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Phase 2 21 LIST OF DRAWINGS BI[C(jI '�), •• _ \Tp -O ♦ _!t 6isement 1 t Reservoir . ' (( -°-F-- �� Pa •: " I u G 1 Paradise.Beach�•��- p ", +/ '+' •• ,i - SHEET - P2 1 COVER �J b �. �� ,�'_-% i .. .w_a • �� eM ' . 1 i�-t � ,•,.;1 r l >.'1 1,1 �� P2-2 LAYOUT PLAN - PHASE 2 - P2-4 UTILITY GPLANRAI AN PHASE 2 PHASE F2 Ut, P2-5 LANDSCAPE PLAN PHASE 2 •9 2 91 P2-8 ROAD PROFILES X ♦ i� - - - 11 C \ ® `Y �. >�/ / �\\\\ y9nv d• o° adOi��A 8 ¢acl ... ! tL IGG �1 9 a: 0C 6 P2-8 DETAI SROFILES 021 -, r P�PI$ 1 V tt aKl P2-9 DETAILS 517E �� •10�.. •• ' 22'I ICdGI °jk� GeGI I 91'I � '1 o IZ9q • , x_ '�� (REFERENCE DRAWINGS) `TradOr -.... - \ •• l � _-a •• IKe ¢ao p ¢9G1 n6:cr[ ✓ 11. \ C CZ) MO]]OH %Od 9r'1 - 9r'1 i CC_ _Park 4r - ( y _ �ry I �1 • I B.M •O rl • li b 92., /I[GI 9.6C1 / ~ 1 _ pl 4 UTILITY PLAN PHASE 1 AS-BUILT Ele.,ary 6G1" ■_,, 11I S a :, i ° roan ,,R / ' SP 11 UTILITY PLAN - PHASE 3 Ele 49 1 _ \ _Z 1 $C{I •'•. •°` • 'CI 4 M � Ql~ ILaGI (CKI CC f'4r .•. f s I I : � i`z ., $t llsg„ .I •.•. :••�• .�� a9c, �r 6ac[ �a � I � . � /: 1 1 •• • % •... � •^ f. ( '. 19Yi1 1 &' , L(1 IlaGl °° 9•GS a� I. 1`' S- QC. ,: A O 'i,� •.• • •9u •1 .� Sy j + o 1°lilo I,au 'sw IKo 0 SECTION 77 T 921 • i ]�—T— I )] i 1,1 � `_ r. � � ❑ � � \ cc A ° d °• ff°91.G ra OG-I ('� 0VI r✓I IS'1 � IYI 73-1-2 1 _ FIREBRE/K • .._ - • l-.. + SJ •' £.f .:% 4rG C2•, I9fL1 R � °y C/ y'Z I IANI .HrttYWQYP'• �'Jn i66 !__ wa 9 6rl � .4 � Ix^ 29C"I ar uc9u e41 ! xrerl � misa °! s sow J/! law Iiw 19au � 'I 61'l I / L � 62l 0o1H K_O@Y 'I , -� '.F. _ '11 "p'1 ( e N •f r° 6j _ Ii69 C••A Md I6K1 L9Z ImGI G993[ w• • • it G ! _ a n `�i' ,� �' +dF I zc 1 law _ I f° it ri'I LOCATION PLAN - J...2 •e CCC'I cu STAB a NW I� 41 9 s ! NYS DEPT. OF HEALTH CONDITIONS OF APPROVAL z,zo> N 42 2. THE PROP050 FACLITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR lapp. 1 40 LAND CONSERVATION TREATMENT SHALL BE INSTALLED IN CONFORMITY WITTt THESE PLANS. - 2. NO LOT OR REM 94NG LAND SHALL BE 5UWNJD D WITHOUT PLANS FOR SUCH RE5WDII51ON - _ 43 r BENG SU5MRT£D TO AND APPROVED BY TILE NEW YORK STATE DEPT- OF HEALTH. / 3. THE DEVELOPER SHALL FURNISM EACH PURCMASER WITH AN