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NORTHERN DISTRIBUTING SUBDIVISION PHASE 1 SUBSURFACE EXPLORATION RESULTS TEST HOLE DEPTH SOT DESCRIPTION .PESERI/EO FOR DET"�iUT/ON�/�VF//.TiP,g7"/ON AiPE.9 1 0' -0" to 0' -6" Top Soil 0' -6" to 2' -0" Coarse Reddish Brown Sand -� /V tifr 2' -0" to 9 '-6" Coarse Gray Sand / �✓/3C Etc :P.r c ,7 ax Pc��.g�.��ia > Co /ne CQro/r �/ Edu orz� o. � Toorrne (eQ�v Pefcr o v/�h P �e// �94� (No Rock or Water Found) / I / Couiv///c �tiC Oh 11 GGI-7`rU dC o a 2 0' -0" to 0' -4" Top Soil � '-4" to 9 ' -0" Coarse Grayish Brown Sand AliV Olo'— 40 �— 07 '-E / (No Rock or Water Found) 30 REAR 2 75. LP �TYP/GAL 3fl3.8 -� 9s0. OD ' _ 3 0' -0" to 0'-4" Top Soil 0 -4' " to 9 '-0° (No Rock rse Reddish orr WaterBrown Found)Gray Sand i AR.�F! � ® � rest Ho% �-3 Etio G"G4s MAIN PA14SE 2 �L�K - -- \ — RP v/ SGU9�Ile-S o.v RR. SP/4E /v o ART/ SYS RS Q /P FT] T-O /'\ I V O /5 P/tip ro /c/ ra S/OL' W 137-3-3 // 7yPrG4L I d 1`3 3 PERCOLATION TEST RESULTS � ® � I NORTL/E,PN O/ST,�iBUTirc/C CO, /NG. 137-3-2 I - - - — - TEST HOLE TEST MIME TO DROP 1" �N - r Po/A/r� -- - ON /,r SP/flE /N I 1 Om in . 20 sec . PFJP /N i /r//�/T_ POSE 2 0 min . 30 sec. 3 0 min . 40 sec . / 325. � � — 2 1 1 min. 16 sec. R= GiD' R=32�0 ❑ L=45.78 ' S o5�004Z"W /25.0o'L=29.7/' 3 1 min. 16 sec . I I �� —L 2 1 min . 16 sec . 24-00 TEMR�RARYP[_UC� -'ZS � ,�/sT.P//3uri/t/l' I 'i � �ov�d Pvr,�ir/g YEN— _ c o N W%NG S[YYLILES CTYPj 2 © © o k ----- --- — -- 1 (, ------ —--- I \ G Pow \59 �. � 28. oo� � 3�•,/d,•�-- /2.952 AG. i h O. w �� o \ - 37-3-1 ° O of ® \ N. rest ? /e z �. --2.624 LTC. \ N' �9 ��s B"WATER SERV/GE VAL VE TO 3' � INS TAL L l✓ATER M4/N /N/6"STEEL SLEEVE !"T/>%CX/YESS 137-3-4 \ c.._ oa oo - / / ,BEYOND ROW L/NE RROV/DE RLUC� ��,� D CDER � So.� �SLEEI/E TO 6XTErYO lo' �3EYON0 ET�OE OFPAIEMENT < < / io' �tiiir Eosemeot (T picol) �F/D/US - ,SO ' Y L = 78.5� r - (S. S/OE) ANo TO 9//V4L1/E OR �' f3EY0/✓O�G(!/Ei�lIENT \\ 1` 2 .4T E/UG7 OF SER✓ICE r r - -- /B.-�2p 7� � -- -- -- - - (TYf'. FoR �) --- ---5 05�- oo '-s�2-L{/ _m � _L O �(�� lolo ' \� �ii/ S/O6'f Gt/f!