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Drawing D-1 TOWN OF QUEENSBURY ROADWAY SPECIFICATIONS LOCATION GROUND SURFACE PRELIMINARY WORK: STAKE Step 41. Clear and Grub 50 Ft. Right-of-Way 50 Ft. Right-of-Way - cleared full widtk • TO►lOILFORSETTLINO `` �` �• •` �` �` � - �� � �_% �_� Step #2. 6 in. of Item 3 gravel - Minus 4 in. rough graded A �� ~ MANHOLE COVER 12"t MANHOLE COVER' 2-1/2" in. of Item 4 gravel - Minus 2 in. 30 Ft. Center Width - 6" depth of good / Rolled and Compacted to Specifications drainage gravel, _— not over 4" stone not sand. Good I-MIN, E—ASPHALTIC SEAL " Step #3. "T" - Gravel subbase (depth as per Town Superintendent) run of bank o.k. EARTH aAaKFaL I - t- INVERT OF INLET 2"A80VE � r Step #4. A - 32' - 0" L - 1/4" drop per ft. Surface drainage as needed with INVERT OF OUTLET I B - 30' - 0" M - 1 on 4 Normal culverts under roadway if INLET ( - OUTLET --•- C - 17' - 0" (except at driveways) necessary. 1 —}—_—_ --LIOuIO LEVEL - D - 7' - 0" N - 1 on 2 Guide Post & Rail UNTREATED WILDING►A►EIII OR STRAW o n o D a ° o e C 4 • CAULKED JOINT - I = __ __ _ . ; CAULKED JOINT E - 2' - 0" 0 - 3' - 0" or as needed Catch basins or subsurface e 0 O 00 • o • • • c • 4 q •0 on 4 -_ -: _ #g,•.. . •r F - 5' - 0" (can be seeded) drainage if needed. • O - 1 H - 20' - 0" Q - 1 on 2 RockDitchasTelMLRun nNt SANITARY TEE ----aa • a ► 0100"TwN raNT gravel ditch IY•MIN 4 0 a 0 e 0 e • , ,. SANITARY TEE 3 - Wood 6" x 8" (except at driveways) o p 4 ' (at discretGuide ionsof S V2"AC TOP aCOUItSE T`IPE63 AND BAFFLES BE USED • I , • e 0 • �' 0 0 p + pr. 0 e Ga Qa o O . V &Q O a IS •► Q' Ova D d a • INSTEAD OF SANITARY TEE Highway Supt.) 4 a s a d O O • • O ad •Q t� BLOB pea FT. 0 Q _. ;� o •• 0 o q p e a 0 O A p o o >a a K - 3/4" drop per ft. ° • a •° • o • h • e d a o • O e o• ♦ _ 48" MIN - 60"MAX - LIOUID DEPTH � • EACH STEP MUST BE APPROVED BY TOWN HIGHWAY SUPERINTENDENT BEFORE PROCEEDING TO NEXT STEP. - o; 6"MINIMUM i►ACING Or e�LRNeoe►oleE.r' 01• '" rMIN - AMSOII/T ION TKfNCle t r "• ' '� WALL THICKNESS FOR �N.L41U GIIAVEL + POURED IN PLACE roc q•• .�• .n „..• � . ! �� . .�• .. . . :... CONCRETE GR��— OUNOWAYER,BEDROCK.OR IM►ERVIOUSLAYER o •+ :� � • r. •., u CROWNCT10NAL VIEW LONGITUDINAL VIEW SECTION • VIEW it MAx �,�,� r mole A UNTREATED WILDING►A►ER OR STRAW B O • G O V ID /J 0 0 t) D O t1 O C d • aD O O O a 0 4 O 0 o p pp p p O Q • p o o a 0 sa p • p o a o a a r•#Aim _ D G _►Low . _ _ ► ! E F _ _ '�-�'�'� •• K•�� GUIDE POST O 0 / D d Q O 0 q Q o o O c1 V O o O p a d a O 0 4 •O I I r ASPHALTIC t �.f•. 1 D All O O O 0 Q G Q d 1 0 O SEAL • o o d o a is o o d a o 0 0 0 KOrE 711lMCN pTTOY!