The URL can be used to link to this page

Phase 1 �I �., )� r I � 1 �� - � �_ - BuUJr �� =emH.� LIST OF DRAWINGS e Rese9v6nr�y"�,,yj�' =- �-, walefA Paradise Peach �. ; ) P1-1 COVER SHEET P1-2 LAYOUT PLAN — PHASE S i _ P1-3 GRADING & DRAINAGE PLAN — PHASE 1 r a o —� _ 4 UTILITY PLAN U. L� _ '� 7t1 �a � � ( ,�Ny <.➢➢. el Iz �� _17 hl — ASE 1 P1-5 LANDSCAPE PLAN PH PHASE 1 ( P1-6 ROAD PROFILES 91 (05. °">,' P1-7 ROAD PROFILES P1-8 DE TAILS �t �� . 7TTT � P1-9 DETAILS F A . rptl IG9s1 IG<sl O'i2j 91 1 1 0 • G c _ \ - I - SITE \\\ 1 , �� _ , <`i➢t Lbl ~ u9n read" . . - - \ \ •� �\ •� / L IWsI ➢t 3ryb ro aGl n'1 I•il = .� I �, 'h G2, IilGl IG9c1¢ (REFERENCE DRAWINGS) Park yiOry ID ' I I � RM �6 •, E I. °� 62'1 0° Ib[y s[.•G HORROR %Oi Bb'I 96' - h `ICE sct Quecnibury t RIG =( � ` 2, m 19(GI y s6F4' SP 10 UTILITY PLAN — PHASE 2 po EW., SO r, b $ `[ SP 11 UTILITY PLAN — PHASE 3 ' --' 6lJuon6bury 11�•� •� �' of[r I£1 Ol lO °[62j ujcl m� d bll moll oo'GI Sr lhgh -' Mid Sch \•• IC M H ° s" ¢so Ic6q aces "bri ))JEEP ' 6'zLx � �• yo ° °. _ �� Sch '1 Ic9sl Bo mmm• .. . � y m m � I ,, I➢Wl Pti�' - � ••.' "y - �' 19u1 � I B, , so " ¢6G1 s-Gc F T N 77 _ - 1 4+qt AO � . 9]I9`\ .I� I ' 1'•'V > 92'I 1[9t1 +Ls coo 10[p ZII 251 _ - fofr 5EG I IOl1 1 / / __ 19 EF a OOj Dil - .'. j \ x <•GO - Obi b✓, I9'1 • Ib'I < 2 � 14091 FIREBREAK , _ _ , �. „+f \ ➢'➢ Sir O " 7312 % fa Ij tq�l '..> v (i'�. -_,<-- --.---_ l s 5 ` ` fist '°w 1 wn Wtl ooz — .. 9G1 'S Oy r, I � Im °➢➢ xsmx Gd ` <xb bW, 1 1 I I� 1 1 b• J6p,121 66 bEl 2 f I •- 62 I 921 BE 1 L2'1 Q'I ly I( „ �'� btl O➢, LI I Ix6G1 ' O<I 091 091 OLI It B9 IS I£_GGY y m e N SI ➢p6j 06s1 r➢1jl WOIx 9x WSI G9924 I• l 1 a_ _.�-�. r � I � / f./' I $. 106L1 69G1 - a` <Yo I [f'I x 1'I bL'I LOCATION PLAN 9 .o � Eff, '~b FIAIE of NW"M NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL ➢°, Ir's, l u/ 4z L THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENT SHALL BE INSTALLED N CONFORMITY WITH 711E5E PLANS. a [ 2. NO LOT OR RENAMING LAND SMALL OE 5UBDIVIDED WITHOUT PLANS FOR Sud" RE5LWMSION _ LAND CONSERVATION OENG SLOMITTED TO AND APPROVED BY THE NEW YORK STATE DEPT. OF HEALTH. 43 ' 7 3. THE DEVELOPER SHALL FURNSH EACH PURCHASER NTH AN ACCURATE AS-13ULT PLAN mm nNG ALL INSTALLED SANTARY FActus wrtrN Tiff DEVELOPER SELLS / E G T I OIN 78 LOTS WITH CONSTRUCTED MOUSES. < [}$ 34 3@ 4. THE DEVELOPER SHALL RAVISH EACH PURCMASER OF A LOT WITH A COPY OF THE APPROVED SUBDIVISION PLANS AND SMALL NOTIFY THEM OF THE NECESSITY OF INSTALLING THE WATER SUPPLY AND/OR SEWAGE TREATMENT rwAi IE5 N ACCORDANCE WITH THE APPROVED PLANS. 5. WREN INDIVIDUAL WATER AND\OR SEWAGE SYSTEMS ARE PROPOSED AND THE UtDa9B` CGLEN5 FALLS DISTRICT OFFICU DOES NOT INSPECT CONSTRUCTED FACILITIES. THE SANITARY FACILITIES SHALL BE INSPECTED AT THE TIME OF CONSTRUCTION BY A P.E.. R.A. OR EXEMPT L.L.S. FOR COMPLIANCE WITH APPROVED PLANS. MID rI WRITTEN CERTIFICATION SMALL Be SUBMITTED TO THE APPROVING LMD PRIOR TO OCCUPANCY OF Thr PREMISES. ra y 11 d5 0. PRIVATE SEWAGE DISPOSAL SYSTEMS SMALL NO LONGER BE CONSTRUCTED OR USED ,o m_ f 1. AT3Tt.E ■■■■■1a Yil1■�■ If1... 1i■■y.'�Yi "`�PO ' AFTER PUBLIC. SEWAGE FACLITE5 ARE AVALAME. CONNECTION TO THE MOUG SEWERAGE iY 73-1-3.1 SYSTEM IS Rr"ED WRHN ONE YEAR OF THE SYSTEMS) BECOMING AVAILABLE. / o 2 •�� 7 � / Z/ZUOS 7. PLAN APPROVAL 15 LIMITED TO 5 YEARS AND EXPIRES ON SIUL�y.---. THE EXTENSIONS om N 1 MAY OE GRANTED BY THE LMD BASED UPON DEVELOPMENT FACTS AND THE REALTY SUIOVIUION RD r.➢. �..-`� $ ■ : A,$ 32 , REGULATIONS N EFFECT AT THAT TIME. A NEW PLAN SM"5510N MAY BE REQUIRED TO OBTAIN A THE EXTENSION- - — — — — — 4 THE APPROVED PANS MUST OE FLED WITH THE WARREN COUNTY CLEW( (,.Oi 3 i 70 ■■ 'A °9 r' ■ PRIOR TO OFFERING LOTS FOR SALE AND WRt■I 90 DAYS OF TIME DATE OF P-AN APPROVAL. 5 ♦ :;51 29 50LOMON HEIGHTS ; 73 4 w4 28 NAIIMAL CNURM RESD CE '� + 1;; ': 27 SENIOR APAR TS 52 -. PROPOSED G k +ii »ii 53 "`° 2G PLANNING BOARD APPROVAL - PHASE 1 v SENIOR HOUSING T� AS 66 +. 7a r • 10 ACRES ii *f 25 7 G5 55 .� ` HASE Approved Under Authority of �O / 24 a olut n Adopted 64 3 the P nning Board of the G2 _.— own eensbury, New York. 0 1 9 G3 G1 ; o° 59 5$ 57 ` 23 ■ Chairman 10 ■ 8a� ---- ----------- 22 ■ `� I 11 ■ 21 . ■ � North 13 14 15 iG 17 18 19 20 HIGHWAY DEPARTMENT APPROVAL - PHASE 1 l ■ ■ QUEEN5BURY SCHOOL — �J l y9 — -_ — — The plans approved by: _ t QUEEN58URY SCHOOL � = 7 � oa AUG 04 2000 (. 73-1-20 ? (� THIS 5U5DIVI5I0N MAP WAS PREPARED d A. MIS$Ita J l_.� QUEEN5BURY SCHOOL Highway Superintendent THIN 73-1-19 THE QU NSBURY UNIONPROPERTY IS LOCATED IFR E UNDER SURVEYOR AND W S MADEIGfN ED _ _ LAND SURVEYOR AND WAS MADE FROM SCHOOL DISTRICT A FIELD 5URVEY. and THI5 PLAN 15 GON515TENT WITH THE ZONING QUEENSBURY CENTRAL ORDINANCE OF THE TOWN OF QUEEN5BURY AREA MAP FIRE PROTECTION DISTRICT PROP05ED IRON ROD MARKERS TO BE SET AT EACH LOT CORNER OR CHANGE Of DIRECTION. WATER DEPARTMENT APPROVAL - PHASE 1 WALE[Y.2' TAX MAP NUMBER5 PHASE 1 — 25 LOTS rmESE PLANS ARt APPROVED fOR CONSTRUill EXISTING TAX PARCEL NUMBER 73-1-21. 73-1-22.1. PHASE 2 — 25 LOTS OF THE WATER DISTRIBUTION SYSTEM -A COPY MUST BE ON SITE DURING CONSTRUO'nON WORK 73-1-22.2. 73-1-22.3 AND 73-1-22.4 PHASE 3 — 25 LOTS TAX MAP NUMBERS FOR NEW LOTS WILL BE My M Waoes or deviWilon t�be 73-2-CLOT # AS SHOWN ON THE PLAN). TOTAL — 75 LOTS ZONING INFORMATION OWNER/APPLICANT EXISTING ZONINGS SR-20. MR-5 + LC-42A THOMAS J. FARONE & SON, INC. PROF05ED PUD ZONES -MIN. LOT SIZE = 0,40 ACRES 36 FIELDSTONE DR. NYS DEPT.OF HEALTH APPROVAL - PHASE I -MIN. FRONTAGE BA SETBACK = 70' GANSEVOORT, NY 12831 -MIN. FRONT SETBACK - 30' g� -MIN. REAR SETBACK = 20' -MIN. SIDE SETBACK = 10' J. BUCKLEY BRYAN, JR. -MAP. SUM OF SIDE SETBACKS = 30' BELL BOLTONOINT LANDING,, NY 12814 NEW PORK STATE DEPARTMENT OF HEALTH Glens Falls, New York DATE: /ray Z/ ZOOO This is to certify that the proposed arrangement for water supply and sewage disposal for this realty' subdivision in accordance with plans T on file in the office of the State Department of Health are hereby NO. REVISIONS DATE �' T v !7 ' approved. Consent is hereby given to the filing of the map on which ,'r �V Naee Engineering, PC i. REVISE NYSI)OHREQIRtNffiV3'S 6/5/00 Indian Ridge P V v this endorsement appears i, th office of the County Clerk in accordance , ��pF NE yo y c7�FRSz�' v? with the provisions of e Ion 1117 the Pu lic Health Law and O PS W Section 17-1505 he Envir ental C se tion Law. • •�tQ �QW C. Sr 9f , /� r, Miller Associates Town of Queensbury, County of Warren, NY m P.E FG� 147 Q LAADSCAPE ARCWTECTS VanDusen & Steves, Land Surveyors, LLC PHASE 1 - COVER SHEET o Q . p 55150 LandSmreyors C:) S 954 �C S0135 AAOFESSIO��\ ��,.