/GflE(/ER /S G•R6ATER. - - - - - 3 0 - - - ----- -- --------------- --- ------ - EX/571N R/ /-/TOFW4Y GONYEYEO 7Z?727W I42,z- EE/ FUPY �� = � ff /s oo F 8" TARRING VAL I/E AMO 2.4f POG/IHiELL I I - - -- - TYPE 622 ERoXY Go4TE0 WiTN SS. BOLTS. O5 � 00 - 42 " E --- - --- ---- -- ---- N O5 �00 �2 E-- --300 , 00------- GAREY RE-L ESTATE TRUST. / - - ------ - -- - -- --�--- � /�/ --- - - -3�SOo_' _ e --- ----- - X N/GHES? �O/l/T \`moo - \ �/ / / S®F�oN //�lol�' f/YORANT 250. 00' o' ur ty Eosemeor trypcoi0 P=so� -- \ POLE TO /5E RELOC4TE0 / T VALVE S DUGT/GE IRO/✓ !rl/4TER 10411V, RLLICE � _ jB Ste' sM, SO/ EdSTOFNEGd �OL10- GO�/TR4GTCdR ON RP. SPIKE /t/ ,� \ �TyoJ WATER L/A/E B ,FROM Eo4E OF ROW-PER N/4'N�S7" Po//c/?' TO Ga0h'D//v47-,E W/TH UTILITY GOM/�4NY TOWAIOFQ_UEEN- - - - - - - - - - - --_ 0" PP SP/flE/N AI / h I TAM®o P4Q /V/V 9 3 397 73 ' - 0 vj hU p o — C'orcy A�co/ Es7ofc Ti vs7 / /5 37LA6" O IIIIII / 137-3-5 ' J © sPac�Es 2,/57AC, I 1 �. 4' ov/DE 24'W/OE TEYIRORARY O�TO//R Pf/ E 2 ` \ /705 AG . 37-3-7 A S So'_ Gl//T.S/ 8" GQUSyEO STONE y/A/1vT4/N �IIIII \ ' ' 137-3-6 I I gU/gyp/N� I E C 2 W4y TRAE�/G aT LSLL TIMES. Qp \7 25' RESER✓c0 F04 FG Tc RE `' ' PHASE 1 LIMITS 3 M/NUESOTQ A E. .5 OS o0 �2 ' Lv 30o O S QS oo "- 42 ' Lv 3SO• Do' - i f TYPICAL SITE LAYOUTtF NOTE REFER TO PHASE 2, /UOEX S!/EE-T, ORd WING 6AS /YlA/N,9GYdTER h14/N O<1TA TAKEN �POM 3v5�3URY WATEF,' STORAq,E prSTR/suTiO V FOR �//G//t//Ty MAP dN0 LEIiENOs. O/STR/GT GO�/TR4cT n/O /2 TR<tn/SMiSS/ory REFER TD PLf4SE 2, Oi+/r. 7 Foe G�T<t/LS. �i 1"4/1/� ARPURT�/uvvcEs cORiivTf/ /2ov(7, /Y//N!l/ESOTA AVEic/C/E IJNO IIVZ-J/4,c14 A✓,En/UE " PPEPL42E� ,BY KE571VE1E' ENS/nIEEeS OAtTEO APT /972 SEWER REPFlIR CORINTH ROAD WITH: SE— NOTES : WATER 12' NYSDOT ITEM 304.05, TYPE 4 SUBBASE ABSO L'_� 1. WATER SERVICE LINES TOEACH LOT TC BE CONSTRUCTED AS SHOWN . 3' NYSDOT ITEM 403. 13 BINDER, TYPE 3 -- R__-PTION FIFID DESIGNC_ -_ --RITERIA -_ __ PLACE SERVICE VALVE AT TEE. ANCHOR VALVE AND TEE WITH 2-3/4" 2" NYSDOT ITEM 403.16 TOP, TYPE 6 THREADED CADMIUM PLATED RODS. USE NYSDEC DESIGN STANDARDS FOR FILL SYSTEMS WITH RAPIDLY 2, ALL WATER MAIN CONSTRUCTION SHALL ; IEET THE QUEENSBURY WATER Of APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED f ERI ( ABLE SOILS. DEEPPARTMENT' S DESIGN AND CONSTRUCTION STANDARDS - DATED JUNE 18, � BY THE PLANNING BOARD OF THE SAWCUT EXISTING PAVEMENT EDGES q0� L. ; 87 . \p p 8A,R p TOWN OF QUErNSBURY, NEW YORK. USE NYSDEC OFFICE BULI_DIIIG [ [NOW RATE AT 15 G. P.D./EMPLOYEE . 