ACCURATE AS-BOLT T# PLAN DEPICTING ALL HSTALL£D SANITARY FAGLITIES 'AMEN THE DEVELOPER SELLS _ SECTION 7 LOTS WITH CONSTRUCTED HOUSES. ti p 44 1 39 38 37 PER 4. THE DEVELO SHAH FURNISH EACH PURCHASER OF A LOT WITH A COPY OF THE APPROVED 3G SUBDIVISION PLANS AND SHALL NOTIFY TMEM OF THE NECE5S" OF INSTALLING THE WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES INACCORDANCE LITH THE APPROVED PLANS. 5. WHEN INDIVIDUAL WATER AND\OR SEWAGE SYSTEMS ARE PROPOSED AND THE LH Q "m l•f.a• ~��.��°"...." -"j°-"-_. (GLENS FALLS DISTRICT OFFICES DOES NOT INSPECT CONSTRUCTED FACILITIES. THE / e a -•�^6--*-- -.� 35 SANITARY FACLM5 SHALL. BE 11,15PEGTED AT THE TIME OF CCNSTRUGTION BY �•°•. . A P.F.. R.A- OR EXEMPT LL.S. FOR COMPLIANCE WITH APPROVED PLANS. AND WRITTEN -ERTInCATIO4 SHALL BE SUBMITTED TO THE APPROVING LHD PRIOR TO / • ' COMMUNITY 1 i 34 OCCUPANCY OF THE I'MMLSES. $ SERVICE 3 45 "aa G. PRNATE SELVAGE DISPOSAL SYSTEMS SMALL NO LONGER BE CONSTRUCTED OR USED 33 ,?` & + 73-1-3.1 fi 1 ACRE ®s 4mgals®a:s dt Ex �aasn er AFTER PLX. SEWAGE LITE5 ARE AVAILABLE. CONNECTION TO THE PUBW SEWERAGE .,a4 _ ) •€ 47 IB _ SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE SYSTEMS) BECOMYIG AVALA&.E. x T•� 7. PLAN APPROVAL 15 LIMITED TO 5 YEARS AND FXPRES ON -- TM EXTEN51ON5 00 - MAY BE GRANTED BY THE LHD BASED UPON DEVELOPMENT fACTS AND THE REALTY SUBDIVISION o .i» r w✓ ! �i 48 32 REGULATIONS N EFFECT AT THAT TINE. A NEW PLAN WM55M MAY BE REQUIRED TO OBTAIN A TIME EXTENSION. � 49 � � ncccss 9. THE APPROVED PLAN5 MUST BE FILED WMIM'I THE WARREN COUNTY CLERK / vo ° $Y PRIOR TO OFFERING LOTS FOR SALE AM WTMN qO DAYS OF THE DATE OF PLAN APPROVAL T 31 50 ti 72 .�'• ®®® 30 51 ® 2q 73O`"'� 28 50LOMON HEIGHTS L ® 27 52nnn�ORo'AREI rrce +I nPWN 2G PROPOSED PLANNING BOARD APPROVAL - PHASE 2 SENIOR HOUSING GG 1� 74 75 54 ®®®® 53 SO ACRES °0 25 55 Tp-��' /pperp ' Approved Under Authority of 24 a Resolution dopted (21L1 --- 2001 ,f G4 ®�4 ®a;# by toe Pi, ng Board of the • o G3 G1, :® GO 59 58 57 23 l Town of rnsbury, New York. x -----' ` ' ----------- Chairman Ch cJt neG� ' ) 1lip( 11 g 21 porth I '` '#, 'R 18 iq 20 1G 17 ;_ ............. HIGHWAY DEPARTMENT APPROVAL - PHASE 2 QUEENSBURY