�__...-----��,111 37 Chester Street, Gleas Palls, NY 12801 CB 1 4AND (518)792-4958,Fax(518)?92-8511 Date: I>o ary w,zoo SCAT E: 1 INCH=200 FEET Sheet P 1-1 _ E N 2 o-O 00 415�0 LAND CONSERVATION N 42'02'30" E 143.54' y s + N42-51'23"E N50'05'02'E FOX FARM ROAD__ N41'33'37"E 154.82' y - Vr J 128.49' N5119.77' 7•27'47"E N45'39'36"E _. { t ... NS R'�g, _ ._ - i' - 117 84' �' 03 57"E 0 ' �2S 8s• N30•�216„E 02 -- - --- _ I _ �` � 0. S 65'10'45" E `� �.\ k 2�0 gg'�: \ 'pp 16g 0 1` , , G.E.A. e �•os \` \ t 35 � 00 , 34 n i t Ng0' _ \ 6•. ? n ^ z 22,921 sq.ft. rn /\ � 23,586 sq.ft. j "� I ,ci •- t 274.84 _ F` S�\\ \ �• \ 36 i z 0.54 acres i 0.53 acres n 33 1 v M ! Lj Sy,'2 \ 37 \`a oca 25,802 sq.ft. f i 22,487 sq.ft. N 32 t v n \ 0.59 acres f ! 0.52 acres ° r� ; �3s, k 23,497 sq.ft _N \ k \ Z 0.54 acres 30,763 sq.ft. ! ( M v • n Lo 41 n/` �p0 i •\ S 0.71 acres (� _v 32,680 sq.ft. 4� ,i` 50 p�k• \ Su \ \ \ _ _ 1 7 I t r N M 0.75 acres 26.651 sq.ft. 0.61 acres j`' O�/ \ F \ \ , � i_ f H.O.A. LOT L=1 08.53' F; _ _ R=425.00 L 4253pOr,{ 87.54' !e L) - ,\ ��, \ f `\ 's�\ \ �,,0Z"6p0 S55'48'27" PHASE 3 ss s r Jd \ C•. ` R{ 1' - 116,00, - 4t k�f 2 \ / -- 555'4827" \ \ \ 'O r' /�- L=1 33.86' � • tt 0' �. TEMPORARY GRAVEL 38 O. \. 01�0 tii / R=375.00 �� R� TT - gs_ _ 27" r Ok r N55' -� L S5,-�� 70.0 TURN-A-ROUND 22.953 sq.ft. A 27"E 4N1. S5 0 END OF 0.53 acres �� p5 70s.22' t �� 5'4a 27 r r` /� 13�' 0 - - -w PAVEMENT 42 > \ �� \ N55'48'27"E _ r - 1 ' 23,452 sq.ft. .� ! Q' \ R S / � � ° ,oa / _ .) ! r-- __ ._ __ 0.00' - 0.54 acres ^ sp . \ \ \ s, o�o-� o; r i - __ N5548'27"E �_ f 39 R,2�9 / \ 27,866 s ft. „r k' k� Ei' \ W y s \ \ q \ O / J 47 f f j o f y9° 0 00 N55 4 272>E - f `�\,a 0.64 acres \ k` f'tick` �� \ 00 /: p N �� q h t 48 a \ / / 2 \ 5 .1 m. \ 20,215 s ft. �y s \ �O \ 46 ai 'a t 0.46 acres .". M ! t 19,570 sq.ft. U oo j t 20,217 sq.ft. w t f q' eV o 0.46 acres o n 49 l 43 e, $kG 0t } \ 0,45 acres i20,000 sq.ft. 0.46 acres ! f 50 t 0.62 acres ^. f/ / ! i N f C s� `. / 00 ;) 23,520 sq.ft. Zi i r \``, 'y9\ \ \ / h'OOk / r, \ �� \ f r v M 0.54 acres f n' �� 3 STATE of NEW YORK \ '/ !• l ,Aiss'' ,0 900 .•'' 45 \\ Sm- Zs \\ ;\ i t , ;' v M o ! 51 If+ p r \ t° _ n p i• ! t, t n � �' 7,970 s ft. \ F" r v' N o 25,653 s ft. r. \ t _ ( v q' 0° y� \` 2 'F 0.59 acres \ i f f U ^� f' 0.64 acres u: z f o 'w R� �L \, r•/ fr ^^- ._. ,_ t { it Z 3 h00 \ \ 25.0� a .' \ �// GS A f �� ' CV, n / // V / 39. A �!�� A /'f / '',a'y'r'° S`; s5.e5 m / 44 //A N o / ss� �� oo tik� 56 27 w 1 f 2s. o . s 39,576 sq.lft. 1 �c ��. w` ` \ Hof 0000, 8,27�. {it , 0.91 acres / / S5�`146' NO CLEAR ZONE / / S ALONG REAR LOT LINES 06, coo i x / 1cj• Ok p°� / / / e Op TEMPORARY GRAVEL 4<r,,,• TURN-AROUND 1 I oo - 114.71' y 3 Nt5;91M ZONE, i ��S o W 21'30" 8'271, N50' 72 M o .n sss 4 E 57,458 sq.ft. 1.32 acres ZI It PHASE 2 / yh / 29,589 sq.ft. 71. it 33' ,� f,, / 00 r / 0.68 acres ,. �/ v`a, �jl \ 75 \ _ > 46,164 sq.ft. *: 6 eS8 "F N Ogg2 Vass 5352y6w / s / / PAVEMENT \ .�� = -.- ''V P ��3 22 9• 9 6 ( 1.06 acres n i5� �\ pOpB L�0�00 ^ $y "E 8 1kS�*h-I:6 _ R 7 \ 21 0.95 4 acres ~ L i tf 74 \ it 73 it 52,999 sq.ft. ? \ 41,50 256.02 `tee ,', 4aa �_ A �ir� .� lli A� ! L22 acres �• 8�;��`'� 30 ft WIDE vv �. �io�s� \ l + NO CLEAR ZONE \ �� f COI ,ALONG REAR LOT LINES i PROPOSED v ' , � `°� ; it it! - aI COMMUNITY SERVICE `z1w w 04 43,562 sq.ft. AZ 0� 1.00 acres f A, tit AO kph yam;`�\ A EAR LOT LINES NO CLEAR ZONE ttg, * i No CLEAR ZONE r \ LONER R s6 "' IQ t ca fi r0 / y00�i� 23q Nb a .pto hi , �1 �s0 :A S6 t l7 PROPOSED \ a it 6a SENIOR HOUSING \ \ `' 1 S39yy41"w 3.09 ac � \ , r7k`"' N h 'OQ. i i w __- Vo 7U \ J a QO 1 � O \ -oW \• it w"o �a4 CA 14� nl> wYOTucSTATE GLENSDEPARTMENT isRi�oFT�ALrx These plans approved by: •po a Refer to first sheet for approved date and signature �� arr O 50 100 150 i and A. Missit •� PROPOSED �s� SENIOR HOUSING Highway Superintendent Z 6,91 ac �tof NEW yo . No. REVISIONS DATE ��" VKEnpNac �7•ineerinpr PC Indian Ridge PUD 9�.• o� N E•y b L .- 1 ADDED MWORARY TURN-A-ROUNDS EXISTING `' 4`' rF`� O�ps w O ��"� - " �� °� Miller Associates Town of Queensbury, County of Warren, NY SOL01170N HEIGHTS L4NWC4PB.4RC7LTBCrS NATIONAL CHURCH RESIDENCE �35 P S - ' ' �'�' VanDusen & Steves, Land Surveyors, LLC ..: SENIOR APARTMENTS zo -LandBurjm- PHASE 1 - LAYOUT PLAN CAND� • F0 55150 4 a�'aFES510NP�. 37 Chester Sheet, Glens Falls, NY 12801 (518)792-4958,Fax(518)792-8511 ------ Date: January 26,2000 SCALE: 1 INCH=50 FEET Sheet P 1-2 EARTW40R - LOTS �2 TK z _K ROTES E) 2 LOTS $P32 THRO" #3G ARE ADJACENT TO A CRITICAL ENVIRONMENTAL # AREA. THE FOLLOWING mEcAvnoNs SMALL BE TAM DURING GRADING AND ORK AGTIWMS ON THESE LOTS. C_ EARTMW ------ 1. (N5TAU. 54LT FENCE ADJACENT TO ANY EARTHWORK AGTIVITIE5 ------ OCCURING WITHIN 30 FEET Of THE FEAR LOT LIZ OF THESE LOTS. LAND CONSERVATION 2. MAINTAIN SILT FENCE IN PLACE UNTIL PERMANENT GROUND COVER IS WELL ESTABLISHED. 3- ALL BARE EARTH AREAS WITHIN 30 FEET Of THE REAR LOT LINE SMALL BE TOP501LED. SEEDED AND MULCHED WITMIN 30 DAY5 OF DISTURBANCE. IJ 470 - - DW 40~ DW 41 A-74 Z/ A74 476 476 ROAD IF- Foy, FA,FARM ,-474 7— t AFI 6 ZDW 39 476 G.E.A. 35 33 36 32 41 37 H.O.A. LOT 40 4�6-27 PHASE 3 478 DW 14 9 TEMPORARY GRAVEL 477�81 TURN-A-ROUND DW 12 477 FARR It 78 OW 17 �7) p/W 1-1 DW 70 42 4_ = DW 23 2imif:2 If !If IDW 1ra 39 47 48 CAP PIPE FOR FUTURE EXPANSION FO 46 49 DW 50 476 43 DW 110 75 51 45 IN, E" f f DW 11 0 STATE of NEW YORK Al ow a NO CLEAR ZONE LINES 2 ALONG REAR LOT LI 44 7 f: i�W�ifii; if f, \-7zDw 9 TEMPORARY GRAVEL f f 10 -A-ROUND TURN 72 A NQ,CLEAR ZONE,!i 1f N ' p , %1 U gARAIREk c if f ,\ PHASE 2 ff fr f; 47n7.79 f /V IF Ifi '461- I;f if:, ,gs.,99, pf- 74 476.07 HP+ DW I NEW DRYWE If If Ff�fj' if NOTES FIELD LOCATE if, i� If, f F� I I 1 1,1 ,LLS AT LOW FT. \I&L� fi, I� �, \F 73 P OW 4 fF ; If f: 47471 ;jIff 74 30 ft WIDE f ....... ... F�I f . Dw 2 NO CLEAR ZONE DW 3 If FiF If f I t)95TING ALONG REAR LOTLINES EIRYWELL5 TO f BE REMOVED V10 ff; ff 478 A _;;Q f f Oj + If i PROIPOSED 3 COMMUN]ITY SERVICE if §1 F I"Z if d i i i; NO OEM ZONE if NO CLEAR ZONE ALONG REAR LOT UNES fif OW 37 )V/ cp ff If 4f *cp so N 5 6"r jk 1�oc� f PROPOSED OX% DW 38 SENIOR HOUSING 6 DW 35 -,0 c 3 (yes DW 3ro These plans approved by: IF if I f E5TING f f -7 CUL)U DE SAG f NOTES ichard A. Missith Highway Superintendent Y WITH THE: NEW YORK GUIDELINES 1. THE CONTRACTOR SHALL COMPLYFOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE CA EMPIRE STATE CHAPTER OF THE 501L AND WATER CONSERVATION SOCIETY. 