Loading...
D2 General Civil Details POST SIGN DRAWING NOTES: D2-1) WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE 1Y2" COMPACTED TOP IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH NYSDOT ITEM 403.1 TYPE 6 BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO RESERVED OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL 12"x18" BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO M.U.T.C.D. 2" COMPACTED BINDER PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO NYSDOT ITEM 403.13 TYPE 3 WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO PARKING BACKFILLING. (REFERENCE — "TEN STATE STANDARDS") 4" WIDE DIAGONAL PARKING D2-2 PIPING INSTALLED WITH LESS THAN 18" COVER SHALL BE PROTECTED WITH A LAYER OF INTERNATIONAL „ WITH ) SYMBOL OF STRIPING; 2 O.C. 6 —0 PERMIT ® I SUBBASE COURSE; GEOTEXTILE FABRIC OVER THE TRENCH EXCAVATION EXTENDING A MINIMUM OF 18" INTO ACCESSIBILITY & 30' TO CURB ONLY L— NYSDOT ITEM 304.05 UNDISTURBED SOIL (BEYOND TRENCH LIMITS). (TYP.) 12 TYPE 4 COMPACTED TO a (MIN.) 95% MODIFIED PROCTOR 4" � _ %} 18'-0" STEEL CHANNEL (TYP.) COLOR — BLACK , ••:s , �,: GEOTEXTILE EXISTING SUBGRADE BLUE BACKGROUND W/ WHITE SYMBOL 1 0 POST SIGN DETAIL 11 PAVEMENT DETAIL \PD2// SCALE: N.T.S. \PD2 SCALE: N.T.S. C.� 0 Z CL Ll.l F- N 9'-0" 8'-0" 8'-0" CUSTOMER PARKING y SPACE _U In FLUSH W/ PAVEMENT � OR 1" REVEAL IN Do 9 PARKING SPACE DETAIL TURF AREAS 0 c1/� SCALE: N.T.S. FINISHED GRADE d- 0 3 VALVE BOX I° (TELESCOPE PATTERN) 4-1 cy GRASSED 1 —0 z iiiri,. /i1 Z Ld 3 BOAT PARKING PARKING AREA o PRECAST CONCRETE \r\ - > Q PARKING BARRIER // 3� cD I of 12"—1 A i� /\ \\/ 0 o ���%\�/ \ I LANDSCAPE AREA PARKING AREA `\ \\r\\r\\�\\/\�/\�/�\//\\ TAP PER TOWN OF N I QUEENSBURY REQUIREMENTS ° ° ° A PARKING DIVERSION SWALE SECTION —� TO BUILDING 0 w \�\�\ SCALE: N.T.S. cr \%\\ �2 M.J. GATE VALVE (PROVIDE THRUST RESTRAINT AS REQ,D) COPPER OR DUCTILE IRON PIPE ui 41 / 12 PARKING BARRIER DETAIL p ♦\1 SCALE: N.T.S. 00. �/ E ry 13 2" WATER SERVICE CONNECTION DETAIL c \92/ SCALE: N.T.S. 0 N E .a c TRENCH WALLS LAID BACK PER a� OSHA REQ'MTS OR SHEETING a CT IN PVMT IN TURF c --4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH FINISHED GRADE a a AS PER +? ® PAVEMENT cn D ETAI L BORROW: WELL GRADED INORGANIC GRANULAR SANITARY SEWER; Y SOILS AND / OR ROCK, MAX. %" SIZE, NOT 59—011 SEE NOTE D2-1 o MORE THAN 20% BY WEIGHT PASSING #200 Z 3 SIEVE. OR NATIVE MATERIAL WATER SERVICE ORIGINAL SUBBASE COURSE 10/21/05 0 REVISED PER TOWN COMMENT/CTM SIGN OFF HTJ 0 Z 07/15/05 ® REVISED PER TOWN COMMENT TSM _ 1' 0'> PIPE ZONE BACKFILL GRADATION SHALL BE: S OUTSIDE CROWN N VARIES "WELL GRADED SAND WITH 3/4" MAX. PARTICLES 04/15/05 0 SUBMITTED FOR SITE PLAN REVIEW TSM SIZE AND NOT MORE THAN 10% PASSINH #200 DATE SIEVE REV # ISSUED / REVISIONS BY `v SEE NOTE D2-1 SEE NOTE D2-1 DRAWING: PIPE SPRINGLINE / GENERAL CIVIL DETAILS //// /// /j PIPE ZONE BEDDING — FOUNDATION STONE TO SANITARY SEWER; (�OF NEy, D2 / / // /j VARIES CONFORM TO NYSDOT STANDARD SPEC 703-02 SEE NOTE D2-1 ��A MASS rp / / / COARSE AGGREGATE .Z , . / / � � -�� � AUTO/BOAT SALES FACILITY / / / / m * "DIAMOND AUTOS" NYfr �� EAST QUAKER SERVICE ROAD �, UNDISTURBED SUBGRADE OR 1 5 WATER SERVICE / FORCE MAIN CROSSING DETAIL' �� QUEENSBURY, NEW YORK ;- EXTRA FOUNDATION STONE SCALE: N.T.S. Ssll I.D. (Max.) JARRETT - MARTIN ENGINEERS, PLLC H. TH4 AS JARRETT PROFESSIONAL ENGINEERING oP . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 C14 / 14 TRENCH DETAIL IGHT©2005 GLENS FALLS, N.Y. FAX: (518) 798-1864 ji SCALE: N.T.S. ONLY COPIS OF THIS DRAWING W TH A OLIIESEALSIALLBE CONSIDERED TRUE MARCH 2O05 PRO#04-134 SHEET: 5 OF 8 AND VALID ALTERATION W 0 BY EERISUNLAWFUL WESHEET SIZE:24x36 PLOTTED/REVISED:10/21/05 9:00 AM 6Y A U(�NSB]EJr(�IS UNLAWFUL L.