A' DIMENSION 'B' DIMENSION 'C' DIMENSION 'D' DIMENSION 'E' CDS1, CDS4 CDS2020-5-C 60"1' - 9"2' - 0"5' - 3"2' - 7"4' - 0" CDS2, CDS3 CDS1515-3-C 36"1' - 4"2' - 0"4' - 2"1' - 8"4' - 0" CDS5 CDS3035-6-C 72"1' - 9"2' - 0"6' - 9"4' - 1"4' - 0" CDS6 CDS2015-4-C 48"1' - 9"2' - 0"4' - 6"2' - 0"4' - 0" A SCALE: 1"=10' SECTION A-A': BIORETENTION BASIN 30" PRECAST CONCRETE DRAINAGE MANHOLE NOT TO SCALE 1/2'' TYPE "C" CATCH BASIN DOUBLE GRATE - TYPE I B A B ASECTION SECTION PLAN TYPE "C-L" CATCH BASIN DOUBLE GRATE - TYPE II CORBEL TO GRADE WITH FULLY MORTARED SOLID CONCRETE BLOCK TYPE "C", "CL" OR "C-G" CATCH BASIN WITH SUMP NOT TO SCALE NOT TO SCALE YARD DRAIN DETAIL NOT TO SCALE FRAME AND GRATE FOR TYPE "C", "CL" OR "C-G" CATCH BASIN14"NOT TO SCALE NOT TO SCALE SANITARY SEWER MANHOLE SC-310/ SC-740 END CAP (6")(34") (16") (6") (18") (8')(24") (12")(12") (6") SC-740/310 CHAMBERS SHALL BE DESIGNED 550* *ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. FOR SC-740 CHAMBERS AND 400 LBS/IN/IN. FOR SC-310 CHAMBERS. SC-310/SC-740 CHAMBER SC-310/SC-740 END CAP NOTE: DIMENSIONS ARE STORMTECH SC-740 WITH SC-310 SHOWN IN PARENTHESIS. (5') (24") (12") (4') NOTE: DIMENSIONS ARE STORMTECH SC-740 WITH SC-310 SHOWN IN PARENTHESIS. (90.7")(85.4") (34.0"x16.0"x85.4") (14.7 FT3) (31.0 FT3) (75.0 LBS.) (34.0") (16.0") (45.9") (15.6") (9.9") NOTE: DIMENSIONS ARE STORMTECH SC-740 WITH SC-310 SHOWN IN PARENTHESIS.DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiroEngineering ●Construction ●EH&S ●EnergyWaste ● Facility Services● Laboratory©Loureiro Engineering Associates, Inc. All rights reserved 2020Loureiro Engineering Associates, Inc.100 Fort Hill Road● Groton, Connecticut 06340Phone: 860-448-0400 ● Fax: 860-448-0899An Employee Owned Company ● www.Loureiro.com19000079.13DETAILSVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.01NOT TO SCALEBJM3/11/2021PB3/11/20211IWC AND PZC SUBMISSION11/15/2021SMM12 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\DETAILS.DWG Tab: DETAILS 4 Saved: 1/6/2022 9:05 AM Plotted: 1/6/2022 9:15 AMSTORMTECH SC-740 & SC-310 ISOLATOR ROW DETAIL NOT TO SCALE STORMTECH SC-740 STUD LOCATION IN END CAPS NOT TO SCALE ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 & SC-310 CHAMBER SYSTEMS NOT TO SCALE STORMTECH SC-740 & SC-310 TECHNICAL SPECIFICATION NOT TO SCALE NOT TO SCALE UNDERGROUND DETENTION/INFILTRATION ELEVATION SUMMARY TABLE UNDERGROUND DETENTION/INFILTRATION ELEVATION SUMMARY TABLE STRUCTURE ID CHAMBER TYPE NUMBER OF CHAMBERS TOP OF STONE ELEV. TOP OF CHAMBER ELEV. BOTTOM OF CHAMBER ELEV. BOTTOM OF STONE ELEV. INLET MANIFOLD SIZE OUTLET MANIFOLD SIZE INLET STUB INVERT ELEV. OUTLET STUB INVERT ELEV. UNDERGROUND DETENTION/ INFILTRATION SYSTEM #1 SC-740 99 (IN 9 ROWS)76.5 76.0 