2. GRADING OF ALL LOTS AND BUILDING SITES SMALL BE 0 50 100 150 DONE IN CONFORMANCE WITH TOWN OF QUEEN5BURY 5UBDI)4510N REGULATIONS. SECTION A153-25. PROPOSED SENIOR HOUSING '110) V4) Vp NO.. REVISION DATE OF NS Nace EngineerinjZ, PC I TURN-A-ROUNDS&EXTENDED DRAINAGE 6/5/00 413M Indian Ridge P U D &— 2 DOH TOWN CONRAENTS N 0 cyvllav�NEW YORK STATE DEPARTMENT OF HEALTH -A Miller Associates — Town of Queensburys County of Warren, NY GLENS FALLS DISTRICT LAA1DSC!APEARCWMCTS IN EXISTING SOLOWON HEIGHTS Refer to first sheet for approved date and signature PHASE 1 VanDusen & Steves, Land Surveyors, LLC GRADING & DRAINAGE PLAN CHURCH RESIDENCE Land Sarv07os SENIOR APARTMENTS 37 Chest,Sb=14 Glean Falls, NY 12801 Date: Jan 26,2000 SCALE: I INCH=50 FEET Sheet P1_3 (518)792-4958,Fa (518)792-8511 > # 2 LAND CONSERVATION 0 470 # 4 CW 4c) REMOVE EXISTING <p HYDRANT - PLUG 7. AND ABANDON 476 --eASTING�MAIN FOX FARM ROAD, DIN 3q f 476 NEW HYDRANT EXISTING 6" 'T TO ASSEMBLY Y DUCTILE IRON—ZZ�.,MG MAN v- — WATER MAIN W/ G'XB* RED. & G.E.A. # Tp if # # 41 36 34 PT N _j if V_ z`I 40 H.O.A. LOT HYDRANT 37 PHASE 3 N w, w _j rf OW 14 TEMPORARY GRAVEL TURN-A-ROUND w DW 17 38 A f 42 < J_ PIN -OAF-Fok 46 FUTURE '3 43 39 'lot 49 END of PAVEMENT i L ,-neln Ni N 45 STATE of NEW YORK rw N Pw a t 7 NO CLEAR ZONE I 44 i z ALONG REAR LOT LINES .4 1z END rw i CIO X TEMPORARY GRAVEL TURN-A-ROUND No,QAAR zw.i;,i 72 z tAP\FOR if ",EXTENSION A No Ulm PHASE 2 ,A fi; 75 fili:0 :j At f f it: < .1 I P Il pw New HYDRANT ASSrMBL ff D 4 73 30 ft WIDE 2 Tw NO CLEA�R ZONE # 74 ALONG RZEAR LOT,,UNES if f G." 511 REDUCER f, f;f 4 f if # 4 if; CONNECT TO EXIST. MAIN Nil W1 TAPPING SLEW + VALVE PROPOSED SEE DETAIL PROPOSED WATER LINECOMMUNITY SERVICE EXISTING 6" MAINTENANCE EASEMENTMENT 478 DUCTILE IRON WATER MAIN 101, j f f EXISTING 6" DUCTILE IRON WATER MAIN X. NO CLEAR ZONE 140�t�, ,7 ALONG REAR LOT LINES 1 8 40, 0 Y PROPOSED SENIOR HOUSING 3 (D K # 8 V% 5 A *4 LEGEND �b JULY C15 TEST PIT BY MAINS PT TEST JULY 95 PERC CA BY VANDUSEN + STEVE5 NEW PORK STATE DEPARTMENT OF HEALTH MARCH &q TEST PIT/PERG TEST GLENS FALLS DL13TRICT BY MARSHALL MAY 88 TEST PIT BY MAINS refer to first sheet for ppp 0 50 100 150 IHESEPLANSARtAP - w VALVE ASSEMBLY PROPOSED A COPY NEW FIRE HYDRANT Vol OF THE WATER DiSTRIBUTiON SYSTEM SENIOR HOUSING MUST BE ON SITE DURING CONSTRUCTION WORK _W_ NEW 8' CLDIP WATER MAIN NEW 8* WATER MAIN VALVE Any Changes or devWon RNA bQ r" m by to WSW pepardseft —w— EXISTING G' WATER MAIN NO. REVISIONS DATE OF NE Nace Engineering, PC I REVISED WATER-ADD TURN A-ROUNDS 413/00 PROPOSED INDIVIDUAL SUBSURFACE EXISTING 2 DOH&TOWN COMMENTS 6/5/00 Indian Ridge P U D SEWAGE DISPOSAL SYSTEM Miller Associates SOLOMON HEIGHTS Town of Queensbury, County of Warren, NY LANDSC4PE.4jR0=CTS 507. SET-ASIDE AREA FOR SEPTIC -NATIONAL CHURCH RESIDENCE AU SYSTEM EXPANSION/REPLACEMENT SENIOR APARTMENTS VanDusen & Staves, Land Surveyors, LLC o Land S�yms PHASE 1 — UTILITY PLAN (5118)792-4958,Fax(518)792-85 11 Date: SCALE: 1 INCH 50 FEET — Sheet P1-4 37 Chester Suvfe� Glm Falls, NY 12801 Jwumy 26,2000 ED # 2 f J ------ if —EXISTING TREES LAND CONSERVATION TO REMAIN 2 47' "I,'............... ROAD FOX FA E)OSTING CLEARING ,71 o:At if EXISTING TREES G.E.A. TO REMAIN f f\ 35 34 f\ 36 33 ff 32 41 DOSTING TREE m REMAIN 40 37 H.O.A. LOT ZA f PHASE 3 f,\ 38 ARP TEMPORARY GRAVEL V TURN-A-ROUND END OF-- - 42 PAVEMENT ft,ft!A 39 47 TO EXISTING TREES REMAIN 48 46 T, 49 43 M5TING TREES ff ; ; 11 f TO REMAIN 50 EXISTIN REMAING TREES if TO f 51 45 STATE of NEW YORK EXISTING TREES EXISTING TREES TO REMAIN' TO REMAIN clm� B-OK NO CLEAR ZONE ALONG REAR LOT LINES 7� t TEMPORARY GRAVEL 't if f -A-ROUND EXISTING TREES 5 75A TURN ;i f f f\ TO REMAIN ff f f 72 f tf, f t f f f f ARE f PHASE 2 f 27-H 12-SA Y f 75 i D PAVEMENT i , ------------------ EXISTING TREES t TO REMAIN 0 pp f f 73 EXISTING TREEf f f f if TO%9EMAIN it tt f 4-15F t f f f 74 f f so EMSTING CLEARING f l� f t; fit! f STONE WALLED ENTRY - 30 ft WIDE A I tj f f t, NO CLEAR ZONE v r j'�1,; Z�� r . WITH MNTIFIGATION WWS LAMSCAPING WITH ANNUALS,, cm ALONG REAR LOT LINES 't N 01T �-j AND PEREI`44&5 - MAXIMUM WALL + SIGN HEIGHT 3 FT. PROPOSED COMMUNITY SERVICE I ILI EXISTING CLEAR1140 VP. t NO CLEAR ZONE i, �0r'LEM ZONE': ALONG REAR LOT LINES "CL :,t CA 0 O�- ;OP PROPOSED SENIOR HOUSING V ;OA 6 15 G fi FASTING TREES TO REMAIN -- --- - These NEW YORKGLENS FAL STATE DEPLS D15fARTMENTRICT OF HEALTH plans approved by: t e t for approved date and signatur Refer to first shee tt ichard A. 1� xissit NOTE, THE LOCATION OF TREE PLANTING SMALL BE COORDINATED Highway Superintendent WITH THEE COMPANIES AND FIELD ADJUSTED AS NECESSARY. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PLANT LIST UTILITY LOCATIONS PRIOR TO PLANTING. SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES PICEA ABIES 27 3 to 5 ft B + ISIS NORWAY SPRUCE B BP PYRUS CALIERYANA REDSPRE REC15PIRE GALLERY FEAR 7 2.5 - 3.0" CAL 13 + 5 5A FRAMUS PENN. LAN. SUMMIT SUMMIT A5M 20 3 - 3.31, GAL B + B D 50 100 150 MOSTING CLEARING PROPOSED CK ACER PLATINOIDE5 CRIMI. KING CRIMSON KING MAPLE 8 3.0 3.5" GAL B + B SENIOR HOUSING NO. REVISIONS DATE Nace Engineering, PC I ADDED TURN-A-ROUNDS 4�01 EXISTING 2 TOWN C0NffvffMS 6/5/00 Indian Ridge PUD SOLOMON HEIGHTS Miller Associates. -- Town of Queensbury, County of Warren, NY LAAWCAPEAIRCHrTEC7S __.