SCHOOL 73-1-18 ... _ QUEENSBURY SCHOOL r i - These plans approved by: ' 73-1-20 PROPERTY IS LOCATED WITHIN THI5 5U5DIVI5ION MAP WAS PREPARED QUEENSBURY SCHOOL UNDER THE SUPERVISION Of A LICENSED UEENSBURY UNION FREE LAND SURVEYOR AND WAS MADE FROM Highway Superintendent'Richard A. lissita 73-1-19 THE Q SCHOOL DISTRICT A FIELD SURVEY. and THI5 PLAN 15 CONSISTENT WITH THE ZONING QUEENSBURY CENTRAL ORDINANCE OF THE TOWN Of QUEENSBURY AREA1 FIRE PROTECTION DISTRICT PROPOSED IRON ROD MARKERS TO BE SET AT x E EACH LOT CORNER OR CHANGE Of DIRECTION. WATER DEPARTMENT APPROVAL - PHASE 2 0 50 S00 200 300 SCALD 1`-2W TAX MAP NUMBERS PHASE 1 - 25 LOTS THESE PLANS ARE APPROVED FOR CONSTRUCTION OF THE WATER DISTRIMITIOPI EXISTING TAX PARCEL NUMBER 73-1-21. 73-1-22.1. PHASE 2 - 25 LOTS SYSTEM A COPY MUST BE ON SITE DURING 73-1-22.2. 73-1-22.3 AND 73-1-22.4 CONSTRUCTION WORK PHASE 3 - 25 LOTS NY APPROVER BY THE WATER DEPARTMENT- 2- TIONS MUSTBE 73-2-CLOT # AS SHOWN ON THE PLAN). RTMENT- TAX MAP NUMBERS FOR NEW LOTS WILL BE A TOTAL - 75 LOTS N. `U L 2- ZONING INFORMATION OWNERZAPPLICANT EXISTING ZONING° SR-20. MR-5 + LC-42A THOI1'LAS J. FARONE & SON, INC. PROPOSED PUD ZONES -MIN. LOT SIZE = OLIO ACRES 38 FIELDSTONE DR. -MIN. FRONTAGE AT 5ET5ACK = 70' GANSEVOORT, NY 12831 NYS DEPTOF HEALTH APPROVAL - PHASE 2 -MAN. FRONT SETBACK = 30' & . � -MIN. REAR SETBACK = 20' J. BUCKLEY BRYAN, JR. -MIN. S NEW YORIC STATE DEPARTMENT �� l II=ALTPri a IDE SETBACK = 10' -M . BELL 'POINT ROAD IN 5 OF SIDE SETBACKS 30' BOLTON LANDING, NY 12814 Glens Is. New York DATE: This is to certify that the proposed arrangement for water supply and = sewage disposal for this realty subdivision In accordance with plans on file in the Office of the State DePartrnent of Health are hereby N0. REVISIONS DATE approved.Consent is hereby given to the filing of the map on which Indian Ridge PUV gft endorsement appears In the office of the County Clerk in accordance �jF NE yy N ac e Engineering, PC with the provLsion3 of Section LILT of the Public Health Law and P��OF NEW y� �f�, W. yQ Civil Engineers Section 17-15M of the Environmental Law. p�, L+E R c _ .' `'� h��wc.STF �� Miller Associates Town of Queensbury, County of Warren, NY �� c LANDSCAPE ARCHITECTS _� 11 �"' VanDusen & Steves Land Surveyors, LLC PHASE 2 - COVER SHEET PA t ^ w, r1IkE� Sbi �• R do. 5� ♦i?