73.5 73.0 15"X12"15"X12"73.6(12"Ø)73.6(12"Ø) UNDERGROUND DETENTION/ INFILTRATION SYSTEM #2 SC-740 234 (IN 18 ROWS)76.0 75.5 73.0 72.5 24"X12"24"X12"73.10(12"Ø)73.10(12"Ø) UNDERGROUND DETENTION/ INFILTRATION SYSTEM #3 SC-310 170 (IN 17 ROWS)72.83 72.33 71.0 70.5 15"X12"15"X12"71.08(12"Ø)71.08(12"Ø) PLAN VIEW SIDE VIEW OUTLET PIPE 1 OUTLET PIPE 2 WEIR MOUNTING ANGLES DETAIL OF MOUNTING WEIR PLATE TO INNER WALL OF STRUCTURE WEIR PLATE DETAIL 2"2" 6" 4.0'* 5.0'* 6"* 10" INLET PIPE ORIFICE/WEIR ELEV. C TOP OF PLATE ELEV. B OUTLET PIPE 2 INV. ELEV. F INLET PIPE INV. ELEV. D WEIR PLATE WEIR PLATE MOUNTING ANGLE (SEE DETAIL) NOTES: 1.STEEL REINFORCEMENT SHALL CONFORMS TO LATEST ASTM SPECIFICATIONS: ASTM A-615, GRADE 60 BLACK DEFORMED BARS ASTM A-185 WELDED WIRE FABRIC 0.12 SQ. IN./LINEAL FT. AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM 2.CONCRETE: Fc = 4,000 PSI @ 28 DAYS MINIMUM, TYPE III CEMENT 3.BUTYL RUBBER JOINT SEALANT PROVIDED CONFORMS TO ASTM C-990 AND FEDERAL SPEC SS-S-210A 4.ONE POUR MONOLITHIC BASE SECTION. WEIR MOUNTING ANGLES TF ELEV. A WEIR TOP OF PLATE ELEV. B WEIR PLATE ORIFICE/WEIR ELEV. C NOT TO SCALE OVERFLOW CONTROL STRUCTURE ELEVATION SUMMARY TABLE STRUCTURE ID TOP OF FRAME ELEV. A TOP OF WEIR PLATE ELEV. B LOW-FLOW ORIFICE/WEIR INVERT ELEV. C INLET PIPE INVERT ELEV. D OUTLET PIPE 1 INVERT ELEV. E OUTLET PIPE 2 INVERT ELEV. F ICS1 78.3 74.75 -74.70 (18"Ø)73.5 (24"Ø; ISOLATER ROW) 73.5 (15"Ø; INLET MANIFOLD) ICS2 80.3 74.75 -76.15 (12"Ø)73.5 (24"Ø; ISOLATER ROW) 73.5 (15"Ø; INLET MANIFOLD) ICS3 78.0 74.25 -73.65 (18"Ø)73.0 (24"Ø; ISOLATER ROW) 73.0 (24"Ø; INLET MANIFOLD) ICS4 81.7 74.25 -73.0 (24"Ø)73.0 (24"Ø; ISOLATER ROW) 73.0 (24"Ø; INLET MANIFOLD) ICS5 77.5 73.25 -71.90 (15"Ø)71.08 (12"Ø; ISOLATER ROW) 71.0 (15"Ø; INLET MANIFOLD) ICS6 77.2 73.25 -72.40 (15"Ø)71.08 (12"Ø; ISOLATER ROW) 71.0 (15"Ø; INLET MANIFOLD) OCS1 80.1 76.0 74.75 (4"Ø ORIFICE) 73.75 (4"Ø ORIFICE) 73.50(15"Ø; N) 73.60(12"Ø; E)-73.5 (12"Ø) OCS2 79.6 75.5 73.0 (8"Ø ORIFICE)73.0(24"Ø)-73.0 (15"Ø) OCS4 78.45 --71.0(15"Ø; E & W) 71.08(12"Ø; S)-71.1 (18"Ø) OUTLET PIPE 1 INV. ELEV. E INLET CONTROL STRUCTURE (ICS) AND OUTLET CONTROL STRUCTURE (OCS) (90.7")(85.4") STORMTECH SC-310 STUD LOCATION IN END CAPS NOT TO SCALE NOTE: *5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' AND 6' BASES. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. BUILDING A 44 UNITS BASEMENT SLAB FFE = 82.5 1ST FLOOR FFE = 92.0 BUILDING C 58 UNITS 1ST FLOOR FFE = 85.0 2ND FLOOR FFE = 94.5XBUILDING B 58 UNITS 1ST FLOOR FFE = 94.0 2ND FLOOR FFE = 103.5 24 UNITS 30 UN I T S A'AXJEROME ROADBUILD I N G 1 BUILDING 23 STORY WOOD FRAME 3 STOR Y W O O D F R A M E FLOOR A R E A = 8 , 7 5 9 S F FLOOR AREA = 6,975 SFO/H ELECO/H TEL N/F TOWN