--NATIONAL CHURCH RESIDENCE SENIOR APARTMENTS VanDusien & Steves, Land Surveyors, LLC LwdSmvcym PHASE 1 — LANDSCAPE PLAN 37 Chester Stre Glens Falls, NY 12801 (518)792-4958,Fax(518)792-85 11 L Date: Jan 26,2000 SCALE: 1 INCH=50 FEET Sheet P1-5---i HIGH POINT ELEV = 474.71 HIGH POINT ELEV = 477.81 LOW POINT ELEV = 474.44 HIGH POINT STA = 3+63.39 STA = 13+50 HIGH POINT STA = 13+50 N PVI STA 1 LOW POINT ELEV = 472.94 N � h LOW POINT STA = 18A = +50 PM STA = 3+63.39 0) Q co PVI CO f- LOW POINT STA = 6+50 O PVI ELEV = 474.90 CK n x h PVI ELEV = 478.00 00 A.D. _ -1.50 '4 a PVI STA = 6+50 lo' A.D. _ -1.50 ^ w PVI ELEV = 474.25 U PVI ELEV = 472.75 j , A.D. = 1.50 K = 66.67 > a W K = 66.67 � Z yi A.D. = 1.50 J 4 i � K = 66.67 r W 100,00' VC -1 m K = 66.67 W x W + W ~ h LU O O 100,00' VC -1 of W O O Z I U- I LO W O 100,00, VC > d M W Ud � 0I (n � 100.00' VC 0 j I N 0 FO- 0 co 0N N 0 (p It r 00 O co+ + nO O �j a0 + OJI + + 00 O ^ O) Z P0 + + + + � M + d d O + � 0� � 0 + �nTN CD n W N LU 0 W U >W > > > 0 + m 0 W W U) N w m m W W m m m W W N i � ,.,,. II > > > > to II FIRE HYDRANT < II ' Q Q m m (yl W f (TYPICAL) (n 1 ) �- � � AP END FOR 1 1 FUTURE EXTENSIQN 0.75% 5% 1 1 7 % - .75% 1 s"m VALVE 92 6 PERF. 8;'' 6" PERF. 92' 6' PERF. 1 - �- - HDPE at 0.0% HDPE at 0.0% 168' 6" P,ERF_ HDPE ai 0.70% - -- - --- - -_ - - - - HDPE at 0.7 % - - - - - -- - - - - -t E INF TRENCH DETAIL SEE INFV'LT. TRENCH Df TAIL SE Q 1 Z - 0 WA R MAIN - 0 8"0 VALVE J CONNECT ',TO EXISTING Q P 1 6"0 WATER MAIN PIPEEQjPIP (TYPICAL) _ 6^X E' 1 REDUCER 1 H 1 Q DRYWELLS 5 and 6 DRYWELLS 8 and ,9 DRYWELLS 14 and DRYWELLS !l and 2 DRYWELLS 10 and 11 DRYWELLS 12 and 13 DtYWELL 16 DRYWELL 3 STA 6+50 ', Df�xYWELL 7 STA $+25 STA 16+00 DRYWELLS 17 and 18 1 DRYWELL$ 19 and 20 STA 2+58t DRYWELL 4 STA 9,+14 STA 11+50 STA 17+56 STA 18+50 1 STA 19+50 STA 4+14:, RIM ELEV 472.69 STA 7+87 RIM ELEV 47381 RIM ELEV 475.87 FIELD ADJ. RIM ELEV . STA 4+51 RIM ELEV 474.56 RIM ELEV 476.25 RIM ELEV 474.71 RIM ELEV 474.27 RIM ELEV 473.99 INV. ELEV 468.85 RIM ELEV 47353 INV. ELEV 47002 ; IN;V ELEV 470.91 RIM ELEV 474.19 1 RIM ELEV; 474.75 DATUM ELEV INV. ELEV 470.72INV ELEV 470.91 1 INV ELEV 470.91 460 1 1 N O If) h O N .- q O5N � 0 �0h 00 � � N . 0 Cph 17 � N h N 00 cDIN st h O cV �t t!) � N � O hp � � N � 00C4 1 d t0 � O � ON N h O 1 d h CO N 00 h t1) O to 00 N t0 O h N 00 N CO CD N 00 to�t to d CO d h � N CO plj r f\ M 00 00 00 00 I-- 00 r a0 o0 Oi 6i of Oi c7i 0) 00 00 CA CY) of 0) ai pi hh h h h h r h h h h h f� h h � h � hr- h . h0 h0 r- hh hh hh hh hh rlr� h � h0 h 1 hr- h � h 't h4 hd 1 h � h � htn 0) 6 d d � r d h � h nth � h nth rth d h �} h � h � h d- h .4 h d- h sth a h h It � h � h � h � h h d h � h � h d h � h � h d d d ct st d d d d d st d d et d d 1 1 1 1 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15i+00 16+00 17+00 18+00 19+00 1 20+00 21 +00 1 1 1 1 1 1 PHASE 1 ; PHASE 3 FARR LANE - STA . 2 + 5 0 to 21 + 0 0 HORIZ. SCAM: I"=50' VERT. SCALE I„=5' HIGH POINT ELEV = 479.69 HIGH POINT STA = 26+00 PVI STA = 26+00 HIGH POINT ELEV = 479.31 PVI ELEV = 479.88 LOW POINT ELEV = 474.81 HIGH POINT STA = 39+50 A.D. = -1.50 LOW POINT STA = 33+00 NEW YORK STATE DEPARTMENT OF HEALTH PVI STA = 39+50 K = 66.67 PVI STA = 33+00 GLENS FALLS DISTRICT PVI ELEV = 479.50 PVI ELEV = 474.63 A.D. _ -1.50 100.00' VC Refer to first sheet for approved date and signature K = 66.67 A.D. = 1.50 0 0 O O K = 66.67 `O LO LO m I 100.00, VC L (o 100,00' VC --- N d N O O 0 O U U U U + L6 L0 00 0) N O n m m W W M + L6 M d d M d W UJ N Li l U U m U U 1 m m W W FIRE HYDRANT W W 1 -------------------- (TYPICAL); 1 1 -0.75 0,75% 0.75% 1 0.75% 1 ", 1 CD 92 6 PERF 92 6 PERF. 1 _H_ - at - HDPE at 0.0% W DRYWELLS 21 and 22 - - - - - - - -:- -_ _ in STA 22+50 STA�29+00 3 and 24 SEE INF. TRENCH DETAIL W RIM ELEV 477.00 E"� VALVE i Z W = j RIM ELEV 477.37 (TYPICAL) ; =1 '� QLj U 1 1 ¢ 0 CK DRYWELLS 25 and 26 1 DRYWELLS 31 and 32 STA 32+00 DRYWELLS 27 and 28 DRYWELLS 29 and 30 STA 34+00 1 STA 36+5 RIM; ELEV 475.12 STA 33+00 RIM: ELEV 475.12 1 RIM ELEV 477.00 RIM ELEV 470.72 RIM ELEV 474.56 RIM! ELEV 470.72 1 RIM ELEV 470 72' 1 TP�Omll 0) N 000hhLn NN 00 0h r`) LO hN (00 �., � 0 r"') N Cps d- h O) O hN 00L � h N0 1nN 00U) Oh h0 I+) � r0 h00 N CID O n h .- L0 to h tM O O � M � 0 0 O h tC) � � N 0 0 � h Olt) O) N N 1ACV N N N O 00 00 00 00 aD r:Oi Oi O O O O O Q O N 00 00 00 M 00 0 00 tD 00 N ONO CO t9 lf) 1[j I,t j C) c0 ._ 00 N CO O O o M O h O O ` -cO cO tO h h a0 00 0o ao a0 00 °) 00 ai O0 Oi rn a0 a0 00 0 r - r- �t h d h dh h h h h 0 h a0 h 0 a - d- h err` � � a h �rh �t � h ,� h � h � h � h h a h � h It oDh hh hl. %t hh - N Mh hhr m '° cow 00 � Dori ao � map Oao 00 00 of o0i o d st d �t d �t et et r - d N d 1 1 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 1 35+00 36+00 37+00 38+00 39+00 40+00 1 1 FARR LANE - STA . 21 + 0 0 to 40 + 5 0 HORIZ. SCALE: I"=50' VERT. SCAM I"=5' PHASE 3 PHASE 2 DA REV1SloNS DATE �F NEiy Nace :Engineering, PC 1 MOVED 4/3= U� Indian Ridge PUD W. 9 Miller Associates z NYSDOHCOMMENT3 6/Soo LA10SCAPRA.RaffMM Town of Queensbury, County of Warren, NY ar vVanDusen & Steves, Land Surveyors, LLC LandS-7ms ROAD PROFILES pAOFESSION P� 377 Chester Sheet, Glean Palls, NY 12801 (5118)79Z 4958,Fax(518)?92-8511 Date: Jan 26,2000 SCALE: AS NOTED Sheet PI-6 ---------- HIGH POINT ELEV = 476.07 HIGH POINT STA = 49+18.00 LOW POINT ELEV = 474.44 PM STA = 49+18-00 HIGH POINT ELEV = 477.79 P\A ELEV = 476.26 LOW POINT STA = 46+50 A.D. -1.50 to HIGH POINT STA = 3+57.74 PM STA 46+50 P\11 STA = 3+57.74 P\A ELEV K 66. 474.25 67 PV1 ELEV = 478.04 A.D. = 1.50 100,00 VC Ui>: 04 A.D. -2.00 , K = 66.67 w t6 K 50.00 6 <0 + Cq (6 (6' r- z 100,00 VC 100,00' VC 0 00 0 00 lx� ell. aj Oq aj (n co to U-) co Sri to I.- >: 0 + + U) UJ 4 0 N C:) C'4 0) (If -1 00 r- >; LU 04 14- Li 0 (0 co 14- �4- 11 0) + 4 + UJI + U- + LID A + (0 r-. r� W I I to V) U1 Li 00 0 U-j + + m > U.1 00 < 1vt Li 0) (n LU W- m r- (n W (n 0 C V) + C5 (0 0 UJI > > C) 0) 11 ? Cq 11 m m UJI U.1 U > > LLI FIRE! HYDRANT + + + m I m LLI LO (TYPICAL) 0 FIRE HYDRANT ......... ............................ (TYPICAL) 75% < V) 0 3 5% ............... mqt;--0'757. V) it �j............ 1.0 92' 6"! PERF. at 0.0% Oo%* HDPE 0 in T ------------- UJ Z LLI LLI : 8 0 VALVE (TYPICAL) ------ 0 �LA�- 0 :,DRYWELLS 3� and 34 LL. ::STA 43+50 1 DRYWELLS 35 and 36 DRYWELLS '37 and 38 :RIM ELEV 47635 STA 45+50 STA 46+50 RIM ELEV 414.75 RIM ELEV *74.19 INV ELEV 470.35 INV ELEV 470.35 DATUM ELEV 465 to (0 to 10) C4 04 Cr) 00 1-t co 0) 00 r- 0) CD LO r� Cq 0) 0) 0 (.0 L0 0 LO (00 CN n Iq 00 . 0) . 0) - r- 0 CqON to 04 le� CA c6 00 . to 00 4 00 4 00 L6 00 Lri 00 (6 0) (6 cp r': 0) r� LID CY) 0) C� W - to - 0 0 - 0 00 0i Cr) r-� 00 C6 1 LO CN 0 C*4 . 