® Land Surveyors �r" A 6�,i� ii t r IV Y. p 55 Ca S 1 6 . G_G111 ��EEli n 01 DEC 14 r5{1 11 • L 3 I.I�Fl� + + P90FESSIOHP 11 Hav2-4 Road, Queensbury, NY 12804 - Dote: August 27, 200 SCALE: 1 INCH = 200 FEET Sheet P2-1 (518) 792-4958, Fox (518) 792-8511 o, k _ C >. I ,t a-h 'W 4 ya A :3 _. 3 Q -4 t l \ t t HASE 1 \ J J r y„ , 71 \ \s F { A \ \ 031 � 5 acres REMOVES TEMPORARY GRAVEL ' TURN-A-ROUND J \�1,'i s t, 5c} 1 r) cP \ \10a60 , \ Jr' 70 �16Q0\�, i 24,431 sq.ft. NO CLEAR ZONE \ yy> A 0.56 acress. ;."2 \ d �� 2\ ALONG REAR LOT LINES \ •F \a \ys m, 1 25,274 sq.ft. / cS>i 1.,��1 f' \� - •` 0.58 acres \ q,� •� (,v h •`� 8 HASP) i Z 202 >O o J J, / 69 , jam` `,\g\3>>F NO CLEAR ZONE sa- t \ A.0 PROPOSED 2 - �� s \ 22,974 sq.ft. F _ e COMMUNITY SERVICE �ry� \'\ '� \ soo r' \ 0.53 acres j �� \ Q5 PHASE 3 } \. 26,635 sq.ft. 0.61 acres i p0 0�' J . ! / / ~ 10 ft WIDE 1 N603 NO CLEAR ZONE 52 E ALONG REAR LOT LINES CV /p41 \\ / L \�� JJJJ \\ �20O1 \p. O j%' 68 M ` r` N602352'E 2 /%J 0 22,795 sq.ft. �/ry / �z0 \ �A. \ 61 0.52 acres N6023~52E \ 0. r 'o. \ 30.8 sq.ft. '/ \ 1zsr, ty \ 85 0 acres 41t017, N3915'41"E / \ \ \ t 26,785 sq.ft. •,' � r ! 67 t N • r` j it \ \ '\ r' � \ TEMPORARY GRAVEL 0.61 acres 23,575 sq.ft. ,` f v _ ?t f` r' _ _ - - ', \\ \ ,. \`� TURN A-ROUND ` 0.54 acres i `\ 23,842 sq.ft. 0.55 acres .% N CV3 ? ' 62 \ ✓/ i` 65 o o i i \t �a \ 28,954 sq.ft. / / €-t ' 1 ` 1 �r`•� o ` f st. i°� \\2\��02 \\ \/\% //%'i% . t / ^ • .� 0.66 acres 24,000 sq.ft a, o � 0.55 acres 3 64 63 Cj w `, 500o,y ,/._ 0.66 acres 25,418 sq.ft sq.ft / Og10 0 000 `r i\ \ \ tl 0.58 acres M 27,141 sq.ft. % / � �xs• _ _ ,r ? z I 0.62 acres \ •' ,, `nm Shp• 3 ' •'! 60 �� \ o�'x '0. \ \ j e� I •? R 12.42, 120. _ zo.i '?- 5602=�•'W y?"fr" _ t t - - , nj\�p0 /,\ \\ 26.992 sq.ft. 1i9TC. 6 t' ..,y R'r,2s. a a ,,' - .__ w o� pj. ,. \ \ 0.62 acres \ / 35,389 sq.ft. �, N6023'S?"E - 18.48' � 'L y</2 30 ft WIDE 0.81 acres I 104.83' _ S60?