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11+00 PROPOSED GRADE 344 344F CENTER LINE OF ROADWAY INV.=339.0 -7 ------ 340 340 N.N.-ANANNAN-I--ol NOONAN NNNI� INV. =333.0 A 336 336 INTSALL NATIVE FIELD STONE EXISTING GRADE DEPTH OF 9" ON BOTTOM 0%JA L_U LV V -V\ I 24"x48" CONCRETE BOX CU VERT 332 ------ 332 INTSA�Lll_ 6'00' MODIFIED RIPRAP 0 — - — - ----------- SPLA5H PAD,–AT-ET---- 0 F 00 �PA X CULVERT 323 328 –60 –40 –20 0 20 40 60 2L 3 1/2-4 1/2-0/2" I IA!* Fft-1 GUTTER LINE A T J_ 7'-10 1/2" PLAN NOTE: WHEN CATCH BASIN IS SET IN CONCRETE PAVEMENT THE 1/2" SLOPE ON THE TOP SURFACE SHALL BE CHANGED TO MATCH ADJOINING. PAVEMENT ALTERNATE CONSTRUCTION WITH FULL CURB BACK TO BE USED AT LOCTIONS ADJACENT TO EXISTING OR PROPOSED CURB #4 BARS 7'-0- LONG 3a-1 3/4" 3) 1 3/42F1 1/2 __ - L�P_ DETAILS OF CURB INLET SHOWN ABOVE I A CLASS "A" CONCRETE-----, POURED IN PLACE OR DQC7rA(ZT CONCRETE UNIT 12" 4$$ - PERVIOUS BACKFILL ABOVE THIS ELEVATION MAX. DEPTH 3'-0" BELOW THE TOP OF THE STRUCTURE iv VARIES LOA I Lei• IN 1:. 44 V a III U . . . • I _r PRECAST CONIC. UNIT (D.O.T. STANDARD) 12\17 2"-8" 12\ U) 711, 311- 4'-9 LLI PRECAST CONC. ASONRY UNITS OR PRECAST RISERS % Fft-1 GUTTER LINE A T J_ 7'-10 1/2" PLAN NOTE: WHEN CATCH BASIN IS SET IN CONCRETE PAVEMENT THE 1/2" SLOPE ON THE TOP SURFACE SHALL BE CHANGED TO MATCH ADJOINING. PAVEMENT ALTERNATE CONSTRUCTION WITH FULL CURB BACK TO BE USED AT LOCTIONS ADJACENT TO EXISTING OR PROPOSED CURB #4 BARS 7'-0- LONG 3a-1 3/4" 3) 1 3/42F1 1/2 __ - L�P_ DETAILS OF CURB INLET SHOWN ABOVE I A CLASS "A" CONCRETE-----, POURED IN PLACE OR DQC7rA(ZT CONCRETE UNIT 12" 4$$ - PERVIOUS BACKFILL ABOVE THIS ELEVATION MAX. DEPTH 3'-0" BELOW THE TOP OF THE STRUCTURE iv VARIES LOA I Lei• IN 1:. 44 V a III U . . . • I _r PRECAST CONIC. UNIT (D.O.T. STANDARD) 12\17 VARIES LOA I Lei• IN 1:. 44 V a III U . . . • I _r PRECAST CONIC. UNIT (D.O.T. STANDARD) 12\17 2"-8" 12\ U) 711, 311- 4'-9 LLI PRECAST CONC. ASONRY UNITS OR PRECAST RISERS % I C14 g POURED CONC. OR PRECAST SUMP to 8" 49-0" 5$-4" 4 -4" GNT E1_ -EVA TYPE SIDE ELDMON "CAAN G" CATCH BASIN DETAIL NOT TO SCALE 5' MIN 1/2 FLOW 5495 00cl-n, DETAIL "A .40 --7'-10 1/2- 0 TYPE "C" CATCH BASIN DOUBLE GRATE—TYPE 2 MODIFIED RIPRAP 0 0 3 DOUBLE CATCH BASIN TYPE "C" SPLASH PAD NOT TO SCALE NEW ENGLAND EROSION CONTROL RESTORATION MIX LEVEL SPREADER SECTION NOT TO SCALE 04N �1_1 1'-6 7/8- V-6 7/8" 0 10$1 © 0 211, 21" 2" _ 2» 1 » HOLE (TYPICAL) #4 BARS 4'-0" LG. CROSS SLOPE AS--,,. 2 13/16 - HYDRANT AND VALVE ASSEMBLY SHALL BE AT 4.5 – 5' DEPTH AT ALL TIMES, IF MAIN LINE IS LOWER, (>6"), HYDRANT BRANCH SHALL BE CONSTRUCTED WITH 45* BENDS TO OBTAIN THE HIGHER ELEVATION PRIOR TO THE VALVE. OVERLAP FILTER FABRIC MIN'. 1.5' 5.5 PROVIDE STONE TO THE SURFACE FOR UNDER DRAM FROM STA. 12+20 M 14+40! (:Poo W U 0 0 0 X CL FINISHED GRADE 2' ± NOT 7) SCALE CURB FACE OR EDGE OF PAVT FIRE HYDRANT r(t ((0)) ROAD SURFACE (SEE PAVING SECTION) TENSAIR BX 1200 GEOGRID 10 10' LO .4 INt PRECAST CONCRETE 2JX4t BOX CULVERT BOX CULVERT 00 - It A—. 