3. ALL WATER MAIN INSTALLATION MUST 13E INSPECTED AND APPROVED BY t x� CONTRACTOR SHALL SUBMIT PLAN OF MAINTENANCE AND PROTECTION OF ACTUAL FLOW RATES TO BE VERIFIED AS LOfS ARE UEVELOPEU, BASED QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING, DURING HOURS OF CHAIRMAN TRAFFIC IN ACCORDANCE WITH NYSDOT MANUAL OF UNIFORM TRAFFIC ON NIPBLR OF LIIPLOYEES, RES /O IROOM AND/OR FOOD SERVICE 7 :30 A.M. TO 3 :30 P .M. IT')FL : BASE Q CONTROL DEVICES AND STANDARD SPECIFICATIONS. PLAN SHALL BE FACILITIES. DESIGN ON ACTUAL VALUES. c'��, Np, 49g63 PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TYPICAL DESIGN VALUES : 4. PROVIDE 48 HOURS ADVANCE NOTICE TO ENGINEER, WATER DEPARTMENT, VLRTICAL DATUM IS 13ASED ON U.S .G. S. SEA LIVE[_ DATUM. �SFOLAND FOR APPROVAL PRIOR TO CONSTRUCTION. AND WARREN COUNTY BEFORE TAPPING 24" MAIN. MAINTAIN 2-WAY TRAFFIC AT ALL TIMES ON CORINTH ROAD. PROVIDE FLAGMEN AND AT FILL LEAST TWO SIGNS IN EACH DIRECTION. CORINTH ROAD CROSSING SHALL MATERIAL BE DONE IN ONE DAY. ArON , cr, A 0- NO. FLOW SEPTIC TANK PERC RATE APPLICATION R7Ql1IRED IAfERAT rr a'r »a LAW"= - •__ _ APPROVED BY TOWN OF QUEENSBURY HIGHWAY DEPT. I M11 OYEES RATE SIZES (MIN/INCH) RATE AREA I If T D SITE David F. Barrass 20 300 GPD 1 ,000 GAT . II-15 0.8 GPD/SF 375 SF 5 @ 10, E.S. 49363 300 GPD 1 ,000 GAL . 16-20 0. 7 GPD/SF 429 SF 4 @ 55 ' DRAWN By ENCR c , . PAUL NAYLOR, HIGHWAY SUPT. DATE PERMANENT IRON ROD MARKERS TO BE SET AT EACH LOT 300 GPD I,D00 GAL. 21 -30 0.6 GPD/SF SOO SF 5 @ 50 ' NOTES: o ��a 'r��„ NQRTHERN DISTRIBUTING SUBDIVISION ✓ �+� CORNER AND CHANGE OF DIRECTION. m O� P�F,QS�vwp'' . SCALE TRADE COORD CHK. g _ 1 . ON-SITE SEWAGE & DRAINAGE SYSTEMS NOT INCLUDED IN ROAD AND WATER MAIN TOWN OF QUEENSBURY 1"=50' REINFORCED CONCRETE MARKERS (4" SQUARE AND 3' ADJUST FIELD SIZE PER NYSDEC CRITERIA BASED ON ACTUAL NUMBER CONTRACT. = _ s c� DATE T cR cR LONG MIN. ) SHALL BE SET AS NOTED ON SHEETS #I . OF EMPLOYEES FOR EACH BUILDING. a � - PHASE 1S 10 -28- 1987 MONUMENTS WILL BE SET AFTER ROAD CONSTRUCTION IS 2 . FOR CONSTRUCTION DETAILS, SEE PHASE 2, DRAWING N0. 7. q� �. Z =e5 1 d - PROJECT No COMPLETED AND BEFORE TOWN HIGHWAY SUPERINTENDENT Q �� �p Z O ;�? LAYOUT & UTILITY PLAN 86-1993 INSPECTS THE ROAD PRIOR TO DEDICATION. 