=52.8 :; g6 i` /' \ \ c NO CLEAR ZONE sc s \ / ! Cog 10, L>185. \ \ ALONG REAR LOT LINES R=375.0o R<315.00 '� p0 \ sir• \\/ \ 14 - 'I op \ Io a o ir7 3 R2g. m ,.. \ 28,118 sq.ft. \ / 48,092 sq.ft. / ° a o , 6.13• R-425.00 83.54 m \ 0.65 acres \ / 1.10 acres 1 j rn o L>70. R=425.00 PROPOSED fry ! $ i 99 L=92.50' SENIOR HOUSING 24,675 sq.ft. 1 +� 6,91 0.0 \!� I ! 0.57 acres 18,029 sq.ft. ` 0.41 acres 10 � A � ,. ' I o Co f ? O, Oi r • O N t ' 13'Y�� O 10 f' i 29,820 sq.ft. 26,331 sq.ft. j ` i 0.67acres \ \ /f �1. 0 30 ft WADE 0.60 acres 11 12 1 \` \ / v` a�0 NO CLEAR ZONE 47,714 sq.ft. \ S \ \ 1.10 acres 36,705 sq.ft. n \ g0 ` ALONG REAR LOT LINES \ V w ! i 0.84 acres 1 N ,I n N W 7 l / NO EXISTING SOLOMON HEIGHTS 2 ` ry; .,, �� _ QUEENSBURY SCHOOL NATIONAL CHURCH RESIDENCE g ho SENIOR APARTMENTS CLEAR ZONE 0\'" 9 CD �\ 5 30' WIDE PARCEL .�\ TO BE DEEDED TO THE O 50 100 150 \ QUEENSBURY UNION FREE SCHOOL DISTRICT 1. THE DEVELOPER SHALL CONSTRUCT A 14' WIDE ASPHALT DRIVEWAY FROM THE NEW TOWN ROAD TO THE BUS GARAGE ACCESS ROAD. QUEENSBURY SCHOOL 2. "BREAK AWAY" GATES AND BOLLARDS SHALL BE INSTALLED AT EACH END. 3. THE DEVELOPER SHALL INSTALL 4 "CUT TEDFTO THEE SCHOOLS LIGHTS MW YORK STATE DEPARTbIE" OF I=TH .z SITE LIGHTING CIRCUITRY. GLENS FAILS OiSTRIOT 16 ft HIGH POLES AND HIGH PRESSURE SODIUM Refer to first sheet for approved date and LUMINAIRES. 1 DATE RECISIONS pFNEWy' Nace Engineering, PC I �i�n T- idge PUD �'� . Civil Engineers u ��LEWC.gT�G .� Miller Associates Town of Queensbury, County of Warren, NY v " LANDSCAPE ARCHITECTS L VanDusen & Steves Land Surveyors, LLC _ PHASE 2 LAYOUT PLAN Land Surveyors _ i, LE2it LAND J , ^r r, + 'j; ,t 169 Haviland Road, Queensbury, NY 12804 'I G ( C'2a, 4 � , (518) 792-4958, Fax (518) 792-8511 DATE: Aug. 27, 2001 SCALE: 1 INCH = 50 FEET SHEET P2-2 ..�� It, y' DW 10 0 / DW it \ 1 DW 8 , , it ltrF , d Y - — qG , a t `1 DW 7 HASE 1 \ -- r `\ \ J: \ ri 71 r .., REMOVE TEMPORARY GRAVEL t. \ TURN-A-ROUND it it h i ` i �� m \ f was r. It it I 1 \ / HP 70 \ M`1 =` It \ `�l \ \\ \ -NO CLEAR ZONE \ ALONG REAR LOT LINES11 Fit ``ti l\ •\ \� \\ �\ \ f ' i PHASE 1 , Ow 2ro ` \ \ � . No aEae zoNE PROPOSED ✓ f COMMUNITY SERVICE 3 DW 27 ajs <8 it, it \ ; \ PHASE 3 \ 10 ft WIDE i / ' �/ DW 28 it r -\NO CLEAR ZONE Iij \ ( �� DW 37 �� , _ALONG REAR LOT