9" THICK 110111111 11111 A MODIFIED RIPRAP A- 44 '4 A z LSTREAM BED z PRECAST CONCRETE BOX CULVERT NOT TO SCALE MIN, V-6" MAX. 2'-0" 1" ASPHALT FELT COMPACTED SUITABLE - WRAPPING NATIVE MATERIAL OR GRAVEL FILL 6" 12" CONC. 6" COLLAR D=INSIDE 3/4- CRUSHED DIAMETER STONE OF PIPE rn 4 3 7— % 4. 4- 6C 4' 6 D IP 6" MECHANICAL JOINT 2'—O" CONCRETE C 0 N C', R ETE GATE VALVE ON ---------- THRUST THRUST— MASONRY UNIT 3/4- RESTRAINING RODS BLOCK BLOCK - CONCRETE MASONRY (1 ON EACH SIDE)TYP. UNIT NOTE SLIDE TYPE HYDRANT ANCHOR114G TEE MAY VALVE BOX BE SUBSTITUTED ON 6" OUTLET AND BOLTED DIRECTLY TO GATE VALVE RETAINER GLANDS MECHANICAL JOINT TEE---\ NEW ENGLAND ROADSIDE MATRIX UPLAND SEED MIX 2 PROPOSED GRADE EXISTING GRADE III THICK MODIFIED RIPRAP AI VARIES PIPE DIAMETER TRENCH WIDTH 12" 3`-0" (MIN.) 15" 30-3" 18" 3* -6" Z_ $1 49-0" 112" COMPACTED GRAVEL FILL CONFORMING TO ARTICLE 10-02.01 D PRESHAPE BEDDING TO NN FIT PIPE CONTOUR 6" MINIMUM 12" MINIMUM OVER EARTH OVER ROCK CULVERT MAXIMUM SCALE: 1 AI N. D+2 FT. 2" GRAVEL FILL WHEN UNSUITABLE MATERIAL TYPICAL TRENCH DETAIL ENCOUNTERED NOT TO SCALE T,_._ - ., ✓-----_ ,;;•= \\� %`� EXISTING GRADE Uj Uj COMPACTED SUITABLE INSTALL UNDERDRAIN WHERE NATIVE MATERIAL OR GRAVEL FILL SHOWN ON PLANS GRAVEL SUBBASE (TYP.) 0 4.3 MIN. 00 — C) W W COVER 8 (- oco-- > 0 < ��C� FILTER FABRIC 3/8" STONE 0 \/\ PIPE 6" PERFORATED PE W )=INSIDE DIAMETER 00 9" WELL COMPACTED SAND OR 0 OF PIPE t FINE GRAVEL CONTAINING NO r STONES LARGER THAN I DIA. 0 FILTER FABRIC 24 3 0 MIRAFI 140N OR EQUAL -7/4" COMPACTED CRUSHED 0 UNDER DRAIN DETAIL STONE BACKFILL AND BEDDING NOT TO SCALE TO BE INSTALLED IN 6" LIFTS D PRESHAPE BEDDING TO FIT PIPE CONTOUR �/\ \\j \// NOTE., STEEL REINFORCED COPOLYMER N, -.`_._.•:.•:•::-:-:-:-:._:-:-:•.:-:-._:. .. POLYPROPYLENE PLASTIC STEP 0 ....... ....... ........ ........ CONFORMS TO LATEST ASTM 0478 ...... ............ ................ MINIMUM 1/2" 8 24 REQUIRED 2—NOTCH 12"- MINIMUM 3 2 13/16 F_7D DnrV 3 5/8 1 1 n CK I WATER PER CiROSS SECTION �......... .. OVER EARTH ................................................... 0 0 R ....................... COVER N, ............................. __T _Fi:�_ 13/16- ........ ........ 11 1/2 ..... ....... CAST IRON FRAME AND ............... .. .......... ......... ...... .............. ............. ... ....................... A COVER BY OTHERS ....... ....... ................ .......................... A ......... ... .... D+2 FT. We '\-ADJUST TO GRADE ORM PRECAST CONIC. UNIT AS REQUIRED APPROVED GATE BOX 7 1/4" 2� (3' MIN.) ST (D.O.T. STANDARD) ....... ............... 0 Z EL DETAIL "'Am 4 BARS LONG 0 EACH SIDE 5'-10 1/2- M ,NOT TO SCALE TOP FRAME ELEV. CENTER OF FRAME AT FACE OF CURB PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 2 7 13/16 - POURED CONIC. OR PRECAST SUMP L 4 $_000 8" 8 $3 30-0" 8" 5* -4" 41-4" FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE ............................................... SECTION .............................................. WATERLINE TRENCH DETAIL .................................... ............................ I .............. ........ ....... ..... ... GEN ERA(.. NOTES: Uj ....... ...... ...... .......................................... ............... ........... ....... 1. Reinforced Steel Conforms 48 'DIA. to latest ASTM A185 spec. ............................ ......................... Crcc) 0.15 sq.in. (both ways) W base bottom Chr- 2. Reinforced Steel Conforms to latest ASTM A185 spec. 24" 0.12 sq.in./lineal ft. GATE VALVE' DIRECTION 3. Concrete Compressive DIRECTED TO OPEN AS r 17Z See Note 2 strength – 4000 PSI BY OWNER' minimum. 8*p4. Manhole Design Cn See Note 1 Specifications conform to M Ldlatest ASTM C478 Spec. —211 C+ or "Precast Reinforced Concrete Manhole Sections" 34" % DRAINAGE MANHOLE FRAME AND COVER_ BAS8 D.I. (CLASME SECTION TO BE SET SS 52) NOT TO SCALE PER JOB SPECIFICATIONS DRAINAGE MANHOLE NOT TO SCALE 12" 2'-2 3/8 - EXTENSION STEY (AS APPLICABLE) 6 /18/06 FINAL ADDITIONS & REVISIONS 5 1 /11 /06 TOWN ENGINEERS COMMENTS C L A Engineers, Inc, A 4 12/6/05 WATER UNE DETAILS ADDED ?_�PPROVED GATE BOX CIVIL - STRUCTURAL - SURVEYING SECTION 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMM ENTS/REVISED RD INTERSECTION 1 8)(23/05 UNCAS HEALTH DISTRICT COMMENTS 317 Main Street Norwich, CT 06360 REVISION (860) 886-1966 Fax 6 x (860) 88-9165 roject No. Resubdivision Plan - Fan'ws View CIA -3541 <400' H *I Proj. Engineer �,���,�&,%.%`%� Prepared For �6 J.F.M. BOTTOM X10. )rJATE ,�,��� '�� PIC, Stonehenge Pillars, LLC Date: M.J. LENDS) WITH Lynch HIIRoad 6/21/05 RETAINER, GLANDS N.. 2029 /W. Sheet No. �O - t�o Montville, Comecticut III ENA.,"' X4V GATE VALVE Nj� "'/ONAL fit NOT TO SCALE Site Details - * t. N. D+2 FT. 2" GRAVEL FILL WHEN UNSUITABLE MATERIAL TYPICAL TRENCH DETAIL ENCOUNTERED NOT TO SCALE T,_._ - ., ✓-----_ ,;;•= \\� %`� EXISTING GRADE Uj Uj COMPACTED SUITABLE INSTALL UNDERDRAIN WHERE NATIVE MATERIAL OR GRAVEL FILL SHOWN ON PLANS GRAVEL SUBBASE (TYP.) 0 4.3 MIN. 00 — C) W W COVER 8 (- oco-- > 0 < ��C� FILTER FABRIC 3/8" STONE 0 \/\ PIPE 6" PERFORATED PE W )=INSIDE DIAMETER 00 9" WELL COMPACTED SAND OR 0 OF PIPE t FINE GRAVEL CONTAINING NO r STONES LARGER THAN I DIA. 0 FILTER FABRIC 24 3 0 MIRAFI 140N OR EQUAL -7/4" COMPACTED CRUSHED 0 UNDER DRAIN DETAIL STONE BACKFILL AND BEDDING NOT TO SCALE TO BE INSTALLED IN 6" LIFTS D PRESHAPE BEDDING TO FIT PIPE CONTOUR �/\ \\j \// NOTE., STEEL REINFORCED COPOLYMER N, -.`_._.•:.•:•::-:-:-:-:._:-:-:•.:-:-._:. .. POLYPROPYLENE PLASTIC STEP 0 ....... ....... ........ ........ CONFORMS TO LATEST ASTM 0478 ...... ............ ................ MINIMUM 1/2" 8 24 REQUIRED 2—NOTCH 12"- MINIMUM 3 2 13/16 F_7D DnrV 3 5/8 1 1 n CK I WATER PER CiROSS SECTION �......... .. OVER EARTH ................................................... 0 0 R ....................... COVER N, ............................. __T _Fi:�_ 13/16- ........ ........ 11 1/2 ..... ....... CAST IRON FRAME AND ............... .. .......... ......... ...... .............. ............. ... ....................... A COVER BY OTHERS ....... ....... ................ .......................... A ......... ... .... D+2 FT. We '\-ADJUST TO GRADE ORM PRECAST CONIC. UNIT AS REQUIRED APPROVED GATE BOX 7 1/4" 2� (3' MIN.) ST (D.O.T. STANDARD) ....... ............... 0 Z EL DETAIL "'Am 4 BARS LONG 0 EACH SIDE 5'-10 1/2- M ,NOT TO SCALE TOP FRAME ELEV. CENTER OF FRAME AT FACE OF CURB PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 2 7 13/16 - POURED CONIC. OR PRECAST SUMP L 4 $_000 8" 8 $3 30-0" 8" 5* -4" 41-4" FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE ............................................... SECTION .............................................. WATERLINE TRENCH DETAIL .................................... ............................ I .............. ........ ....... ..... ... GEN ERA(.. NOTES: Uj ....... ...... ...... .......................................... ............... ........... ....... 1. Reinforced Steel Conforms 48 'DIA. to latest ASTM A185 spec. ............................ ......................... Crcc) 0.15 sq.in. (both ways) W base bottom Chr- 2. Reinforced Steel Conforms to latest ASTM A185 spec. 24" 0.12 sq.in./lineal ft. GATE VALVE' DIRECTION 3. Concrete Compressive DIRECTED TO OPEN AS r 17Z See Note 2 strength – 4000 PSI BY OWNER' minimum. 8*p4. Manhole Design Cn See Note 1 Specifications conform to M Ldlatest ASTM C478 Spec. —211 C+ or "Precast Reinforced Concrete Manhole Sections" 34" % DRAINAGE MANHOLE FRAME AND COVER_ BAS8 D.I. (CLASME SECTION TO BE SET SS 52) NOT TO SCALE PER JOB SPECIFICATIONS DRAINAGE MANHOLE NOT TO SCALE 12" 2'-2 3/8 - EXTENSION STEY (AS APPLICABLE) 6 /18/06 FINAL ADDITIONS & REVISIONS 5 1 /11 /06 TOWN ENGINEERS COMMENTS C L A Engineers, Inc, A 4 12/6/05 WATER UNE DETAILS ADDED ?_�PPROVED GATE BOX CIVIL - STRUCTURAL - SURVEYING SECTION 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMM ENTS/REVISED RD INTERSECTION 1 8)(23/05 UNCAS HEALTH DISTRICT COMMENTS 317 Main Street Norwich, CT 06360 REVISION (860) 886-1966 Fax 6 x (860) 88-9165 roject No. Resubdivision Plan - Fan'ws View CIA -3541 <400' H *I Proj. Engineer �,���,�&,%.%`%� Prepared For �6 J.F.M. BOTTOM X10. )rJATE ,�,��� '�� PIC, Stonehenge Pillars, LLC Date: M.J. LENDS) WITH Lynch HIIRoad 6/21/05 RETAINER, GLANDS N.. 2029 /W. Sheet No. �O - t�o Montville, Comecticut III ENA.,"' X4V GATE VALVE Nj� "'/ONAL fit NOT TO SCALE Site Details - * t. T,_._ - ., ✓-----_ ,;;•= \\� %`� EXISTING GRADE Uj Uj COMPACTED SUITABLE INSTALL UNDERDRAIN WHERE NATIVE MATERIAL OR GRAVEL FILL SHOWN ON PLANS GRAVEL SUBBASE (TYP.) 0 4.3 MIN. 00 — C) W W COVER 8 (- oco-- > 0 < ��C� FILTER FABRIC 3/8" STONE 0 \/\ PIPE 6" PERFORATED PE W )=INSIDE DIAMETER 00 9" WELL COMPACTED SAND OR 0 OF PIPE t FINE GRAVEL CONTAINING NO r STONES LARGER THAN I DIA. 0 FILTER FABRIC 24 3 0 MIRAFI 140N OR EQUAL -7/4" COMPACTED CRUSHED 0 UNDER DRAIN DETAIL STONE BACKFILL AND BEDDING NOT TO SCALE TO BE INSTALLED IN 6" LIFTS D PRESHAPE BEDDING TO FIT PIPE CONTOUR �/\ \\j \// NOTE., STEEL REINFORCED COPOLYMER N, -.`_._.•:.•:•::-:-:-:-:._:-:-:•.:-:-._:. .. POLYPROPYLENE PLASTIC STEP 0 ....... ....... ........ ........ CONFORMS TO LATEST ASTM 0478 ...... ............ ................ MINIMUM 1/2" 8 24 REQUIRED 2—NOTCH 12"- MINIMUM 3 2 13/16 F_7D DnrV 3 5/8 1 1 n CK I WATER PER CiROSS SECTION �......... .. OVER EARTH ................................................... 0 0 R ....................... COVER N, ............................. __T _Fi:�_ 13/16- ........ ........ 11 1/2 ..... ....... CAST IRON FRAME AND ............... .. .......... ......... ...... .............. ............. ... ....................... A COVER BY OTHERS ....... ....... ................ .......................... A ......... ... .... D+2 FT. We '\-ADJUST TO GRADE ORM PRECAST CONIC. UNIT AS REQUIRED APPROVED GATE BOX 7 1/4" 2� (3' MIN.) ST (D.O.T. STANDARD) ....... ............... 0 Z EL DETAIL "'Am 4 BARS LONG 0 EACH SIDE 5'-10 1/2- M ,NOT TO SCALE TOP FRAME ELEV. CENTER OF FRAME AT FACE OF CURB PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 2 7 13/16 - POURED CONIC. OR PRECAST SUMP L 4 $_000 8" 8 $3 30-0" 8" 5* -4" 41-4" FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE ............................................... SECTION .............................................. WATERLINE TRENCH DETAIL .................................... ............................ I .............. ........ ....... ..... ... GEN ERA(.. NOTES: Uj ....... ...... ...... .......................................... ............... ........... ....... 1. Reinforced Steel Conforms 48 'DIA. to latest ASTM A185 spec. ............................ ......................... Crcc) 0.15 sq.in. (both ways) W base bottom Chr- 2. Reinforced Steel Conforms to latest ASTM A185 spec. 24" 0.12 sq.in./lineal ft. GATE VALVE' DIRECTION 3. Concrete Compressive DIRECTED TO OPEN AS r 17Z See Note 2 strength – 4000 PSI BY OWNER' minimum. 8*p4. Manhole Design Cn See Note 1 Specifications conform to M Ldlatest ASTM C478 Spec. —211 C+ or "Precast Reinforced Concrete Manhole Sections" 34" % DRAINAGE MANHOLE FRAME AND COVER_ BAS8 D.I. (CLASME SECTION TO BE SET SS 52) NOT TO SCALE PER JOB SPECIFICATIONS DRAINAGE MANHOLE NOT TO SCALE 12" 2'-2 3/8 - EXTENSION STEY (AS APPLICABLE) 6 /18/06 FINAL ADDITIONS & REVISIONS 5 1 /11 /06 TOWN ENGINEERS COMMENTS C L A Engineers, Inc, A 4 12/6/05 WATER UNE DETAILS ADDED ?_�PPROVED GATE BOX CIVIL - STRUCTURAL - SURVEYING SECTION 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMM ENTS/REVISED RD INTERSECTION 1 8)(23/05 UNCAS HEALTH DISTRICT COMMENTS 317 Main Street Norwich, CT 06360 REVISION (860) 886-1966 Fax 6 x (860) 88-9165 roject No. Resubdivision Plan - Fan'ws View CIA -3541 <400' H *I Proj. Engineer �,���,�&,%.%`%� Prepared For �6 J.F.M. BOTTOM X10. )rJATE ,�,��� '�� PIC, Stonehenge Pillars, LLC Date: M.J. LENDS) WITH Lynch HIIRoad 6/21/05 RETAINER, GLANDS N.. 2029 /W. Sheet No. �O - t�o Montville, Comecticut III ENA.,"' X4V GATE VALVE Nj� "'/ONAL fit NOT TO SCALE Site Details - * t. Uj Uj COMPACTED SUITABLE INSTALL UNDERDRAIN WHERE NATIVE MATERIAL OR GRAVEL FILL SHOWN ON PLANS GRAVEL SUBBASE (TYP.) 0 4.3 MIN. 00 — C) W W COVER 8 (- oco-- > 0 < ��C� FILTER FABRIC 3/8" STONE 0 \/\ PIPE 6" PERFORATED PE W )=INSIDE DIAMETER 00 9" WELL COMPACTED SAND OR 0 OF PIPE t FINE GRAVEL CONTAINING NO r STONES LARGER THAN I DIA. 0 FILTER FABRIC 24 3 0 MIRAFI 140N OR EQUAL -7/4" COMPACTED CRUSHED 0 UNDER DRAIN DETAIL STONE BACKFILL AND BEDDING NOT TO SCALE TO BE INSTALLED IN 6" LIFTS D PRESHAPE BEDDING TO FIT PIPE CONTOUR �/\ \\j \// NOTE., STEEL REINFORCED COPOLYMER N, -.