4 41 Q� - o - 0 APPROVED BY TOWN OF QUEENSBURY WATER DEPARTMENT Q h �V cvtcW a (n /s '' , D55150 4���� DRAWING NO W 3� GLENS FAL , W s D ® NEW YORKLS Cr t RIST-FROST ASSOCIATES, P.C. LACONIA, 1 THOMAS K. FLAHERiY, WATER SUPT. DATE Q p 00 °d� Or .. �+1 ~„� --- CONSULTING ENGINEERS NEW HAMPSHIRE THOMAS W. NACE REV P.E. # 55150 SHEET / OF aJ NO '� Swole t I f--ooi/cdhoy o� sf�ocu - 3 on ht ofs/opc , l 7 /_ \ 0� O ds eepncss o,� rescr/f/79 9/270C"0/ a �� loe afs/ooc- exist d �i RESE.Rt/EO �®R DET.ENT/ON /�(/F/� TR,9T'/ON .9iP.EA Iow.> o>° Queers6ury F//3C ,EYu.ro..�eP-,Pond .Pernr.Qer,afio�r Co /ne Coro/yn �J. .Edu.ore� one Jo4tin _ . // / Couivi//c C w GGr�rudc / Pc fcr or, u�ffi � zc// uric or,d ,bg4� PLAN -� b( 365. 00 TYPE A TYPE B 9so. oo " - v/� 9sP E4 Tc s f/o% "r3 �6S7'07,f- rust PHASE 2 \ -� t_?Z10/ �K X 3M. S/2 Ol,Cr�0�0 i � 2CZ<3 �J/Ok("' \ I �� srs e yr su/,q,��s o,L/ /fR. s�//ram /,v cages cock bale , F!s Q e e.D T O /s " Pi cry I U �o t ro rrr ro E' i 6_6 \ o Gar/ri 70 X Sf g/L�und a rOA/ Fi PCF/s 0 sF) Low I � ® � I NORTL/6R1V O/STD/BUTiNC CO, /NG. \ -Exi� �v�/�fii-,o 3 SECTION ❑ ❑ Nnr 9 R✓Y 97-/ \� - - - - - - - •1 �4. 388. 3l0 BALED HAY OR STRAW EROSION BARRIER R= 325.G�0 R=32�0 / L=45.78 ' o `00�12"W /25.00'L= 97/ � \ \ I 0 / ❑ - - �� EROSION CONTROL DURING CONSTRUCTION �� d✓ "/ RES�PYE FOP I P®ace/ '/d' 1 . BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED AND 24t00 P °I /VORTNERit/ Pnrf/f,g DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN * 3a D/STP//3t/T//C/!� I / Paued F�Qr ih9 ll ALL STORM SWALES AND DITCHES. 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FORM A PREVIOUS BARRIER IN THE SWALE OR DITCH. j� � V r �� 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH ` ` I BALE TO ANCHOR IT IN-PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU OF STAKES TO STABILIZE BALES-TYPE SEDIMENT TRAPS. I -- - �� �\ �s TEMPORAlzY EROS/ON CONTROL BARK/Ff2S - - - - I 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR ` I FAILURES OR CLOGGING AND ANY FAILURE OR CLOGGING SHALL BE © © C IMMEDIATELY RECTIFIED. PLACE El/E.R>' SOo o_ �3 v �A ALONG R�AO (TYPEd TYPE I T�� 5. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS 1/ REASONABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA z SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY, RAPIDLY- 952AG.\ \ S j8 - 59=/B " E d.�� I A GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR /2. �- - - - -- - - h v1 TEMPORARY SURFACE STABILIZATION. SO"\R O. W \o o SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING \ _ \ \ S S/ Oo -�2 "dC/ / 6. SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE - I STRIPPED OF COVER GRASSES OR WHERE FILL AREAS ARE EXTENSIVE. ORYIVELL S AMD \ `\ ST� d1 0R®/N I 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING; OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. .�J -- - - - - - - - - - - - ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY __ j Z.624AC. \ N �9 ��s / L/M/TS OF CLEAR/Nl 4T �O x20 X/ GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH 5 ORAnuA E EA!5 77 'AREA CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE, ALL ®&TEN EASEMEN T Easement (Typical) AREA S�/ SEEDING SHALL ALSO BE MULCHED IMMEDIATELY..l �P �- � •' l y a 0 y J /f/ //0000� /7*0 /6*o CI�P�Y PO /4*00 -------- -i3-oo--------- /z*oo --------- / *oo---- /o.o S' OS� 00 � 92 t , t _ I --_---- - ------- ---o- - ----- ------- / IA//VTENANGE ,5' EAG1 /VA 5 -. 0-03M p 2 - --- - / X �ai� v�sr �D/yr o _ \ / �ACHORYIz/EGL / Ro -- �\ / ! 'SOF NT //�(p/,p 250. 0� 1O' utility Easement (Typicol) q sM. / ,L= 7a sg' SO TY C SITE LAYOUT h /�h �sT �o� vr Ems. = - - - - - - - - - - - - - --- Y N � �, y / ' � I L4nrOc ,APE PLAA/Y!R/ljS I A/M 9 3 o r �X/ST/Nl TREE Col/ER I 0 _ 7 SPacES /OE 24'N//Oes TEiY1?O24Ry O�TOUR 50' 1 !�1//Tf/ 8" G2USyE0 STONE �f4llv7-411v�/ASE 2 IIII \ Ir I I eur�/✓C, I - - C 2 way ?Ra��rG oT <tLL T�MEs. \ \ 1 A ' �j \ V COS/v7�/ P0a0. eCti o�rE vrio/t/ 56-2-lc j SYSTEM \ 33® PHASE 1 LIMITS 5 OS �-00 f2 Lam/ 3p0. O S OS 00 - ¢Z \\ \ I NOTE GAS /ylA/N�ly.4 TER hL4/N 0,4TA T,4KE/✓ �.POM 3 r'QL/EEN.S.BURY l�1/A7ER SToRA�E � piSTfz/,8c/T/On( V O/5TP/GT CONT?