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HomeMy WebLinkAbout22SITE1 Redline Plan Sheet Changes Rev 092622XJEROME 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 10 0 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 76 7 7 76 77 7 9 7 98080 81 82 8 0817 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 BUILD I N G S E T B A C K L I N E BUILDING SETBACK LINEBUILDING A 44 UNITS BASEMENT FFE = 81.78 1ST FLOOR FFE = 91.73 BUILDING C 58 UNITS BASEMENT FFE = 83.8 1ST FLOOR FFE = 93.75 NEW RETAINING WALL 1 NEW RETAINING WALL 2 XXXXXXXXXBUILDING B 58 UNITS BASEMENT SLAB FFE=92.8 1ST FLOOR FFE = 102.75 24 UNITS30 UNI T S NEW RETAINING WALL 3 NEW RETAINING WALL 4 NEW RETAINING WALL 5 T T T 3.1%2%82.5 83.3 92.52 TOC 92.02 BOC 1.4%91.46 TOC 90.96 BOC 90.87 1.75%1.97%1.5%92.3 91.00 TOC 90.50 BOC90.83 TOC 90.33 BOC 90.2 TOC 89.7 BOC 91.45 TOC 90.95 BOC 5%5%8%81.20 81.25 83.7 TOC 83.2 BOC 82.73 82.9 TOC 82.4 BOC 1.0% 83.4 83.581.80 TOC 81.30 BOC 92.3 86.57 86.57 90.0 83.3 76.14 78.72 78.15 75.76 78.81CB16 DMH3 CB7 CB2 CB1 YD1 CB5 CB10 CB11 CB9 CB14 DB2 DMH4 LIMITS OF CLEARING (TYP) CB12 YD3 ICS #5 ICS #6 DMH2 CB6 CB4CB33%3%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 13 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) CB177872 808284867 9 74 7576 7675808189 89 92 88 87 86 85 84 92 8280 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 93 8283 809091 959697989992 9283 757 676757 8 77 747673747978 7284 817983 82 81 83 82 81 7 9 91 92 90 9 1 90 90 8283 82 858687 80 81807980 79 7 8 78 76 7 7 77 78 777 7 7 6 7 8 7677 7 9767479777573 7981838587757089 9 8 9 6 9492 90 84 85 8786 88 91 70 71100 101 9 7 9 5 9 3 74767573 71 72 7 8 70 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.=90.0717273747576777880.7 TOW 80.0 BOW 80.7 TOW 79.0 BOW 80.7 TOW 78.5 BOW 80.7 TOW 78.5 BOW 80.7 TOW 78.5 BOW 8381 858789 8184.0 TOW 78.8 BOW 84.0 TOW 77.5 BOW 79.3 TOW 79.0 BOW 79.5 TOW 78.0 BOW8282.75 BOC 81.00 94.0 TOW 93.0 BOW 93.0 TOW 92.0 BOW 98.5 TOW 92.8 BOW81 82 CB19 CB18 STORM MANHOLE TF=77.57 INV(E)=72.67 15" HDPE INV (W)=72.57 15" HDPE (TBR) NEW INV(N)=72.6 15" HDPE STORMCEPTOR TF=77.59 WEIR=73.60 CATCH BASIN (CL) TF=76.78 INV (N)=76.98 4"HDPE INV(S)=75.28 6"HDPE INV (W)=74.59 8"HDPE YARD DRAIN TF=79.70 CATCH BASIN (CL) TF=76.00 INV (W)=74.69 8"HDPE 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) REPLACE EXISTING TYPE CL CATCH BASIN WITH NEW TYPE CL CATCH BASIN TF=74.84 (MATCH EXISTING) INV IN (N)=72.14 (15" RCP) INV IN (E) = 72.14 (15" CMP) (MATCH EXISTING) INV OUT (W)=72.14 (15" CMP) (MATCH EXISTING) 75 91.73 91.55 TOC 91.05 BOC 91.03 90.6891.30 TOC 90.80 BOC 90.5 90.471.7%92.8 92.60 TOC 92.10 BOC 92.0 83.8 101.4 101.4 83.7 TOC 83.2 BOC 83.0 92.6 92.6 1.08% 82.88 TOC 82.38 BOC 83.7 838181 83 89.5 90.0 91.58 TOC 91.08 BOC 