`_._.•:.•:•::-:-:-:-:._:-:-:•.:-:-._:. .. POLYPROPYLENE PLASTIC STEP 0 ....... ....... ........ ........ CONFORMS TO LATEST ASTM 0478 ...... ............ ................ MINIMUM 1/2" 8 24 REQUIRED 2—NOTCH 12"- MINIMUM 3 2 13/16 F_7D DnrV 3 5/8 1 1 n CK I WATER PER CiROSS SECTION �......... .. OVER EARTH ................................................... 0 0 R ....................... COVER N, ............................. __T _Fi:�_ 13/16- ........ ........ 11 1/2 ..... ....... CAST IRON FRAME AND ............... .. .......... ......... ...... .............. ............. ... ....................... A COVER BY OTHERS ....... ....... ................ .......................... A ......... ... .... D+2 FT. We '\-ADJUST TO GRADE ORM PRECAST CONIC. UNIT AS REQUIRED APPROVED GATE BOX 7 1/4" 2� (3' MIN.) ST (D.O.T. STANDARD) ....... ............... 0 Z EL DETAIL "'Am 4 BARS LONG 0 EACH SIDE 5'-10 1/2- M ,NOT TO SCALE TOP FRAME ELEV. CENTER OF FRAME AT FACE OF CURB PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 2 7 13/16 - POURED CONIC. OR PRECAST SUMP L 4 $_000 8" 8 $3 30-0" 8" 5* -4" 41-4" FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE ............................................... SECTION .............................................. WATERLINE TRENCH DETAIL .................................... ............................ I .............. ........ ....... ..... ... GEN ERA(.. NOTES: Uj ....... ...... ...... .......................................... ............... ........... ....... 1. Reinforced Steel Conforms 48 'DIA. to latest ASTM A185 spec. ............................ ......................... Crcc) 0.15 sq.in. (both ways) W base bottom Chr- 2. Reinforced Steel Conforms to latest ASTM A185 spec. 24" 0.12 sq.in./lineal ft. GATE VALVE' DIRECTION 3. Concrete Compressive DIRECTED TO OPEN AS r 17Z See Note 2 strength – 4000 PSI BY OWNER' minimum. 8*p4. Manhole Design Cn See Note 1 Specifications conform to M Ldlatest ASTM C478 Spec. —211 C+ or "Precast Reinforced Concrete Manhole Sections" 34" % DRAINAGE MANHOLE FRAME AND COVER_ BAS8 D.I. (CLASME SECTION TO BE SET SS 52) NOT TO SCALE PER JOB SPECIFICATIONS DRAINAGE MANHOLE NOT TO SCALE 12" 2'-2 3/8 - EXTENSION STEY (AS APPLICABLE) 6 /18/06 FINAL ADDITIONS & REVISIONS 5 1 /11 /06 TOWN ENGINEERS COMMENTS C L A Engineers, Inc, A 4 12/6/05 WATER UNE DETAILS ADDED ?_�PPROVED GATE BOX CIVIL - STRUCTURAL - SURVEYING SECTION 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMM ENTS/REVISED RD INTERSECTION 1 8)(23/05 UNCAS HEALTH DISTRICT COMMENTS 317 Main Street Norwich, CT 06360 REVISION (860) 886-1966 Fax 6 x (860) 88-9165 roject No. Resubdivision Plan - Fan'ws View CIA -3541 <400' H *I Proj. Engineer �,���,�&,%.