�GT n/O /2 TRANSM/SS/oN /NA//vjK ,4f?URT<�/v�S CORiIvTH /YI//UNESOTLt <t l/E"�vUE .Q/✓O iNL7/vx/q .1✓EA/UE " PeEPL42E0 eY A25S7A/E,2 Ev�rA/EErzs 1 OL1T�� APT /972 DRAINAGE GRADING AND EROSION CONTROL 1. DETENTION/INFILTRATION AREAS ARE SIZED TO LIMIT RUNOFF TO UNDEVELQPED 1 . SEE PLAN FOR LOCATION OF EROSION BARRIERS. SEE DETAIL LEVELS BY A COMBINATION OF CONTROLLED RELEASE AND INFILTRATION THIS DRAWING FOR INSTALLATION. �E` v OUTFLOW OF MEW. 2. SEED AND MULCH DISTURBED AREAS PROMPTLY. �Q'��p F• B�nR, -pf 2. BASIS OF DESIGN = 25 YEAR 3. PLACE TYPE "B" BARRIER AROUND GRATE OF EACH DRY WELL AND 3. SIZE AND LOCATION' OF D/I AREAS WILL VARY DEPENDING ON ACTUAL SIZE OF MAINTAIN UNTIL TURF IS ESTABLISHED. FL : * � BUILDING AND PARKING AREAS AND INDIVIDUAL SITE GRADING PLANS. THE SIZES SHOWN SHOWN ARE SUFFICIENT FOR TYPICAL PARKING AND BUILDING AREAS VERF1',..AL DA'UM IS BASED ON U.S .G. C. SEA LEVEI- I)ATUM. NOTED. 4'0. 4936 t�+ S (kND S�a% "ALTERATION OF THIS � ^ c � `. fAD /VOTE REFER To P145E 2 /A/OEX S//EE T, ORL W/N / Li ENSED PRCPeS& ' LASTION OF SEC. "'IC ' i F rI + IC v/C/.vi TY 1l4AR l A/p LEC,E O$ OLICATION LAri" !r ? REFER TO PHASE 2, Ol4/l,. 7 FOR OETGI/G S David F. Barrass pp L.S. 49363 DRAWN BY ENC•,R CH - CLEARING /� a �``yy"tf NEft""'i, NORTHERN 'DISTRIBUTING SUBDIVISION ✓ �'� u�/) LANDSCAPING m. `�����F,Q " wyQ W �9�%% SCAL TOWN OF QUEENSBURY 1 iRA E CooRD CHK "=50' T 1 . LIMITS OF CLEARING ARE SHOWN. NO TREES TO BE CLEARED 1 . EACH LOT SHALL BE INDIVIDUALLY LANDSCAPED ATIME OF DATE C = = PHASE 1 > T�, Hn DEVELOPMENT UNDER SITE PLAN REVIEW. \ a =*= * - CJf.�Yv N` 't BEYOND R. O.W. LINE. 0 -28- 1987 z. CLEARING FOR EACH LOT SHALL BE NOTED AT TIME of 7 z = tl >i= DRAINAGE, CLEARING, GRADING & RRo ECT No DEVELOPMENT UNDER SITE PLAN REVIEW. � � So = O ' i EROSION CONTROL PLAN 86-1993 p0 �_ a _ .,�FO�• 055150 F . DRAWING NO GLENS FALLS, M� 5LL u tL D O NEW YORK cc o ` ° o RIST-FROST ASSOCIATES, P.C. LACONIA, _; .•, r \ _ CONSULTING ENGINEERS NEW HAMPSHIRE �tj_ o THOMAS W. NACE REV z P.E. # 55150 SHEET 2 of 3 NO ! STA 19-+C>0 STA. /(a f5O EL.EV 38470 ELEV 385.15 57-A. 19t50 STq ,29-to c> /Do' Vc. Ex-Ev 38`�¢5 .E4. (V 38&.70 loo' V.c. C.c. 0.13 C.C. /oo' Vc• 3oo' VC, -a,13 LOW PT H/�N PT C.C. 0./3 C.C. LOW F77 hflCrH PT s9s N CAREY ROAD ° wpm "' ° ma ro� mN 390 `' Q vm v r c� m � hum VQQQ> �MEE ExisriNc� �RA�E -- 350 L.F. Ol2M ORA(Al TREA/Gf/ M ^' M pRY 350 S ORm' ORA I Tf2ENG tO.S� m M M m PrODOsed 8 _Woterune 5 Min.to 6 Max._Below F. G, W IVVEL( m. — Y Q Oo +O h Q to O h m m S 5 S S5 V S N � md. 0 0 m � m � Ok) N H