LINES l/ il; of \ ;it it S1 ` \\ � ::rf \ 7a t V — r\ \ / A \ vv 7 67 \ ` \ DW 38 TEMPORARY GRAVEL / \ \ Oa >s DW 35 \`', TURN-A-RUUND / It \ i as 66 \ r 75 02 \<' \ 65 5 DW 3G—/ \ \ 6463 s / 91 r DW 33 DW 31 4111 / ;tip 78 tit l 477 / 30 ft WIDE 476 E / \, itDW 34 _ / _ y!i � NO CLEAR ZONE ALONG REAR LOT LINES \ / HP tell / it 479.31 f 'l \ PROPOSED \ `\ ago / 0 // y\ it,\ SENIOR HOUSING 6.91 ac \ \ 9 � �iit / o��l \ \ 13 \ v 10 �� \ �`\, / 54 \\\ // 11 12 // �6,01 ` -NO CLEAR ZONE >� / / ALONG REAR LOT LINES it \ / it 70NE \ \ it - 1 \ IFv / \� `4 EXISTING ` '� A / > SOLOMON HEIGHTS \\ 14' WIDE ACCESS PATH/EMERGENCY DRIVE / / CONSTRUCTED TO SAME SPECIFICATIONS _ NATIONAL CHURCH RESIDENCE AS STANDARD TOWN ROAD SECTION S� / \/ /' v QUEENSBURY SCHOOL( 2�� SENIOR APARTMENTS CROWN PAVEMENT IN CENTER W/ 1/4"/' CROSS SLOPE \ °Tr I � / \ ' i `Oi > OSCy ` f / IF f QUEENSBURY SCHOOL _ ..... _48 � it - o tit IF it • i SOB_... • fy •- _..._.._ _... ` ,..... ..._ —. .._ \ t t 0 50 100 150 of: NSLY r . y6• a o r � o STATE DEPARran OP &ALTgr FALLS DISTRICT a 10. 55A� tr® osesslolk"` e�ag t* !'iz'St alaeet for amroved da+a anA 475 -- NOTES �T �+ T�t� DATE REVISIONS _ �`',� i; NO I ES NaCe Engineering, r C 9/19/01 SPECS. FCR SCHOOL PATH Indian Ridge PT LJ T \ i Civil Engineers j - J , 1. THE CONTRACTOR SMALL COMPLY WITH THE NEW YORK GUIDELINES -- " FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE PA EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. Miller ASSOC1ateS Town of Queensbury, County of Warren, NY LANDSCAPE ARCHITECTS 2• GRADING OF ALL LOTS AND BUILDING SITES SMALL BE VanDusen & Steves, Land Surveyors, LLC C c=P+ DONE IN ON REGULATIONS. WITH TOWN OF QUEENSBURY PHASE `� — GRADING SC DRAINAGE PLAN SUBDIVISION REGULATIONS. SECTION A183-25. Len,d Surveyors 169 Haviland Road, Queensbury, NY 12804 (518) 792-4958, Fax (518) 792-8511 DATE: Aug 27, 2001 SCALE: 1 INCH = 50 FEET SHEET $2-3 . , r i yy p� qp{� 1 �\ Q _ y - III_• _ \ \\ ..l A, - f' - - J , , j _.'t'r ... _ \\ C , , v ; ., �. \ ,\ - 't 4� _\\\ v..F —' ` - -` , \ _ r , - --- �\ /! \ !, \\ \ " EXI \\ „' a \� PED PIPE -____ I ✓ u ___ CONNECT TO S7 / \ ! \ \ CAP \\ \\ , -- _ , ^�: \\ \ _____,_._"-"__I-.v_I,�_-_-_._,___�,_-._-._"�__�.