91.66 TOC 91.16 BOC 92.40 TOC 91.90 BOC 91.8 84.3 TOC 83.8 BOC 82.9 83 90.3 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 - CB19 48 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB18 - CB19 76 CLASS V REINFORCED CONCRETE PIPE 12"S=0.005 CB19 - EXIST. CB IN JEROME RD 20 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.006 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 CORRUGATED HDPE SMOOTH 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 81.60 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 90.5 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 89.9 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 82.8 78.2(IN; W)12" 75.75(IN; N)18" 75.75(OUT)18" YD3 YARD DRAIN 82.5 77.08(OUT)10" CB14 TYPE 'CL' CB 80.8 75.3(IN)10" 74.71(IN)18" 74.42(OUT)18" DMH2 DRAIN MANHOLE 81.8 76.12(IN)10" 73.93(IN)18" 73.67(OUT)24" DMH3 DRAIN MANHOLE 81.3 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") CB18 TYPE 'C' CB 74.75 72.70(OUT)12" CB19 TYPE 'CL' CB 74.9± 72.25(IN;N)12" 72.25(IN;E)12" 72.25 (OUT;S)12" PIPE TABLE STRUCTURES LENGTH (FT)MATERIAL PIPE SIZE SLOPE (FT/FT) CORRUGATED HDPE SMOOTH INTERIOR DB2 - CB10 35 CORRUGATED HDPE SMOOTH INTERIOR 15"S=0.005 CB11 - CB13 83 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.015 CB12 - CB13 40 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.005 CB13 - CB14 45 CORRUGATED HDPE SMOOTH INTERIOR 18"S=0.010 YD3 - CB14 43 CORRUGATED HDPE SMOOTH INTERIOR 12"S=0.055 CB14 - DMH2 49 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 020 20 40 60 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 SUBMISSION11/15/2021SMM2REVISIONS PER TOWN AND THIRD PARTY REVIEW COMMENTS03/15/2022SMM3REVISIONS PER TOWN AND THIRD PARTY REVIEW COMMENTS05/16/2022SMM4REVISIONS PER TOWN AND THIRD PARTY REVIEW COMMENTS05/24/2022SMM5PZC CONDITIONS OF APPROVAL05/25/2022SMM640% CONSTRUCTION DOCUMENTS09/26/2022SRM6 14 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\ARCHIVE\20221010 EXHIBIT FOR TOWN\BASE GRADING & DRAINAGE.DWG Tab: GRADING & DRAINAGE Saved: 10/10/2022 1:45 PM Plotted: 10/10/2022 1:57 PM 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 TELBIT 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 10 0 1059 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%)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'R20 ZONER20-M ZONER20-M ZONER20 ZONER20 ZONE R20-M ZONE R20-M ZONER20 ZONEGOV SPLIT RA 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 76 77 76 77 7 9 798080 81 82 8 0817 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 BUILD I 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 P A 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 FFE = 81.78 1ST FLOOR FFE = 91.73 11 7 12 5 12 82 SPACES 9 912 13 9 4 158 SPACES 7 11 10 8 46 SPACES BUILDING C 