a ^ � � O a o N hh h � HU � � �d vi a rp BOO aq moo �a bro 0. � 00 Cbe � � d e � hh 5 5 h � h � mro mM mM t � 1 ce °o goo � Q � � �Q � � boo ba D� o, � y MM cnm mm � m M � mm I. 0 � � cam � 00 m 0000 we � � 4, 0� Mh mm nm h W � Do N Do lI +'DC> /z+OD /3tD0 /¢t00 /5+00 nl m (� M M M Srl h�vl`1 M M fv� m M m m m LO Miff) m m m m h1 /6 f00 /7*p0 /$+Dp /9t0o ZO tDo Z/eOc> Zz t00 2 3+00 Z4tDo PLAN HORIZONTAL SCALE 1 "= 50 ' VERTICAL SCALE 1 "= �' I C C� 70 CATCH eA S/A/S SET AT W/Nlr 51414LE /NV/E"RT CONNECT TO 0.4YWEL1_ DY/TN /2"CORRUC,ATED STEEL P/PE�TYP�, STA. /0¢50 CURVE 2 GA TCf!f34 5/A/S /24 8 B 7+00 8 oa -f? _ ¢ 15+00 STATION P.C. = 21 + 10.83 STATION P.T. = 23 + 51.68 STA,, /T+-50 oQ G4TCN P4S/NS R = 300.00' _ STA./4f00 /0A �� T = 127.34' lo+� -- - -- DETENTION G4TCL/f..3A5/N//G E 1 CURVE ORyWE� s a4S/A/ - --J 4'O"D/A. DRYWiQl_L W1771 13 2�8 l/EfZT/GAL SEGTiOn/ STATION P.C. = 17 + 14.66 `� \\ L = 240.86' V SAW CUT EXISTING. 5 0RA1MACE ��\ - 11 �O PAiEMENT EAScMENT STA /3r8o //� STATION P.T. = 19 + 55.51 °xao �� = -46-00 00 SrOl/�G104A/N7jzFf/Gy �\ S TA. /4r00 //A L.C. = S 28-00 -42 W 234.44 4 � � CATCH Rad 5/NS R = 300.00' Of2YWE1 L S T = 127.34' \ BEGINNING O L = 240.86' \� TA. IO+Oc�.oO L.C. = S 28-00' -42" W 234.44 �o `� S7A. 23+00 �� `. GATCNf.3AS/MS 9Glfi�P AA10 ORYWELLS �a �T __ z3,00 SEE �N�1SE 2 350'STO2PMOR.4IA/ THE eG:Al _ f-0,q COA/7-11/"7_10AZ 1 / PROFILE NOTES: 1 . DRYWELLS FOR PHASE I SHALL BE FORT MILLER 8'-0" DIAMETER WITH ONE 5' - 0" VERTICAL SECTION, EXCEPT WHERE NOTED. 2. SEE PHASE 2 DRAWING NO, 7, FOR CONSTRUCTION D TAILS. of rIEwY ®P 96ciP �FD LAND !, r If), CF j ,c "0 j F y 'T E3Y A ,.I F^ F -! A C ?-JAI✓7209 OF a'NEVd PORK STATE ATE .. - E - David F. Barrass L.S. 49363 m DRAWN BY ENGR.0 a o " QF NE'iy'y%, NORTHERN DISTRIBUTING SUBDIVISION M,7fe11 " P� siv'y�- ' '' ne TOWN OF QUEENSBURY SCALE TRADE COORD. CHK. r AS NOTED PHASE 1 DATE T CH MGR. N V) =? Z.`z= 10-28-1987 /�. �w� z _` PLAN AND PROFILE PROJECT NO. m �l c1c� o O '-.�'" �'�; CAREY ROAD 86- 1993 w - ''• �d5-5150�ry�� LV > '''' ICSS�1� (��``\\\ D DRAWING NO. o ¢ /CJ u GLENS FALLS. _ NEW YORK o z z o RIST-FROST ASSOCIATES, P.C. LACONIA, fP p a a w Lam. CONSULTING ENGINEERS NEW HAMPSHIRE - THOMAS W. NACE REV. N \ z P.E. 3+ 55150 SHEET 3 of 3 "0 2