OF MONTVILLE VOLUME 36, PAGE 146N/F STANLEY P. WARD, JR. & ROSE MARY WARD VOLUME 222, PAGE 665 N/F HSUEH KUANG LIANG VOLUME 530, PAGE 557 N/F WALTER L. & LAUNA L. PRIGMORE VOLUME 534, PAGE 474 N/F WALTER G. MOODY & MYRNA M. MOODY VOLUME 101, PAGE 3 N/F JOHN C. MORIARTY VOLUME 653, PAGE 401 N/F I. CLIFTON BACHELEDER VOLUME 290, PAGE 432 N/F ROBERT G. AUSTIN & JANNA L. AUSTIN VOLUME 274, PAGE 463N/F SEBASTIAN CATALANO & ELANA M. CATALANO VOLUME 304, PAGE 278 N/F DAVID W. LAGRAM VOLUME 618, PAGE 300 N/F CHARLES A. PALARDY & JEANNE B. PALARDY VOLUME 266, PAGE 507N/F MICHAEL A. GDULA & DENISE R. GDULA VOLUME 348, PAGE 90X N/F ANG LESSLIDA LAO VOLUME 633, PAGE 531 N/F EDMUND O. BRAGDON VOLUME 296, PAGE 882 N/F CONNECTICUT MULTIFAMILY EQUITIES II, LLC VOLUME 582, PAGE 1061 N/F ALLISON WISNEIWSKI VOLUME 541, PAGE 1070 VOLUME 568, PAGE 12 N/F MONTVILLE CENTER MALL LLC VOLUME 598, PAGE 150 N/F DENISE GILBRIDE VOLUME 558, PAGE 512 VACANT PARCEL R20-M ZONEC1 ZONER20 ZONEC1 ZONEFIRE DEPT CONNECTION WF1X WF2X WF4X WF5X WF3X WF1 WF3 WF5 WF6 WF7 WF8 WF9 WF10 WF11WF12 WF13 WF14 WF15 WF16 WF17 WF18 WF19 WF20 WF21 WF22WF23 WF24 WF25 WF26 WF27WF28 WF29 WF30 WF31 WF32 WF33WF34 SANITARY MANHOLE TF=75.28 INV=66.58 10"(W-E) SANITARY MANHOLE TF=76.24 INV=67.47 10" (W-E) 69 FIRM ZONE AE FIRM ZONE X (OUTSIDE 0.2%) F IRM ZONE X (W I TH IN 0 .2% )FIRM ZONE AEFIRM ZONE X (WITHIN 0.2%)FIRM ZONE X (OUTSIDE 0.2%)R20 ZONER20-M ZONER20-M ZONER20 ZONER20 ZONE R20-M ZONE R20-M ZONER20 ZONEGOV ELECPANEL U/G SE C U R I T Y CONDU I T 81.03 xFF x 77.79 SILL 6" CLEANOUT N/F VILLAGE APARTMENTS, LLC VOLUME 650, PAGE 706 N/F VILLAGE APARTMENTS, LLC VOLUME 515, PAGE 149 JEROME A V E N U E C CCEE8" WATER M A I N APPROXIMATE LOCATION OF WATER SERVICE 10" SANITA R Y S E W E R LIMITS OF CLEARING (TYP) MULCH BED AT SIGN FOR SEASONAL PLANTINGS "LOW MOW" LAWN SEE SHEET 8 FOR WETLAND MITIGATION PLANTING AND STORMWATER BASIN PLANTING PLAN SEE WITH NEW ENGLAND EROSION CONSERVATION WILDLIFE MIX USE NATIVE BOULDERS EXCAVATED DURING CONSTRUCTION ACTIVITIES TO STABILIZE SLOPE. SEE SHEET 8 FOR WETLAND MITIGATION PLANTING AND STORMWATER BASIN PLANTING PLAN SEE SHEET 8 FOR WETLAND MITIGATION PLANTING AND STORMWATER BASIN PLANTING PLAN LAWN LAWNLAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN SCALE IN FEET 0 40 DESCRIPTION OF REVISIONREV.DATEAPPR.DRAWINGDRAWN BYDATEAPPROVED BYSCALECOMM. NO.PREPARED FOR:DATESTAMPSHEET NO. NO. OF SHEETSLoureiro ©Loureiro Engineering Associates, Inc. All rights reserved 2021100 Northwest Drive ●Plainville, Connecticut 06062Phone: 860-747-6181 ●Fax: 860-747-8822An Employee Owned Company ● www.Loureiro.comSTUDIOATLANDSCAPE ARCHITECTURE SITE PLANNING●19000079.14SITE PLANTING PLANVILLAGE APARTMENTS - PHASE IIIVILLAGE APARTMENTS LLC AND CONNECTICUT MULTIFAMILY EQUITIES II, LLC15 JEROME AVENUE, 82 JEROME ROAD AND 232 ROUTE 32, UNCASVILLE - MONTVILLE, CT1099 NORTH STREET, WHITE PLAINS, NY 88VA9.011" = 40'CVR/HWW2/8/211IWC AND PZC SUBMISSION11/15/2021SMM13 13 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\SITE PLANTING.DWG Tab: SITE PLANTING PLAN Saved: 1/6/2022 9:03 AM Plotted: 1/6/2022 9:15 AMGENERAL NOTES PLANTING: 1.