_ -' It' r _ T'l I 2U"MIN I ( •i THEORETICAL J S _ ` TICAL GRADE THEORLINE a ' GRADE LINE- _ L L K TRENCH►Nnflli 1 �� RING I I ___OUTLET _1 `— (DRIVEVYAlAf p 6%M� IF INLET ��I � 1�� �- "�'•:-� �} I BOLTS 1 I M t I , �a I — _ I +• i �,l �J BITUMINOUS SURFACING T GRAVEL BASE ROCK LINE-7 — NOTE: Do not install trenches in wet soil. I .!. � N 6 MIN. Rake sides and bottom of trench prior to placing gravel. _ I t l • CROSS SECTION IN CROSS SECTION IN End of all distributor pipes must tx: plugged unless interconnected. FILL CUT PLAN VIEW ABSORPTION TRENCH DETAIL TYPICAL ROAD SECTION NOT TO SCALE TYPICAL CONCFXTE SEPTIC TANK ADJACENT LINE OF LEACH FIELD 1 1/4' /FT —� Q SEE CROSS-SECTION(THIS SHEET) 74'�P SCR35 SEPTIC TAtJI( BY ACCESS PLUG FINISH GRADE OR TOP OF PAVEMENT MILLLER FINISH GRADE IN ALL DISTURBED AREAS,REPLACE - p �- SURFACE TO ORIGINAL CONDITION rYP PIPE SPACING 1/4'/FT io 11_ 11=IIt_ `ill_ .I _iu_.n II_r _I!I_111r S NOTE' 1. THE EXCAVATED TRENCH MATERIAL SHALL 4 a BE DEPOSITED AT THE SIDES OF THE *IA-DIST. BOX CORPORATION STOP TOP CASTING O �` TRENCHES AND USED FOR BACKFILL UNLESS BY FORT MILLER MUELLER 'ORISEAL' a Z DECLARED TO BE UNSUITABLE BY THE L TH OF LINE-SEE NOTE Z SERVICE BOX o 0 ENGINEER. BACKFILLING IN TRENCHES IN WHICH PIPE HAS BEEN LAID SHALL BE 1/6"/FT. SLOPE a o Q DEVOID OF STONES LARGER THAN 3" FOR 20 MIN. z THE CURB STOP Zo 0 � THE LEAST ONE U SUITTABLEBEXCAVATEDOP OF 0 + Z g W C MATERIAL SUCH AS PEAT, MUCK, ROCK, ETC. WATER LINE16-3 Z • SHALL BE REMOVED FROM THE SITE AND 0 = o REPACED WITH MATERIAL ACC=PTABLE TO R PROPERTY LINE. tD O Z THE ENGINEER. ' a W 2. COMPACT ALL BACK FILL TO 95% MODIFIED C.L.D.LP. MAIN - _ H PROCTOR.IN PAVED AREAS,85% IN TURF c AREAS. COPPER TUBING = T �" 12 � oT ' J 3. STRAP AND ANCHOR BLOCK INSTALLATION MUST BE APPROVED BY THE ENGINEER © xov �ylZ' SELECT GRANULAR '� a BEFORE BACKFILLING. ANCHORAGE DETAILS Z�&SE ��G,�!y17-Ts6 IoLATEP,gGS 1L 12 FOR GATE VALVES ARE TYPICAL FOR 74AIX FILL I ALL GATE vat_vEs. TYPICAL SERVICE CONNECTION DETAIL CURB STOP WITH BOX O.D.PROPOSED PIPE 7-- C/SE to CA7,F,"ZS Z/ NOT TO SCALE Not to Scale T•v WAT E:R & SEWER DETAIL TYPICAL LEACH FIELD LAYOUT Not To Scale Not To Scde NOTES: L MAINTAIN TREE COVER EXCEPT THOSE TO BE REMOVED FOR BUILDING AND DRIVE CONSTRUCTION. 2.TOPOGRAPHIC AND BOUNDARY DATA TAKEN FROM A MAP Title: BY JAMES NESTOR CHESTERTOWN,N.Y. DATED APRIL 1, 1987. FOOTHILLS APARTMENTS Its DETAILS MORSE ENGINE RING QUAKER VILLA own of Queen bury_ Warren Count - State of New Yor* GLENS FALLS NY 1240 1*1513hp Designed; Checked, Scale Sheet of Drawling No. { S'/%Wse R.S.MORSE 1 . 50, 2 Sheets Drawn: Date; Project No. q� J.MANCINI 5/26/87 87— 3200 D 10 ft.