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HomeMy WebLinkAbout8.9PROVIDE 12' W X 18' L MODIFIED RIP RAP SPLASH PAD Z (SEE DETAIL SHEET) OUTLEI 18" RCP FEU 163a INV.=332.0 35LF 18" HDPE kj0D S=2.9% # 19LF 18" RCPP� #6ZD 5=3.1 % 36' C.B.#14 '75D STA. 9+39 LT. T.F.=340.6 INV.=335.5 C.B. 112 STA. 8+69 LT.51 _7 000 00 SEE PROFILE SHEET 11 C.B. #16 STA. 9+62 LT. T.F.=340.7 INV.IN=334.9 INV.OUT=333.0 PROVIDE 6' W X 10' L MODIFIED RIPRAP SPLASH PAD AT OUTLET INV. =333.0 PROVIDE ROADWAY LIGHTING 85' LF (SEE DETAIL) 24" X 48" C.B. (TYP FOR 5) CON[. BOX CULVERT STA. 12+50 LT 5=7.1 % T.F.=336.0 Ilk, INV.=332.4 18 LF 15" HDPAE S-2.2% R=70' 12 -7 r, INV. =33 -5 IWO. 1 8LF 18" HDPE 4 STA. 12+50 RT. T.'F.=336.0 INV.=,3,32.0 "411,iiiiii,1111111W UWE )7 -7 77 C.B. #11 STA. 8+69 RT. T.F.=341.3 INV. =337.9 28LF 18- RCP S=7.5% 358 356 354 352 350 348 346 O 344 342 340 338 336 334 332 330 328 326 324 322 TYPE "C -G" C.B. 415 DOUQLE J T.F.=347.0 INV.=340.0 PROVIDE UNDER DRAIN (SEE DETAIL) 66LF 18" HDPE S=3.0% 50 --WETLANDS UttLK 176 LF 15" H'DPE k\�\\ S=3.5% PROVIDE HYDRANT PROVIDE UNDER DRAIN ASSEMBLY WITH STONE TO THE SURFACE (SEE DETAIL) (SEE DETAIL) PROVIDE GATE VALVE & PROVIDE 500 LF C.B. #19 CAP AT END OF WATER LINE 8" D.I. (CLASS 52) WATER LINE. STA. 14+30 RT. STA. 10+00 TO STA. 14+75 T.F.=329.6 PROVIDE OVIDE GUIDE RAIL INV.IN=325.8 SAT 9+10 TO STA 11+70 LIMIT OF INLAND INV.OUT=325.2 (SEE DETAIL) WETLANDS C.Q. #13 (DOUBLE STA 9+39 RT. 1 40 0 40 80 T.F.=340.6_mI INV.=335.9 18 LF 15" RCP 5=2.2% SCALE. 1 "=40' 0 9+00 10+00 11+00 12+00 PROFILE SCALE.- 1 "=40' HORIZONTAL 1 "=4' VERTICAL mimelf] 14+00 15+00 T.F.=327.3 INV.IN=323.8 INV.OUT=322.6 82 LF 15" HDPE S=1.7% PROVIDE GATE VALVE & CAP AT END OF WATER LINE PROVIDE HYDRANT ASSEMBLY (SEE DETAIL) M.H. A4 A I T.F.=305.0 M.H. #3 INV.=300.0 T.F.=314.0 INV.=309.0 SEE PROFILE SHEET 11 OUTLELIL3 124 LF 15" HDPE PROVIDE 15" RCP FEU S=3.2% INV.=296.0 ot 20' [,SHEET 11 1 �4 1 S_3.� 3+00 3 DRAINACC EASCA4t1VT 4+501 LF 15" HDI 40 11 S=10.3% 1 10LF 15" HDPF, PROVIDE 9' L X 12' MODIFIED RIPRAP SPLASH PAD AT OUTLET (SEE DETAIL SHEET) IL ROAD DATA TABLE LINE LENGTH BEARING •MOM 180.18' 558*57'45"E L2 81.92' S19'33'40"E L3 370.84'S37'22'1 8"E L4 50.42 N89*201'29"E L5 197.62' S33*5825"E 17' 48'38" 200.00 62.17 31.34 61.92 S28*27 59 E R3 53' 17'13" 200.00 186.01 100.34 179.38 S64!00 54-E R4 56*41'06" 250.00 247.33 134.85 237.37 S62* 18'58"E fluir 1 34 owl PO �TA 0+0418j AAMI-P AM I \i P 340.69 PVI 11 ST 10+81. 0 PYI 34,2. 