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING OWNER REPRESENTATIVE OF ANY AND ALL CONCERNS REGARDING PLANT HEALTH RELATIVE TO SITE CONDITIONS. NOTIFY THE OWNER REPRESENTATIVE SHOULD UNSATISFACTORY BORROW OR NATIVE SOIL CONDITIONS BE OBSERVED. 2.AS CONSTRUCTION PROCEEDS, FINE GRADE AND INSTALL SURFACING MATERIAL AS SOON AS POSSIBLE TO REDUCE EROSION. 3.ALL DISTURBED AREAS NOT COVERED BY BUILDING, PAVING, PLANTING BEDS OR OTHER IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A DEPTH OF 6" AND SEEDED. 4.PLANT BEDS SHALL BE FURNISHED WITH NON-COMPACTED PLANTING SOIL TO A DEPTH OF 12" TO MEET FINISHED GRADES AS INDICATED ON GRADING PLAN. INSTALL PLANT MATERIAL AND MULCH IN A TIMELY MANNER. 5.IN ALL PLANT BEDS, PROVIDE PINE BARK MULCH AS DETAILED. ESTABLISH A NEAT, SMOOTH EDGE BETWEEN MULCH AND LAWN. 6.ADJUSTMENTS IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO LOCATIONS OF UTILITIES. ADJUSTMENTS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 7.PROVIDE AND INSTALL ALL PLANTS SHOWN ON THE PLANTING PLAN DRAWINGS; THE QUANTITIES IN THE PLANT LIST ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. IF DISCREPANCIES OCCUR, THE DRAWING SYMBOLS PREVAIL OVER THE PLANT LIST QUANTITIES. CREPE PAPER TREE WRAP TO SECOND BRANCHING REMOVE BURLAP, WIRE BASKET AND TIES FROM TOP AND SIDES OF ROOT BALLS FOR BOTH TREES AND SHRUBS 2" MULCH DEPTH AT TREE AND SHRUB BED (TAPER TO 12" AT TRUNK, PROVIDE 4" MOUND OF MULCH IN RING 3' TO 4' FROM BOLE TO CREATE SHALLOW SAUCER AT TREES) PLANTING SOIL (TYP) ENSURE 12" DEPTH OF SUITABLE GROWING MEDIUM 6" TOPSOIL (TYP.) SUBGRADE/NATIVE SOIL 1" MULCH DEPTH AT GROUND COVER AND PERENNIALS (KEEP MULCH OFF CROWNS) 6" TOPSOIL (TYP.)NOTE: TREES AND SHRUBS SHALL BE PLANTED WITH THE BASE OF THE BOLE 2" TO 3" ABOVE FINISHED GRADE TO ALLOW FOR SETTLEMENT. PLANT LIST DECIDUOUS TREES: AC --AMELANCHIER CANADENSIS SERVICEBERRY 10' HT MIN AS --ACER SACCHARUM SUGAR MAPLE 2.5" CAL AR --ACER RUBRUM RED MAPLE 2" CAL BND --BETULA NIGRA 'DURA HEAT'DURA HEAT BIRCH 10' HT MIN CF --CORNUS FLORIDA 'CLOUD NINE'CLOUD NINE FLOWERING DOGWOOD 1.5" CAL CK --CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD 2" CAL CO --CARYA OVATA SHAGBARK HICKORY 2" CAL CoK --CORNUS KOUSA KOUSA DOGWOOD 1.5" CAL GT --GLEDITSIA TRIACANTHOS STREETKEEPER STREETKEEPER HONEYLOCUST 2" CAL MS --MAGNOLIA SOULANGEANA