00 to re) 004 00 Ui 0) U� Ui (m 6 CO - ad Ui 00 Ui 4 F. IF, r- r� r- r- r� r. r- r, . r- 0 to 00 Ui r- 4 r- r, r- r� 14- 14, m 06 0) 05 0) r�z 0) 00 6 m co 0-) Ui 00 F, Co r� I" r, c) .6 r- r- r, r- t, ,,. r, It 00 r'- r� r- ,, r- 1.4- 'q- 4 4 46+00 47+00 48+00 49+00 50+00 1 51 +00 0+00 1+00 2+00 3+00 4+00 5+00 41+00 42+00 43+00 44+00 45+00 1 PHASE I FARR LANE STA. 40 + 50 to END HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' COURT STREET PHASE 2 PHASE HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' NEW YORK STATE DEPARTMENT OF HEALTH GLENS FALLS DISTRICT HIGH POINT ELEV = 476.27 Refer to first sheet for approved date and signature LOW POINT ELEV = 474.50 HIGH POINT STA = 4+00 LOW POINT STA = 1+14.75 PM STA = 4+00 CN UJI PM STA 0)1+14.75 PVI ELEV = 476.45 z n < r- UJI o PM ELEV 474-32 A.D. -1.50 Z 0 <0 A.D. 1.50 K 66.67 >: 00 17 x K = 66.67 1 - bi j LJ- UJ Z LO m - 100.00, VC - UJI -J P :�; < UJI uj LL V) >: U) W - 100.00, VC 00 00 X LL- 0 0 0 LLJ U) 0 x In U') + (.0 to 00 0 cm 0) + + 0 N to r- 00 0 L) bi co 00 Cq + F- U- 1* 4 + 0 + to (n 0 0 (0 r- N V) UJ N I-- z + + 't + 0 F= 0 0 > 0 V) 0 0 > W > < U) W W m UJI V) + T< m U) V) V) C) V) > 0> >UJ U) EXISTING ROAD TO REMAIN II m LLJ < o m FIRE HYDRANT Z (TYPICAL) V) W it 075% -0.757, CIO% EXISTING DRYWELLS TO REMAIN WATER MAIN DRYWELLS 39, 40 and 41 0 VALVE (TYPICAL) STA; 1+14.75 CONNECT To EXISTING WATER MAIN DW #41 OFFSET 20' LEFT DATUM ELEV RIM ::ELEV 474.25, - 39 & 40) 465 RIM11-EV 473.75 - �A C U) 0 r- 00 r- ID 0 00 r- 0) 100 tn - 0) 0) (6 (.0 *(0 LO r- r, r- r- DATUM ELEV r ^ crow 14- 460 0 K) 0) LO r- 00 000 r� ti ' 0 C*4 0 LO to 0 000 1 ) 14- 00 LO . 0) . 10 04 . 00 00 In 04 . 0 r, LO Ui co . 0) r-� L6 t6 r- 4 r- 4 r- 4 U� 7 4 c1q Ln r, * r- i r' 6 1 r- 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 LO r, 'q, r- r- LO CO r- 1�- Co r- N r, N t r� PHASE I 7+00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 SENIOR S COURT- 0 50 100 150 HORIZ. SCALE: I"=50' VERT. SCALE I"=5' PHASE 1 ti FOX FARM ROAD DA�M REVISIONS DATE HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' OV NE Nace Engineering, PC 1 CORRECTED PHASE NOTE 413/00 Indian Ridge P U D OVHEngmemT 2 NYSDOT CHANGES 6/5100 W. Miller Associates Town of Queensbury, County of Warren, NY oi LANDSCAPEARCRUBM a: VanDusen & Steves, Land Surveyors, LLC ROAD PROFILES V S'CORRECTED Or G '*40 C_LNID E FESSI 37 Chester Street Glens(518 -4958,Pax(518)F all792s, NY 12801 Date: 3=26,MW SCALE. 1 INCH 50 FEEr Sheet PI-7 )792 -8511 ri WING TRAVEL LANE SWALE ASPHALT ROADWAY 30-O' O.G. MAX. 7 3G' FENCE POST DRIVEN MINIMUM IG' INTO GROUND COMPACT BAGKFlLL IN SILT STOP 12' LIFTS TO 952 PROCTOR EMBED IN GROUND DENSITY 8' MIN. • ... . FILTER FABRIC #2 CRUSHED STONE p �f 1 iV J� SOJL BACK ILL / PERFORATED PIPE STORM SEWER SEE PLAN FOR SIZE Oyu 2.�.. ,ice PERSPECTIVE 50-0' RIGHT OF WAY — INFILTRATION TRENCH 3G' FENCE POST. 10' oc MAX NOT TO SCALE 24'-0' TRAVEL LANE -Op 2 DRIVEN 1G' MIN INTO GROUND 11 '-0" 30' UTIL. EASEMENT —SILT STOP FABRIC FLOW EMBED 6' MIN IN GROUND —3 1/2' ASPHALT CONCRETE — 4'-O' —Z' COMPACTED BINDER NY5DOT REM 403.13 TYPE 3 —1 1/2, COMPACTED TOP NY5DOT ITEM 403AG TYPE G UNDISTURBED GROUND ey E 6' TYP. GRADE TOE MAX. ALLOWABLE r— SLOPE a02) 1/4 /Ft. 1/4 /FT SEDIMENT GONTROL FENGE MIN. ALLOWABLE �— ELECT.. GABLE TV NOT TO SCALE SLOPE C27) 00 TELEPHONE + GAS z OO GRADE AT UNPAVED AREAS RESTORE TURF pRYWELL. — LOCATIONS — `1 7MDIIVEWAYS SHALL BE O AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION COMPACTED SUBBASE CSEE DETAIL) AT T'Op OF WING. N NO CASE SHALL DRIVEWAYS BE ALLOWED TO CUT OUT —� WING TYPE WING SECTION OF PAVEMENT. SWALE STORM DRAIN PPE `—BASE COURSE — MINIMUM DEPTH 12' NY5DOT ITEM 304.05 AS SHOWN ON THE PLANS —n TYPE 4 TO BE COMPACTED IN TWO LIFTS WA',TER MAN a SWALE �! L� TYPIGAL ROAD SEGTION NOT TO SCALE MACHINE BACKFIL W/ NATIVE MATERIAL COMPACT EXCAVATE TRENCH WIDTH IN LIFTS MA ❑ MIN" WIDTH EQUAL TO MAX SIZE) Cl 0Eff TO PPE PLUS 2.0 FT. TO MODIFIED PROCTOR OR 3 PLAN i. SWALE SELECT GRANULAR MATERIAL (10O7 O PASSING 2') TO 18' ABOVE PIPE. C2) 2'x2'x3' STAKES HAND BACKFLL. G' LIFT. OVERLAP ENDS EACH BALE BALED MAY OR STRAW BEDDING DEPTH. SMOOTH INTERIOR WALL HOPE SAND. GRAVEL OR FINISHED GRADE HANGOR "--Q OR EQUAL CRUSHED STONE CTO 1-1/20 50'-0" RIGHT OF WAY _ - STORM PIPE DETAIL NOT TO SCALE -O — 11' O" 24'-O" TRAVEL LANE 2, 2 SECTION —3 1/2" ASPHALT CONCRETE -2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 HAY BALE DAM G1 Iu ANNEL FLOW —1 1/2" COMPACTED TOP NYSDOT ITEM 403AG TYPE 6 8—O NOT TO SCALE 8.� 1 r 3— 6" TYP. trs 12 1 2 1 1/r4" /FT.— 1/4'_/FT. F 3 � 1f HEAVY DUTY PRECAST COVER W/ECCENTRIG HOLE. USE ROTATION OF CO EROSION + SEDIMENT CONTROL NOTES COVER TO ADJUST E CO CL OF GRATE V TO MATCH WING SWALE. BASURSE MNNUM DEPTH — OF ROAD 4DinGENT TO WATER MAN ----- PROVIDE SILT FENCE AROUND CATCM BASIN COMPACTED SUBBASE 12" NYSDOT ITEM 304.05 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE 15 INITIATED. AND DURING ON USE EO ENTR COVER TO LOCATE DRYWEL AS AND FILTER FABRIG UNDER COVER PAVED WING—TYPE SWALE TYPE 4 TO Be COMPACTED IN TWO LIFTS EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM FAR WAY FROM WATEE I UNTIL PAVEMENT 15 PLACED AND GROLNDCOVER 5WALE5 AND DITCHES AND AS INDICATED ON THE PLAN. -COVER + DRYWELL RATED FOR H-20 LOADING7 HAS BEEN ESTABLISHED N R.O.W. 2. SEDIMENT TRAPS SHALL CON515T Of MAY BALES PLACED TO FORM A HEAVY DUTY MANHOLE FRAME + GRATE TYPICAL AT CUT SECTION TYPICAL AT FILL SECTION -- PERVIOUS BARRIER IN THE SWALE OR DITCH. QUEENSBURY WING STD. BY LAPAN FOUNDRY -- — 3 AT LEAST O WODDEN OR METAL STAKES SHALL 13E TO ANCHOR IT IN PLACE. DRIVEN THROUGH A CH BALE ACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. MAX. 6' BRICK + MORTAR ADJUSTMENT 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES ORITH NATIVE CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. WING SWALE BA501L +µTOP50H TYPICAL ROAD SECTION IN GUT d- FILL OVER 3 FEET 'I — 5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED A5 SOON AS 15 POSSIBLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE BASE COURSE SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY RAPID GROWTH COVER NOT TO SCALE GROPSS. SUCH AS ANNUAL RYEGRA55 MAY BE USED FOR TEMPORARY SURFACE � / STABILIZATION. O� O ` 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT o 0 0O 0 TRAPS. SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER 5, DIA. PRECAST GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. CONCRETE DRYWELL 7. NEW 5WALE5 AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING FORT MILLER OR 8' DIAL OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. ALL 5WALE5 AND EQUIVALENT NEWYORKSTATEDEPARTMENT GLENS FALLS DISTRICT OF HEALTH r UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRA55 FOR FOURC4) G" 0 PERFORATED PPE IN FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25 INFILTRATION TRENCH CSEE DETAIL) POUNDS per ACRE AFTER JUNE. AR BE WITH STRAW IMMEDIATELY. MULCHED O AT LOCATIONS AND To GRADES a AS SHOWN ON THE ROAD PROFILE. Defer to first sheet ALL SEEDED AREAS SHALL for approved date and signature LINE EXCAVATION WITH 8. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN 1 51 1 � FILTER FABRIC BEFORE EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF PLACING STONE THE SOIL AND WATER CONSERVATION SOCIETY. y` 8" EQUALIZATION PIPE gO TO ADJACENT DRYWELL O O TO BE SET LEVEL O — � STONE FILL SHALL CONFORM TO SO' DIAL NY5DOT STANDARD SPEC. SECTION PRECAST GONGRETE FOOTING- I 703-02. COURSE AGGREGATE TYPE 3 COMPACT IN 8' LIFTS DRYWELL DETAIL NO. REVISIONS DATE NOT TO SCALE of NE�, Nace Engineeri PC 1. rxcTNTRlcnxnvslLcovaR 6i5roo Indian Ridge I'LJD 1�o 9� Miller Associates Town of Queensbury, County of Warren, NY I� * ,LANDSCAPHARCIRTEM ?o VanDusen & Steves, Land Surveyors, LLC — DETAILS 55 .Cmd Surveyors AA�FESStoNp� 37 Chester Skeet, Oleos Palls, NY 12801 SHEET P1-8 DATE; Jan 26,MW SCALE; NONH (518)792-4958,Pax(518)792-8511 �� CONCRETE 2' WOOD BLOCK f� HORIZONTAL FITTINGS BARRIER MATERIAL '`r `/'•� BEARING AREA (SQ. FT.) 18° MAX. 777 PIPE TEES, PLUGS, a7 6' MN. SIZE 45. OR 2' MN. O o CONCRETE `'. V . (INCHES) SMALLER 90' BEND CAPS AND r�oo $LOPE `o „e n . _ ) HYDRANTS O o c =O 8. AND 3 5.5 4 O a7 Oc, o BEARING AREA •>'\�. ��j��//;v; SMALLER 4' PERFORATED PVC LATERAL. ON UNDISTURBED BEARING VG SLOPE 1/16'-1/32' PER FT. LEVEL TRENCH BOTTOM AREA BEAARRNG BE NOTES, L END OF ALL DISTRIBUTOR PIPES MUST Be CONCRETE NOTES- PLUGGED UNLESS INTERCONNECTED, BEND DEAD END TEE THIS wSCH DUDE 15 DAM A°N$o°O PS 2 ALL LATERALS TO BE OF EQUAL LENGTH. GARAGE BEARING GAPACTTY OF 2000 P5F STANDARD ABSORPTION TRENCH PROFILE HOUSE CONCRETE: SHALL CONFORM TO THE NOT TO SCALE NYSOOREQUIREMENTS OT STTAHDARD SPECIFICATIONS. TYPICAL THRUST BLOCK DETAILS AND $HAUL BE CLASS S. NOT TO SCALE NOTES: TIGHT JOINT 4" PIPE 10'-0" ON SLOPE OF 1/4" /FT. MIN. 1. TILE FIELD TO BE 100' OR MORE FROM ANY PIPE LEAKAGE TESTING 20'-C" FROM BASEMENT WALL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' TIGHT JOINT 4" PIPE MIN. I OR MORE FROM ANY WATER LINE UNDER PRESSURE. L WATER MANS SHALL BE WATER TESTED AT 1.5 TIMES DESIGN ON SLOPE OF 1/8" FT. SEPTIC TANK SEE NOTE 5 W(ORKMG PRESSURE FOR A MINIMUM PERIOD OF 4 MOLIKS. 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION LEAKAGE SHALT. NOT EXCEED THE LIMITS SET BY AWWA C600. BOX, USE DUCTILE OR CAST IRON PIPE, DI WAITER MAN SHALL BE FLUSHED AND DISINFECTED ACCORDANCE NITH NEW YOM STATE DOM STANDARDS PRIOR TO PRESSURE TESTING. SCHEDULE 40 PVC WITH CEMENTED JOINTS. TILE FIELD DISTRIBUTION BOX GRADE 1/8" /FT. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE I (SEE NOTE 4) I AWAY FROM SEWERAGE SYSTEM. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL 10' MIN. DISTRIBUTION PIPE WITH CONTOUR LINES. PROPERTY SEE NOTE 5 LINE 5. FOR RAISED ABSORPTION TRENCH SYSTEMS 10' MIN. SEE NOTE 5 HORIZONTAL SEPARATION DISTANCES SHALL BE EXIST. GROUND MEASURED FROM THE EDGE OF THE FILL. j 4 Yam` n�Y� � ��,//•t t�/ SEWAGE DISPOSAL LAYOUT ADJUSTABLE 2'-0" 4'-0" 2'-0" 15Z MAX NOT TO SCALE ��-VALVE BOX CROS5 SLOPE OVERFILL TO ALLOW ON SLOPED SITES FOR 5ETTELMENT VARIES ¢# WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD ° 1 f4' KW M.J. GATE VALVE ? / '% 'EARTH BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH I 6" - 12" FILL ,-UNTREATED BUILDING PAPER (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) (SEE NOTE 3 h 4) <� 4' PERFORATED 1-5 6-7 8-10 11-15 16-20 21-30 ~ 9 2 2 260 1000 27 108. 130 145 162 186 217 0 12" MM LATERAL i9 DO° 00 3/4' TO 1 1/2• 3 390 1000 27 162 195 217 244 279 325 WASHED CRUSHED STONE 520 1250 34 216 260 290 325 372 433 24 EXISTING MAIN 5 650 1500 40 270 325 360 406 464 542 MAXIMUM 5EA50NAL HIGH GROUNDWATER = 6 780 1750 47 325 390 433 488 557 650 M UMOUS SOL OR BEDROCK NEW TAPPING SLEEVE TANK SIZE6 BEDROOMS SHALL STANDARD ABSORPTION TRENCH SECTION NOTES: 3 CALCULATED BQYUTREMENTS ADDIN 2 50 GALLONS OFFOR MORENCAPACITY AND SEVEN BE CONNECTION TO EX15TING WATER SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. NOT TO SCALE 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. 3. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE NOT TO SCALE 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIREDSURFACE AREA BY 7 SQUARE WITH 3.5 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FT. SEWAGE DISPOSAL SYSTEM SIZING NOTE: EXIST. GROUND THE SEPTIC SYSTEM DE51GN FOR ALL LOTS IN PRASE 1. 2 + 3 OF MDE SHED ° ACCESS PLUG THE INDIAN RIDGE 5UBDIV1510N IS TO BE BASED UPON A PERCOLATION oc i' N GRASS AREAS ADJUSTABLE fl.U5H WITH PAVEMENT RATE OF 1-5 MINUTES PER INCH AND A 10+ FOOT DEPTH OF USEABLE SOIL. � VALVE BOX TOP CASTING u GATE VALVE WITH NON-RISING STEM CORPORATION STOP 4 SERVICE Box t9 CURB STOP RECOMMEND ALL ACCESS WATER LINE + MEANOUT OPENING$ TO HOUSE FINISH XIGRA�DE B�ySED TO G* BELOW GONGRE E Oft STTO GRADE. MARKER ABOVELNE BURRED COVERS RECOMMENDED. OWATER MAN7TYFE K COPPER TUBING SOLD GONG BLOCK 3/4' FOR SERVICE LESS THAN OR EQUAL TO 100' OR GU. FOOT PIECE INLET BAFFLE NOTE VALVE BOX 7a NOT TO REST ON 1' FOXR SERVICE OVER 100' 12' HIM. COVER OVER AS REQUIRED VALVE OR PPE LIME. ALL STRUCTURES NkI DISwzJT0N BOX BY FORT MLIXR OR VALVE INSTALLATION DETAIL CURB STOP WITH BOX 3 EQUAL '-" LIQUID LEVEL j NOT TO SCALE 1 • PER i Q Q O NOT TO SCALE MN. SLOPE 1/B' PER FOOT g SEPTIC TAW AM ° ° g°ql ALL OUTLET INVERTS O BE SET BY FORT MILLER g °°0 ` PEA EXACTTLY THE SAID GRAVEL ELEVATION. °R EQUAL 4� LET 1EFS D15TRIBUTION BOX 015E OF SPEED LEVELERS SEPTIC TANKS WITH JOINT BELOW - ' NOT TO 50KE ENCOURAGED) THE LIQUID LEVEL MUST BE TESTED g € Q o TLX DEFNOT BY HE � FR�NT o INSTALLATION OF DISPOSAL FIELDS pp �Qj t9 g° 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. e�a�° DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND MINIMUM 2x WIDTH ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND MAXIMUM 4z WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS GRADE AT UNPAVED 3----P-a' ',_p,_ v� OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. AREAS RESTORE TURF O 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, 0 p00 THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED NEW HYDRANT ASSEMBLY PROVIDE 3- SAND OR �00 SAND RAKED MEARED SECTIONSTOACHIEVE TRENCH. N SURFACE AND TO LOOSEN PER QUMMSWRY WATER PEA GRAVEL UNDER TANK _ II - DEPARTMENT STANDARD. O SEPTIC TANK 4.. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL III NOT TO SCALE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND I FINISH GRADE-� 61' OTHER WASTE MATERIAL IN THE STONE AND PIPE. 1 SEPTIC TANKS 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES. OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID VALVE BOX STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY NATIVE MATERIAL BACKFLL W/ 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. NATIVE H�ANT D� GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS COMPACT PLUG WHERE SEASONAL ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED EXCAVATE TRENCH WIDTH N 11-0' LIFTS 1MGM 5 WITHIN 7' SURFACE #2 QW`� STONE NECESSARY TO ACHIEVE A STABLE FOUNDATION. UNDER PAVEMENT. MINIMUM YADUS EQUAL 10 MAX. SIZE) 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY TO PPE PLUS 2.0 FT. TO CT MODIFIED 6' M.J. GATE VALVE-MIS CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 3 PROCTOR 9'-6' MN. COVER 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. W TLR MAN 5. ALL JOINTS MUST BE SEALED. io I M.J. TEE ' •' 0000000 NEW YORK STATE DEPARTMENT OF AEALTH SELECT GRANULAR MATERIAL .(:. `" ' SELEC ) TO 1 ULT R8' AB PIPE. PPE. GLENS FALLS DISTRICT HAND BAGKFlLL. 6' LIFT. ' .;... .... . . . . ... . R� h�..., 6.. :; :_ _ - o 0 o Q,_ Refer to first sheet for approved date and signature ON 80 PPE BEDDING 6' DEPTH.$AND. GRAVEL OR CRUSHED STONE CTO 1-1/2'3 L CONCRETE BLOCKING 1. AT GONGRETE WALKS AND CURBS. SAWCUT M.J. ANCHORING COUPLINGS POURED AGAINST EARm __ NO. REVISIONS DATE EDGES AND REPLACE TO MATCH EXISTING. AND ANCMORNG PPE - OR RODDNG i'-- � NGYvrall�cgteac ca, Engineering, CC 1 WATER DPTAIl,CORRF..CITONS 4/3tT10 PS W. 2 NYSDOHC0194ENTS 615MO Indian Ridge PUD ° Miller ,Associates Town of Queensbur Count of Warren, NY PIPE EXCAVATION d- BACKFILL DETAIL TYPICAL HYDRANT INSTALLATION �� " °� NOT TO SCALE .0 _ * d.ANASCAPSARN.:HlTEdC45 Y� Y NOT TO SCALE VanDusem & Steves, Land Surveyors, LLC DETAILS ® ssMSo y�r Uma s„rvayarh ROFESSIONP 37 CMester Sheet, Glens Fulls, NY 12801 (518)792.4958,Faa(518)792-8511 DATE: J=26,2000 SCALE: NONE SHEET PI-9 -——-——-——-—-——— PHASE 1 4� 0 40 % IF f. J IF X IF eje ---t coml TO DUST. CAPPED PIPE 71 < ar t4l, TP PT 3 A 8 v v IF I, X 2 NO CLEAR ZONE r! \\ \\ .' ALONG REAR LOT Ul 711 # 2 N FP PHASE 3 PHASE I \ ! > 4 NO CIXAR Z611i 3 ------ >", I \-P < PROPOSED MEW\til ASSEMBLY SERVICE -- 478 COMMUNITY 6 0 69 �,\ , lrr ram` %f / � �,ti JJ �J �` `� r/ r� ,\ �� *` 10 ft WIDE -,,NO CLEAR ZONE i I i -ALONG REAR LOT LINES 4 00 z rJ —7 r LLlLf ... 61 z A IN, Nil: 1:7 67 GAP FM FOR rUTUff EXTENSION d 5 66 N > Fir)'I I I J 62 --j 65 64 X X\ 6 < 15 6 FI i Q1 IF IN, if!, iN 30 ft WIDE NO CLEAR ZONE 7 ALONG REAR LOT LINES 14 PROPOSED 8 SENIOR HOUSING LINE NEW tiYDRANT 13 ASSEMBLY If IF fIAI 2 fI if F, IF Dill, IF f i 1 1, 30 ft WIDE Cil NO CLEAR ZONE ALONG REAR LOT LINES NO CLEAN ZONE j ilI if F; IF :�F EXISTING if SOLOMON HEIGHTS "ief F I lfi L NATIONAL CHURCH RESIDENCE v QUEENSBURY SCHOOL SENIOR APARTMENTS ';h -f UF fit NO ZONE ALONGCLEAR REAR LOT LINES no It m . ....... 0 C2 LEGEND TIP 0 .50 100 150 e JULY 95 TEST PIT BY MAINS PT JULY I PERC, TEST BY VANDUSEN + 5TEVE5 QUEENSBURY SCHOOL MARCH NEW YORK STATE DEPARTMENT OF HEALTH 59 TEST PIT/PFRC TEST GLENS FALLS DISTRICT15Y MARSHALL ED MAY 85 TEST PIT BY MAINE Refer to first sheet for approved date and signature pa NEW FIRE HYDRANT / VALVE A55EMBLY —W— NEW 8' CLDIP WATER MAIN 476 NEW 5' WATER MAIN VALVE DATE REVISIONS —w— EXISTING G' WATER MAIN TO REMAIN Nace Engineering, .PC 6/5/00 DOH&TOWN COM1IRM VW/ cyvfl arigi Indian Ridge PUD --W-- EXISTING G* WATER MAIN TO BE ABANDON L Miller Associates Town of Queensbury, County of Warren, NY PROPOSED INDIVIDUAL SUBSURFACE LANWC4PEARI SEWAGE DISPOSAL SYSTEM VanDlusen & Steves, Land Surveyors, LLC 8511so Land Surveyors PHASE 2 — UTILITY PLAN 50X SET-ASIDE AREA FOR SEPTIC; "'IF90FESS10i S. SYSTEM EXPAN 51 ON/l PLACEMENT 37 Cheater Street, Glens Falls, NY 12901 (518)792-4958,Fax(518)792-8511 DATE: August 25,1999 SCALE: 1 INCH=50 FEET SHEET SP-10 - dmmm� �11 I� -- I I . I I 1'� 1 k% i _ � �, _,_` _ 'l "' ------ I " I,> \"' ., .. 1,\ / � I --- I , _ i i I _ - : LAND CONSERVATION / PT ,1 6\ � _ - -l, I (1)6 )l" :; c� / I) # 6 �, 1,� I I ,/ l" 1, � �, i .- - - * / - ___ -,-. __ __ - - 1 '6 1�, � -I. ,.,� --- ,. � . I I . --_ 1 __7 / ___ 1 I I� - I I I I I ,, Ir __ -:. -6- 1 / -_ ,r_7 ----- ' l` � I � t ! - �, -- . I � � , �--- -, ", I - ------ ---,--- __ �,_ __ I � , �i �I -I , I -_ I / I - I I / , I \I 11 � q : �// ____3 -'\ � I \ 1 1, / I \ / / / \,,'I I . I\ i I 1 / , I I \ � I I I --I \ I ____." / I I / / \ : 1 _7:__;� --- 11 ; I � - / / 1:F_ --- ----"\ I 1\ \ \ , -48t' 6 I -_ - -, �1 i 1I QUEENSBURY SCHOOL % I -I--�, �� --- _ % , ; i _ I \ \ - / / : :i � i 1$ ? I i i ) I \ 11 ,,_----=72--!! 'Pil. F I i ,6 � '.3 \ ! ! !!! , I "" � I / I I 11 I : I \ - i-,"/ � %, 24 z \; .I � �/ I I 1 .,6 +- \ - / z� i � i I--_- � ,-- f- "' ; 1! H.O.A. LOT I ; x _,_ , I \ \1 ""I _ �, Q . ,�q - 11 �, Z 11 Il" �, . I � \ I'll ; I . I __� i � ", 1-1 \ III' / I\ � � \ \, � l,l' -11 / "_� �_ i I ;;;;;;;;;;;;;;; ;;;;;;;;;;;; ;;;;;; ___-�_� i 1\ li" z 11" f I � & I � PHASE I I \ i f � 4 1 \� I I ., "" "I �, I I . � l ; : I I �l I � \ \) I I \\ 11 Ill 1\ i'i V:i � ; i: ',", i if - \ �A I- / I 1� / "" '\ ", i I � i,1-- 1, \ / Ill \\ -, I I 11 I I I,,- - I I\- I � ;� I \ --.--. - I I 29 \ "r, \ Ir" -z -- - I ; I __� � 11" .- - , -- - -- i -5 � �� I,, - --6,- - ,l.z-,_�' ", N \ \ ------v,, --- - .c L_ _ / ///(I 31011 1 \ I l"' " - \l,i 11 z � / i 1 1 1 11 ---�:-� : I , , I � --- _, - _ Z:6 __�--- ----6 4 - - -i I/ g/l, - I -- 6 0 .1 �6" -- _ __ ---1 � ,-\ I� I � I li" - 61-06- -- L Z Z-- -�i-l"V.-1------ ------- p, " , \I- 4�� t ____ , , "i" I_', -�_ . , � I ;i- - - I � -- �- , j 1, - ,� �w \ k l� � - 1 I 01�� J �-.-- 11-W__ : I -1 , �4 k ---A \ I , ..-.2 ----- 0 -- - -, / I I 'l \ I . - - , �_ _7w_�� - �_ - NEW HYDRANT \ 6�!��! I I -- \� ;��j�� f z,i� I -Z_-�� , _______ -- I . �y� \N �, I I I I I _ ,\�;,!� i i;:�j,;;��ii � i j.i.i:,:;;i ,�;i�;,6;:, I & � - - I .11 , I -,------, I I ASSEMBLY _"` \--..- , I i , 1; `X. \ , --Z z� -r,Ucl J A 1, ,-- _2 - -,� ---- -�:6 1 rl, -1 I i - -- _- ; 11 ; '6"6 11 / ,q - �' 1A " U. I i - I .- % 518 \ l- I �r, V1, _�__ �in, zi-_ \ � I :6 - . ......U7 ,� ---_z �N - I-- % I : I� i .- - I- - - !; - 2 l_. __1 I. ". ; I , ,� I . _�, - � I I �L IN I I \ - ��:�� :::;11� !j�:i�:�i!.;i i;!� ,�,'E L , 1, � I - 1 ,6' � lj c �_�_ � \ � I\ \ \ __ '' ' ,� -I : �� _ _ 0 - l 55 \ \ \ � � .1 1 31� ,, , ,,, I _ji,� 1, - - - � l, I ; 11 - -------,: � \ I ,1,; ,i;: ��'��' - ; I I 20117 I \ � -1 �,- , 4- - � . .l- � ii''�' i !