-_--,,_-_,,.__-,,_�_�-.�-��---,-�_�_�.!-'"-l-_-_t,_1,l"_--I1 I,.1\��I._"-�`I_I.��_�_�I��\�`,,.I�,l I.\-,,,--.,1 1I.I",�.-_�,�I��,qi.,,I,�-.-l��.-.�1,I"_-,-.,-1,,��..��j�X,7,__�,.�.,�1,.:,,/,.I.-t:1,-.�.��,1'�-.,.".,��.,.�,,�.I,�".",i,,'.'.,"'.1",1"":_.:�,.,.�,II,l 1�"",1".,II��,1l�-,,5.,,,,..:."�".",",��,.--.�,,�14�:1,.�'I.1,1�,I,,�,,�,1;"�.',I11,,l.,�.z,"..,�1-"..j""�,�j",�,,_,��-;"�,,'�,."�.I�-".I�,..�",-.,."I,,._.;"l..�,�","'�._':,.,-.,I�_��,�,��,_"-_1,-,��1 .-�,,�, .,"I. - , ..I ,,1I., 1-�-,l�_j�'.-�"I .1 t�zi7,I;�elI,I\.I,1, \�,I\1 II v.,�I \ <~ \ 3 7 , \\ \\ - -- - tit :" - �`l t , - .. , % \ , i \ ` \: \ \_ l bO \ PT �{'3 :jJ `-3 \ \V V b' t' \ \ 4 V -\ \ M1\ \ _ ,A V ` - \ V _' 11. 11,1 C % It n - \ \ \\ \\ - ' / .1 \\ \+ \\ \\l s \ \ L• -o \ \ ' `,.\ - _ , 'L tl `- F / , ,a ••� \ r, EAR ZONE �/� r r �- NO CLEAR \ , r' - INS T \ REAR LOT LINES,\ / . ALONG E F \ \ ,. , . ._ . I 1. / .r _ _ .. e .' " 1. - n , III r \ / / a \ F \ \ . "\ J , < ✓ \ _ . .. .. _ By.A�TgyY/Ay AJ 81 t/ ,S . _ PHASE _ !' - _ . . 4 , h�i\ \ ._ g�p 9 .. 4 '�' \ \ f \ F - -- �iEiS� i >g s� \ !''!/ - i �� / T^. \; ` •` y :'NO CLEAR ZONE +:✓ - ,,,, , 11 PROPOSED NEWmYDRANT \ // % `\ \. 1W�I 1._I_I-I,_1�11_I1.)�I�,��5!-.��1-.I_i—�3 11/_—11 4—�I,*_1-�Zi._I,/I)_i I,�-/_/),iI-I\__--_..//4I.I_�1 I,�/_—/f,;—�II�_�I_I_,�-�I\��i_,i___—11_-,,;�__�-__:;.\--_I'h-__.-Q.P_\T�-_—_1 1—-—_3%I_1�f_,- ,,'-,W__��_/-.---\—,—j,—-i---,I�1l-P!1"�,—,//,II,-1 1;"I,,1,,�t I,,_.I;,�_�O;,I I,,t,��I��;��17_;��I��_�t�,z;�,I�i,II.--1'.�;��,—;-,,\;_It,1I�j�I/i�\,..:-tII�I,I_�,�I—__I'�r ��;,;—_I I_:_7:�,I,1 T;;:I—.:t1_1.�.I":.II�i:p.I,,—:,5,I E.?1'r N II_.�;:-,�:II._L.1\�II I.I.-;:.\.�.,��'1_:I I'.-;_L—.I1;.:;'1_11 1I,I,4��.tc q tt,LI,.�.__-_,.��;.:-��..._v;I�.'I�,i;1. c;,I,I..;.o.I;;iI—;:l,t-.-:I I.t;,;':—,��I,/t,-r;II1,,�I,,�;I..L1 1j;�,!,;.�—4��i, .;��m�I-l;�;;,�--—�!-;1F-t:-,-"-I l i�j,,;,!—�!�-_,-I,-.!,;$,i!t--;:,ti-;�"�n��o;'_,;t,f..t�,,;,:'.,1�.I:..;;i1i;;_—0Il,!;�;I i'.�1.�_.;k;;!�l,f!,_;�t:1_t!,—�1,:�:lj.!;t1;J�,:-�,�l.;,;;I;�:.I—f1.1-�;;':?;r1$'i,_;.II1�I�,!,1I-�I;qI,—�!',�t I:��'�I I_,1-"�t'�,:,i,��-I I-I�..i;-I�,t�'.,-I,tr!,j i;I i;I,;�,!l1�;I_"�',�1'j I 1�j,i t�;!Ii-1;�.�:I'!