SAUCER MAGNOLIA 12' HT MIN B&B MV --MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 12' HT MIN NS --NYSSA SYLVATICA BLACK TUPELO 2" CAL OA --OXYDENDRON ARBOREUM SOURWOOD 1.5" CAL PO --PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL TA --TILIA AMERICANA BASSWOOD 2" CAL TC --TILIA CORDATA LITTLE LEAF LINDEN 2" CAL UAP --ULMUS AMERICANA 'PRINCETON'PRINCETON ELM 2" CAL. PC --PRUNUS CERASIFERA PURPLE LEAF PLUM 1.5" CAL QP --QUERCUS PALUSTRIS PIN OAK 2" CAL QR --QUERCUS RUBRA NORTHERN RED OAK 2" CAL EVERGREEN TREES: ABC --ABIES CONCOLOR WHITE FIR 10' HT MIN B&B SINGLE LEADER ABF --ABIES FRASERI FRASER FIR 8' HT MIN B&B SINGLE LEADER IO --ILEX OPACA AMERICAN HOLLY 8' HT MIN B&B SINGLE LEADER PA --PICEA ABIES NORWAY SPRUCE 10' HT MIN B&B SINGLE LEADER PS --PINUS STROBUS WHITE PINE 10' HT MIN B&B SINGLE LEADER SV --SCIADOPITYS VERTICILLATA JAPANESE UMBRELLA PINE 8' HT MIN B&B SINGLE LEADER TsC --TSUGA CANADENSIS EASTERN HEMLOCK 10' HT MIN B&B SINGLE LEADER DECIDUOUS SHRUBS: AsP --AESCULUS PARVIFLORA BOTTLEBRUSH BUCKEYE 4' HT MIN B&B CS --CORNUS SERICEA RED OSIER DOGWOOD 4' HT MIN B&B HS --HIBISCUS SYRIACUS ROSE OF SHARON 5' HT MIN RC --ROSA 'CARPET'CARPET ROSE #2 CONT RKO --ROSA 'KNOCK OUT'KNOCK OUT ROSE #3 CONT RM --RHODO. MAXIMUM ROSEBAY RHODODENDRON 4' HT MIN B&B VBM --VIBURNUM x BURKWOODII MOHAWK VIBURNUM 3' HT MIN B&B VTJ --VIBURNUM x JUDDII JUDDII VIBURNUM 4' HT MIN B&B VTM --VIBURNUM P.T. MARIESII MARIES DOUBLEFILE VIBURNUM 3' HT MIN B&B EVERGREEN SHRUBS: IxM --ILEX x MES. 'CHINA GIRL'CHINA GIRL HOLLY 4' HT MIN B&B IG --ILEX GLABRA INKBERRY HOLLY 3' HT MIN B&B MD --MICROBIOTA DESCUSSATA RUSSIAN ARBORVITAE #5 CONT MP --MYRICA PENSYLVANICA NORTHERN BAYBERRY 3' HT MIN B&B JCP --JUNIPERUS CH. 'BLUE POINT'BLUE POINT JUNIPER 4' HT MIN B&B JHB --JUNIPERUS H. 'BLUE CHIP'BLUE CHIP JUNIPER #5 CONT JSW --JUIPERUS S. 'WICHITA BLUE'WICHITA BLUE JUNIPER 4' HT MIN B&B JVO --JUNIPERUS V. 'GREY OWL'GREY OWL JUNIPER 3' HT. MIN.B&B RHC --RHODO. YAK. 'CRETE'CRETE YAKUSHIMANUM RHODODENDRON #5 CONT RHJ --RHODODENDRON PJM MIXED PJM RHODODENDRON #5 CONT TOD --THUJA O. 'DEGROOT'S SPIRE' DEGROOT'S SPIRE ARBORVITAE 6' HT MIN B&B TON --THUJA O. 'NIGRA'DARK AMERICAN ARBORVITAE 10' HT MIN B&B TOS --THUJA O. 'SMARAGD'EMERALD GREEN ARBORVITAE 8' HT MIN B&B PERENNIALS: MSG --MISCANTHUS SINENSIS MIX MIXED MAIDEN GRASS VARIETIES #3 CONT PAN --PANICUM VIRGATUM MIX MIXED SWITCHGRASS VARIETIES #3 CONT PEN --PENNISETUM ALOPECUROIDES MIX MIXED FOUNTAIN GRASS VARIETIES #3 CONT VM --VINCA MINOR VINCA GROUNDCOVER SP4 CONT PERENNIAL ALLOWANCE: TBD 30 ORNAMENTAL GRASSES - MIXED VARIETIES TO BE FIELD LOCATED #3 CONT NOTES: PLANTS TO BE APPROVED BY OWNER/OWNER REPRESENTATIVE PRIOR TO PURCHASE & TRANSPORT TO SITE FOR INSTALLATION.