58 UNITS BASEMENT FFE = 83.8 1ST FLOOR FFE = 93.75 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 3 0 '9' TYP.18'24' TYP.18' TYP.24' TYP.9' TYP.24' TYP.24' TYP. NEW TYPE 9 CONC SIDEWALK RAMP (TYP) 6' (TYP) 9' TYP. LIMITS OF CLEARING (TYP) TYPE 15 CONC SIDEWALK RAMP R=9'R = 3 'R=3'NEW 19'X20' CONC. PAD WITH 10'X18' DUMPSTER ENCLOSURE NEW 19'x38' CONC. PAD WITH 10'x36' DUMPSTER ENCLOSURE 20' 38'R=10'R=8' R=3'R=8'R=4' R= 8 'R=4'R=8'R=4' R= 8 'R=4'R=8'R=4' R= 1 8 ' R = 3 'R=3'R=4' R=25' R = 4 ' R=562' R=502' R=585' R=645' R=54 4 ' R=52 0 'R=502'R=502' R=562' R=585'R=25'R= 2 5 'R=50'R=15'R=3'R=4'18'18'18'R = 1 0 'R=10'R=10'R = 4 'R=4'R=65'R = 6 5 'R=488'R=488'R=470'R=470'R=428'R=428'R=488'R=428'R=428'R=488'NEW 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) 4 - 6" STEPS WITH HANDRAILS 4 - 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=4'NEW VAN ACCESSIBLE PARKING SPACE (TYP) NEW MAILBOXES RELOCATED MAILBOXES NEW MAILBOXES 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=4.5'R=4'R=3'R=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 BASEMENT SLAB FFE=92.8 1ST FLOOR FFE = 102.75 24 UNITS30 UNI T S NEW SIGN (SEE PROPOSED SIGN DETAIL ON THIS SHEET) NEW 12" PAINTED STOP BAR AND 'STOP' SIGN R=5' R=5' R=5' R=5'6' R=5' R=5' R=10' R=5' R=5' R=5' R=5' R=5' R=5' R=5' R=5' R=3' R=3' R=5' R=5' NEW RETAINING WALL 3 NEW EDGE OF DRIVEWAY. DRIVEWAY RECONSTRUCTION TO BE COORDINATED WITH N/F MONTVILLE CENTER MALL LLC NEW 5' BREAK IN EXISTING CURB TO ALLOW FOR SHEETFLOW 12'NEW 12" PAINTED STOP BAR AND 'STOP' SIGN R=25'R=25' REMOVE PAVEMENT AND SUBBASE AND INSTALL LANDSCAPE ISLAND NEW 5' PAINTED CROSSWALK NEW PAINTED DIRECTIONAL ARROW (TYP)NEW 4'(H) DECORATIVE SOLID FENCE NEW 4'(H) DECORATIVE SOLID FENCEGUEST GUEST GUESTGUESTGUESTGUESTGUESTGUEST GUESTGUESTGUESTGUEST GUEST GUEST GUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTGUESTR=3' R=3' NEW 6' CONC. WALK NEW RETAINING WALL 4 NEW GENERATOR NEW GENERATOR NEW GENERATOR 1 - 6" STEPS WITH HANDRAILS NEW RETAINING WALL 5 NORWICH - NEW LONDON TURNPIKE (CONNECTICUT ROUTE 32)MAIL BOX 3 MAIL BOXES TO BE RELOCATED AS SHOWN RELOCATED MAILBOXES SCALE IN FEET 020 20 40 60 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 SUBMISSION11/15/2021SMM2REVISIONS PER TOWN AND THIRD PARTY REVIEW COMMENTS03/15/2022SMM3REVISIONS PER TOWN AND THIRD PARTY REVIEW COMMENTS05/16/2022SMM4REVISIONS PER TOWN AND THIRD PARTY REVIEW COMMENTS05/24/2022SMM5PZC CONDITIONS OF APPROVAL05/25/2022SMM640% CONSTRUCTION DOCUMENTS09/28/2022SRM5 14 V:\CT\MONTVILLE\JEROME RD-00\E&S PHASE III\DWGS\ARCHIVE\20221010 EXHIBIT FOR TOWN\BASE SITE.DWG Tab: SITE LAYOUT Saved: 10/10/2022 2:02 PM Plotted: 10/10/2022 2:06 PM..\Photos\sign and site\New sign.png 3'-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 MATCH LINEMATCH LINE