7+65 140 -w -w 011 40 V -2&89 TA P+02 T. 115UAKY C.B. #1 STA 8t59 I + +9 T. LAJI0 IL WEW I N11 IN I L _R_ T--- C. STA 4+741 STA 14+30 IRT. ....... .. .... Pic ell NN J CONCRETE CULVER'r i BOX 18 HDPE -J 18" 8 YvtLr-1 HDPE iTO; 4 i 155 H D P E U C4 co 0 0 c;0 A go 00 n A • to 00 0 9+00 10+00 11+00 12+00 PROFILE SCALE.- 1 "=40' HORIZONTAL 1 "=4' VERTICAL mimelf] 14+00 15+00 T.F.=327.3 INV.IN=323.8 INV.OUT=322.6 82 LF 15" HDPE S=1.7% PROVIDE GATE VALVE & CAP AT END OF WATER LINE PROVIDE HYDRANT ASSEMBLY (SEE DETAIL) M.H. A4 A I T.F.=305.0 M.H. #3 INV.=300.0 T.F.=314.0 INV.=309.0 SEE PROFILE SHEET 11 OUTLELIL3 124 LF 15" HDPE PROVIDE 15" RCP FEU S=3.2% INV.=296.0 ot 20' [,SHEET 11 1 �4 1 S_3.� 3+00 3 DRAINACC EASCA4t1VT 4+501 LF 15" HDI 40 11 S=10.3% 1 10LF 15" HDPF, PROVIDE 9' L X 12' MODIFIED RIPRAP SPLASH PAD AT OUTLET (SEE DETAIL SHEET) IL ROAD DATA TABLE LINE LENGTH BEARING Ll 180.18' 558*57'45"E L2 81.92' S19'33'40"E L3 370.84'S37'22'1 8"E L4 50.42 N89*201'29"E L5 197.62' S33*5825"E 1/18/06 FINAL ADDITIONS & REVISIONS 5 1/11/06 TOWN ENGINEERS COMMENTS LA Engineers, Inc. 4 12/6/05 ROAD REALIGNED PER TOWN COMMENTS CIVIL - STRUCTURAL - SURVEYING 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMMENTS/REVISED RD INTERSEC'TION 1 8/23/05 UNCAS HEALTH DISTRICT COMMENTS �Main Street Norwich, Connecticut No. Date Revision (860) 886-1966 Fax (860) 886-9165 Af ProjeNo. Resubdivision Plan - Fawn's View CLA-ct 3541 HProj. En A gmeer % Prepared For J.F.M. Stonehendge Pillars,, LLC Date: Off Lynch Hill Road 6/21/05 % Na,24329 Sheet No. OV S0 Montville, Connecticut.� � ,, .- � ��r��ss��� IAS �� X % Fawn's Meadow Road Plan & Profile pi i J7 CENTERLINE ROAD DATA TABLE CURVE D E LTA RADIUS ARC LENGTH' TANGENT CHORD CHORD BEARING R1 39*24'05" 200.00 137.54 71.61 134.84 S39* 15'42"E R2 17' 48'38" 200.00 62.17 31.34 61.92 S28*27 59 E R3 53' 17'13" 200.00 186.01 100.34 179.38 S64!00 54-E R4 56*41'06" 250.00 247.33 134.85 237.37 S62* 18'58"E 1/18/06 FINAL ADDITIONS & REVISIONS 5 1/11/06 TOWN ENGINEERS COMMENTS LA Engineers, Inc. 4 12/6/05 ROAD REALIGNED PER TOWN COMMENTS CIVIL - STRUCTURAL - SURVEYING 3 11/1/05 TOWN ENGINEERS COMMENTS 2 10/24/05 TOWN COMMENTS/REVISED RD INTERSEC'TION 1 8/23/05 UNCAS HEALTH DISTRICT COMMENTS �Main Street Norwich, Connecticut No. Date Revision (860) 886-1966 Fax (860) 886-9165 Af ProjeNo. Resubdivision Plan - Fawn's View CLA-ct 3541 HProj. En A gmeer % Prepared For J.F.M. Stonehendge Pillars,, LLC Date: Off Lynch Hill Road 6/21/05 % Na,24329 Sheet No. OV S0 Montville, Connecticut.� � ,, .- � ��r��ss��� IAS �� X % Fawn's Meadow Road Plan & Profile pi i J7