%`%� Prepared For �6 J.F.M. BOTTOM X10. )rJATE ,�,��� '�� PIC, Stonehenge Pillars, LLC Date: M.J. LENDS) WITH Lynch HIIRoad 6/21/05 RETAINER, GLANDS N.. 2029 /W. Sheet No. �O - t�o Montville, Comecticut III ENA.,"' X4V GATE VALVE Nj� "'/ONAL fit NOT TO SCALE Site Details - * t. �/\ \\j \// NOTE., STEEL REINFORCED COPOLYMER N, -.`_._.•:.•:•::-:-:-:-:._:-:-:•.:-:-._:. .. POLYPROPYLENE PLASTIC STEP 0 ....... ....... ........ ........ CONFORMS TO LATEST ASTM 0478 ...... ............ ................ MINIMUM 1/2" 8 24 REQUIRED 2—NOTCH 12"- MINIMUM 3 2 13/16 F_7D DnrV 3 5/8 1 1 n CK I WATER PER CiROSS SECTION �......... .. OVER EARTH ................................................... 0 0 R ....................... COVER N, ............................. __T _Fi:�_ 13/16- ........ ........ 11 1/2 ..... ....... CAST IRON FRAME AND ............... .. .......... ......... ...... .............. ............. ... ....................... A COVER BY OTHERS ....... ....... ................ .......................... A ......... ... .... D+2 FT. We '\-ADJUST TO GRADE ORM PRECAST CONIC. UNIT AS REQUIRED APPROVED GATE BOX 7 1/4" 2� (3' MIN.) ST (D.O.T. STANDARD) ....... ............... 0 Z EL DETAIL "'Am 4 BARS LONG 0 EACH SIDE 5'-10 1/2- M ,NOT TO SCALE TOP FRAME ELEV. CENTER OF FRAME AT FACE OF CURB PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 2 7 13/16 - POURED CONIC. OR PRECAST SUMP L 4 $_000 8" 8 $3 30-0" 8" 5* -4" 41-4" FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE ............................................... SECTION .............................................. WATERLINE TRENCH DETAIL .................................... ............................ I .............. ........ ....... ..... ... GEN ERA(.. NOTES: Uj ....... ...... ...... .......................................... ............... ........... ....... 1. Reinforced Steel Conforms 48 'DIA. to latest ASTM A185 spec. ............................ ......................... Crcc) 0.15 sq.in. (both ways) W base bottom Chr- 2. Reinforced Steel Conforms to latest ASTM A185 spec. 24" 0.12 sq.in./lineal ft. GATE VALVE' DIRECTION 3. Concrete Compressive DIRECTED TO OPEN AS r 17Z See Note 2 strength – 4000 PSI BY OWNER' minimum. 8*p4. Manhole Design Cn See Note 1 Specifications conform to M Ldlatest ASTM C478 Spec. —211 C+ or "Precast Reinforced Concrete Manhole Sections" 34" % DRAINAGE MANHOLE FRAME AND COVER_ BAS8 D.I. (CLASME SECTION TO BE SET SS 52) NOT TO SCALE PER JOB SPECIFICATIONS DRAINAGE MANHOLE NOT TO SCALE 12" 2'-2 3/8 - EXTENSION STEY (AS APPLICABLE) 6 /18/06 FINAL ADDITIONS & REVISIONS 5 1 /11 /06 TOWN ENGINEERS COMMENTS C L A Engineers, Inc, A 4 12/6/05 WATER UNE DETAILS ADDED ?_�PPROVED GATE BOX CIVIL - STRUCTURAL - SURVEYING SECTION 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMM ENTS/REVISED RD INTERSECTION 1 8)(23/05 UNCAS HEALTH DISTRICT COMMENTS 317 Main Street Norwich, CT 06360 REVISION (860) 886-1966 Fax 6 x (860) 88-9165 roject No. Resubdivision Plan - Fan'ws View CIA -3541 <400' H *I Proj. Engineer �,���,�&,%.