� i; , E I I"_ � \ I I i N `\ -_ �, L _._', I i i; l ill ,/ I . \ \ \ I i; � ''; ,�, �: : ,.,, I / I I IN " , 11 % `,., I I I � L -_ 1� li'�; ;iii! ,ti i�: ��1� : I i / I , CO GT TO EXISTNG \ ` _ -GAMW Fft f 54 \ �- ' : _ I I il ) I \ .1 \,' : �,)o !� I . , i.. �i;;ii 11 , , % � 1 f� ''i I �;, -, ,� I ; 1 1 � \ \ \ \ � " ,, , I ; �i`_;.,!� :L L I I I I \ I � ;jiL I I �, 11 ;� I i, , m , ,; / , � ji ,��' I I 1: i �� : , - � , I � I .L .1 11 I r I !�jt 2� r I X, % ', \ I � l,,., k� � E � , j � ,�; ;, L;,i._,H�oi,�:�H , 1 I i . k I ll" 1_ ,1, ,. I I - . ,i - NO CLEAR �7 i i k � ,,`�,- .� , I ll" " I, . ____ I I J�ilj j; �i � . ;�L;l � - 1i / ", r4 \ \ I - t L 11 � :;. � f!'1 ! , �� ;"";I � I �, 1, I ,, I i � 11 L-.,� >,_,� � " - , I i'' � ';, :; ; :i i; �_;il;� i ALONG REAR LOT LINES _ . ,f: , i �i;,� ; / I -) \ i,,,`,f,, . .1 � - - I li ��i�l!� i, I \ - � _,T__� ,� I - . - i ., 11 1 , yi iL ; � __�� , , `_ I i � I ;1� I . , i, I _1 l \ : , I L ,,,lil. -_ : I ;z I , �; - I ; -.. ; ; - Iii�i i -�i - __ - -__�_ ,, I I I \ I � I / ; - I _�m-, I � :, ;, � � ; I I " ,! -, - : I \ -- � \ Y ,� ,i � � I �, I I . IL j� : I i V \ / - � 1-- !;: ] I I , � I I � � /I ,��1'' L I _l I I ,ill 11 I I 1, i. , ,,i� ;!, ,,i�i, i , � / � L ' ] ,_ --- i I � \ ;, �1, , �i �LE �, � I�,; ,,, �f I - _'l \ - I �;i : '' i!' ,:iL , 'I', ''. , I I�. -!,; 2.� I 1 ,_- . ',�\ \_ ; ; , 11 - I . j I I i I �,,t. � ��i .5 ;i' � _ I - -_ ..- - - _ - - -_ -_ -- ; : I t ! � I I �i i, � ;:f :,i j�i�i ;i-:;�; / / I \ f- - - ; - I I , , , i � / - � __-- \ I ,,l,l,�� ,� �, i ��i f ,' , L j,5� ,; i,L ., i 11 -, '. __ - -, z I I I�i,L ...... �� Z ,f I I, � , 5 1�i o 1��r f,, , � ; / / il - ;;, ;; r i- ,., i,�,; I L, � :'j "q CIAM,?101i4 I I I , , 1. 1. �;;,, �;i , , � \ ; �; ,;1,�,,� I I - I 1,,,�! ,:', ' .� 57 le i I ��,,l; l! I... - - -- - \ \ " ;,, I i. I I \-- --- , I I j!,L'i� � I !I� I i i . i, ijj�ii' W � ;ii ; ,; ,�;, I. I f 7 / / I- I �, .. 'L ''', ' I I��I ,� . \ I I / I 1! / l�,1,7 !.' I � , / I-- - _%�- - L_ I � \ I 1,1, '';�iL ii�;,, , , ,, 1', 'f .- � , ' '�' 1 ,ii.t . L i Z,],,�- .I �' i; I I 1� I \ " ,,�,i�"L:; ,1;11!� ,j; : " i ,ii� ;:�: ; L I I i��i,L , � i 1 i \ /-.- - -/ I . , \ / --- ,, __ , I ��, .; , �1 �, �1 1,- ------_'ll -, _1 I I 5 lj l�, 'L, I Ell - , - ,. " "I i � \ 'L�:1''�i'!! ,i�i" ;j;E ,�';!L Pi;;�� i� ;�; : j I , , \ � - ' I 0 , I" � I i,,\ , I I I / , 1, ,, L ___ II 1. ,---I- i1 , � _ - ,ill ill , \ \ 4 A 1\ - / 1 /2 '-/ 11 " " / \ \ / r 480 f 3\ / " \ \ / i�1 / \ I \ � \ S \ . \ \ / / [ \ // / 10 ft WIDE - - _ \\ \\ \ .A /, / - �- _, a � L N \ X, /"/ \ / L I i I_ I 0 \ ALONG REAR LOT LINES / \\ \\ J"� / / 20 r \ \ 70 I" \\ / / ,\ / - ; z /` \\ / / " ; \ \, //58 � / ; 1 , j iI 1 ! .. � , i �. X I.\ .�\\ /.,z / \E, \ � x/// I , \;'I I /i :I I i f E1i L,W,E " , " YI Di�1� 5IR, A, N"ilr i\" T,1 N/; ." ,L l�I�L� � , i 1: ' I:j L 0 I ;, / i \ \ \ / z SSEMBLY lPHASE I \ / \ 1 ' / 711 e 59 1\ " , � _ - \\ I\ " / -- - \ / - 1 \ \I ,i i ,I � 1 ,I LLi QT P� � L GE ND/ / \ z \ 19 " // E E- - - _ \\ " X / \ \ .. ,, / / 4_� / I \ ,"N # 4 ALONG REAR LOT LINES \ " \\ \ / \ x // "Y JULY 95 TEST PIT BY MA IN E / q5 PC\ \ I " / / \ � \ / / TEST \ \ \ /��j - L- / I \ /, / BY VANDU5EN + STEVE5 l_ / II \ / / V _1* _ ` = - 4 7 __ : \\ 18 "X/ * MARCH 59 TEST PIT/PERC TEST\ / \ I \> . z / \ \ / BY MARSHALL \ // , x < \\ D MAY 8 8 TEST PIT BY MAINS \ / \ \I 60 \\ ,, ,) \\ \ / - \ z \ // 0 NEW FIRE HYDRANT / VALVE ASSEMBLY W �c _ PHASE // / I , /\\\ \ \\ / I \\\ \\\ / \ / _W_ NEW B* OLDIP WATER MAIN A \ / / \ / , " \ \ / " / \ A - NEW 8* WATER MAIN VALVE \ � I /I I . / \\ I\ / , \\ _W_ EXISTING G' WATER MAIN TO REMAIN I / / ft _ I --W- EXISTING G WATER MAIN TO BE ABANDON<X . \\) \ / \ 17 \ / / \ \ X, PROPOSED INDIVIDUAL SUBSURFACE \ , \ \ / \ \ /; _ x/ // SWAGE DISPOSAL SYSTEM D _ \\ \ \\ \ / t - \i- ___ 00?WCT TO x - - - -EXIST. GAPPED PM/ // \\ \\ / _ - - - - _ 5OZ SET-ASIDE AREA FOR SEPTIC / 16 \ \ \ SYSTEM EXPANSION/REPLACEMENT '\ \ \\ / / - 30 ft WIDE\ l \ \ x , NO CLEAR ZONE '. ,, �x "" \ \ . may.._% ,!�x \ \ \ < : � ALONG REAR LOT LINES ,j \ _� &Y c4 \ / \ i 0 <1 \ \\ \ �\ � / \ / fi" : 1 // \ 04%0�& l i - \ - --- I I / ; if . I Wl�i �� 11 , . _�� \ / ::�fJ`7�1 (;- - / / ii I , I J� �, , . nj _ r __ I ," -I ,-'-L-,__,j ,,,! � ,i' 111i I I , , I � : ------- ---:- ---,. ------ i \ ll - /j Al'�; , , I - 7 - ___-- � __ - I-- \ . - _.--.-- ____ , , I L � ,.1, I i _ , ,,� , , �, ,t_,_ --l- --�------ __ I ! / � ,�, -., ill \ "f! fj* -- - - --,-- I __� : - ", , �,._ "."L' , I, I ,If1,p � 0 50 100 150 � - __ , I � I I - , - : " i _ ' - , - �- , ------- �, \ __* _.� , k, \ N 11� L -_W -- -, 11 ��_l, � ," - , 1, I . 1 �, _ a - - __ " I _ � __ - " __ - � ---. - -, �� , "I, I - I - -- - I- - ..l, \,-- -, -1 . I - .i _- ,_� , --, ' ____ -E-_ � - I -1 \ / , I - - ,�' ___�_ - I - - �i- - ; _�: ___-- __ __ ------ \ _ - __ . �� - ------ �- . ---- � - � ,_��; i _____--- --- _1 ._.� ------ : --..- __� ' E - - " \ ,�i, ; - - , ,� - _ _ : �, " __� I _- - --- - - _,,� I I :�, !;� �ii � I NEW YORK STATE DEPARTMENT OF HEALTH ---�------: S ---- - .,- . i ., : , � , I __ - -- ------ N � I f;i 1; I--.--_ _� � _�"f",� L " � I ; I W---- --- --- �_ - _1 , i t . ��az=� � __ \ :i ,; I _ I ! I ; I __ =... =a -- % � I GLENS FALLS DISMCT Z -- � - - - - ,= - __- " , ,,� , I ------__ ____ '? - - _ - __ � __1 ll m 11, , I - - __ __. (" ;,, ------ ___ �l 8 -__ - ----i,--- ,1____`- I N L . I 't I : ;�,iiE`i,v---- ----- ---- -,--- - - - __ - - _,_____ ,_ ___ i i L I I - -1 ----- -- �_ - - - - �- - - _---L-.- �,?f -, 114 ! ., . I / - -1 - --- ----- ____ i c� --------- __ \ _,,�% i l, i; Refer to first sheet for approved date and signature - - el _ _�___ _____----1, _ . E I, i I 9 _--__- - __ - ,� � - __� --- ,% I -,_Il� i i -40l L 1 X!; 'L ._!x _ - --- UI '. ----- - '_T -W-"L-..- _.. ,--- - _ , C' - - _ _ i I - - - - - r I � 1W I --- I r i\ 11 \1 I!I I".I 1., ._--1%I\)\ I , L\ )1 L , 1, \I 1 rI I �4! 4 DATE REVISIONS k \ 0 � fill Nace ngineering, PC 6/51M DOB&TOWNCON MENTS 0 S aRE Indian Ridge PUD I \ _T O Miller Associates Town of Queensbury, County of Warr en, NY 71 i I L I11 -I . _ :1 -5 1. I I 11%, *cc� . VLAaNnD SDCAuPEs AeR nCH nM& S Steve s Land Surveyors, LLC/ /1 LindSurMm I1- I I II I II PHASE 3 --UTILITY T PLAN U- / \ 0FES5 06 37 ChesterSteet, GlersFaUs, NY 12901 (511)792-4958,Fax(518)792-8511 DATE: August 25,19WTSCALE: I INCH=50 PE Er I I I � = 0 ELL) � - HEET SP-11 ,� �_ 1