%`%� Prepared For �6 J.F.M. BOTTOM X10. )rJATE ,�,��� '�� PIC, Stonehenge Pillars, LLC Date: M.J. LENDS) WITH Lynch HIIRoad 6/21/05 RETAINER, GLANDS N.. 2029 /W. Sheet No. �O - t�o Montville, Comecticut III ENA.,"' X4V GATE VALVE Nj� "'/ONAL fit NOT TO SCALE Site Details - * t. WATER PER CiROSS SECTION �......... .. OVER EARTH ................................................... 0 0 R ....................... COVER N, ............................. __T _Fi:�_ 13/16- ........ ........ 11 1/2 ..... ....... CAST IRON FRAME AND ............... .. .......... ......... ...... .............. ............. ... ....................... A COVER BY OTHERS ....... ....... ................ .......................... A ......... ... .... D+2 FT. We '\-ADJUST TO GRADE ORM PRECAST CONIC. UNIT AS REQUIRED APPROVED GATE BOX 7 1/4" 2� (3' MIN.) ST (D.O.T. STANDARD) ....... ............... 0 Z EL DETAIL "'Am 4 BARS LONG 0 EACH SIDE 5'-10 1/2- M ,NOT TO SCALE TOP FRAME ELEV. CENTER OF FRAME AT FACE OF CURB PRECAST CONC. MASONRY UNITS OR PRECAST RISERS 2 7 13/16 - POURED CONIC. OR PRECAST SUMP L 4 $_000 8" 8 $3 30-0" 8" 5* -4" 41-4" FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN DETAIL NOT TO SCALE ............................................... SECTION .............................................. WATERLINE TRENCH DETAIL .................................... ............................ I .............. ........ ....... ..... ... GEN ERA(.. NOTES: Uj ....... ...... ...... .......................................... ............... ........... ....... 1. Reinforced Steel Conforms 48 'DIA. to latest ASTM A185 spec. ............................ ......................... Crcc) 0.15 sq.in. (both ways) W base bottom Chr- 2. Reinforced Steel Conforms to latest ASTM A185 spec. 24" 0.12 sq.in./lineal ft. GATE VALVE' DIRECTION 3. Concrete Compressive DIRECTED TO OPEN AS r 17Z See Note 2 strength – 4000 PSI BY OWNER' minimum. 8*p4. Manhole Design Cn See Note 1 Specifications conform to M Ldlatest ASTM C478 Spec. —211 C+ or "Precast Reinforced Concrete Manhole Sections" 34" % DRAINAGE MANHOLE FRAME AND COVER_ BAS8 D.I. (CLASME SECTION TO BE SET SS 52) NOT TO SCALE PER JOB SPECIFICATIONS DRAINAGE MANHOLE NOT TO SCALE 12" 2'-2 3/8 - EXTENSION STEY (AS APPLICABLE) 6 /18/06 FINAL ADDITIONS & REVISIONS 5 1 /11 /06 TOWN ENGINEERS COMMENTS C L A Engineers, Inc, A 4 12/6/05 WATER UNE DETAILS ADDED ?_�PPROVED GATE BOX CIVIL - STRUCTURAL - SURVEYING SECTION 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMM ENTS/REVISED RD INTERSECTION 1 8)(23/05 UNCAS HEALTH DISTRICT COMMENTS 317 Main Street Norwich, CT 06360 REVISION (860) 886-1966 Fax 6 x (860) 88-9165 roject No. Resubdivision Plan - Fan'ws View CIA -3541 <400' H *I Proj. Engineer �,���,�&,%.%`%� Prepared For �6 J.F.M. BOTTOM X10. )rJATE ,�,��� '�� PIC, Stonehenge Pillars, LLC Date: M.J. LENDS) WITH Lynch HIIRoad 6/21/05 RETAINER, GLANDS N.. 2029 /W. Sheet No. �O - t�o Montville, Comecticut III ENA.,"' X4V GATE VALVE Nj� "'/ONAL fit NOT TO SCALE Site Details - * t. - * t. t.