-Ic'i'::N_,I/1�::,��;�,,!'t.!i:$�,.::1,!�f:,,;\I,�1�:4;�'f!�1Ii.;,,?_�,!—;q..��;-—;�,[j;:1.. !._':,;I,t�_,�:!—�,§�.:;!_;,0.,�N5i:�,;,�;1jI;��-!�;;�—.'1--_.,;f;;4;_,�;�;f—-'1!;��,f.1t�!i,'��,-�-;_�11!;tI�..t2 1!I'�t,;'.I,:�;:.1;:;1 F!,I;:�t,rp:' `, COMMUNITY SERVICE \ ;. ASSEigHLY ,y \ \ --- - -- - _ 47s - / \,\ ,�1�j,-1(:.; f / r ` � \ / / .11 y ;\_ % 4\ \alb 69 /�' 4 �\ 3 r N \ \ \ / -` ` j /, /v i \ \\ \\\ !' • / 10 ft WIDE �� f ,., \ /, r-` .NO CLEAR ZONE %r' \ \;\ \l\ !! / \\ <i \ \ j 1 / - LONG REAR LOT LIN ; . \ / 6,. \ \ .. f \ / V V / `) tf r r+ __ r \ >/ �\ '� \ / \ V' i r` 1' Y �,� \ ) ' \ s , .. --.�.. — r .. . . :. I. \ i W. `. i \ \ \ \ / / \ \.. rr _ :r .,=-- \, ,� / / 1' r' r, I L II ;, ,_ :;- _ _ \ !" / / \\t \ / / \\ TEMPORARY GRAVEL- ,., ;.� ; ,... \ \ \ `\ \ t - ,c / i, -_- r "' _ ----'I - - - TURN-A-RhUND \ / .\ ' r- It __ _ // \ `� I 1 \ V L r `,\, \ '.:;,'\ `v\ "I ; / \ ', '., 'I, ,� " r rl i 1'' I I '\ \\ - _ "— ,/� GAP PIPE FOR .. \ \ \``✓ / \ , 1 a_, r r r� t _ - \. \ FUTURE EXTENSION \ \ \ `� % \ 66 i j i' r + _ \ \ \ / LNNE AL AEM9LY TOYBDREAN7 \ v i \ \ \ a ; A r/ 11> 1 , 'r \ j / RELOCATED IN PHASE 3 \ \ f %J - ! 1 1 ( II \ /, L^^, 1 ,i rr II 62 j , r f ' \ \ \, 1 r ; l~ 65 I' 6 6,� ,( \ / /1 _ _ r i __ /` i 30 ft WIDE / \ // /f �_ �\ / \\ \ NO CLEAR ZONE - \ j rr / \ ALONG REAR LOT LINES \ - ` c i' \ / -_ \Y i '` \ \ \ I/ r 1 6 t \ ,/ PROPOSED \ / ) _ \ \ �� i LINE VALVE \ \ \ / o SENIOR HOUSING \\ 1 I I t :, I \ '11 \ \ ,ram yn° \ � / 1 ,' f NEW HYDRANT \ \ / \. , Oh / ` - `-'_,- r 1 t ( ASSEMBLY -' - \ 't 13 \ r`- `' \ /! .� r ! � 1. 1r i _ _ �\ \\ f� rt ill '� ,I 12 w 'V v `v / r - t �J` ' 1 1 i A / " � \ �, ;r1 f 11 1 \ :i / � 7,� t 1 r/ 00 \ \ t r t 1 ' i it \ ` \ - r v j/ o 1 i I? \_ v A , No� 30 ft WIDE I� \ v � 0 V graft I a ti \ \ / N1 - -NO CLEAR ZONE ALONG REAR LOT LINES \ ' — _ I 'j \ - j = - \ ,/ .,-\ ;! '\ NO CLEAR ZONE', /-"' `4 ` ; 1 �.... .,. _ — — — i 1 'V / \ \ �\ i EXISTING } �\ SOLOMON HEIGHTS \ / \ \ � � : _ NATIONAL CHURCH RESIDENCE 'j, \\ ; SENIOR APARTMENTS _ QUEENSBURY SC1iOOL v '< "l �� `i "�� c t cis O ! T R , __ til Tp .} 'NO CLEAR ZONE ' - 480 SOS 0 \ 5 08 \ C._ — .9 \ r i, \ \ �. i -__ __ . - - -, -- � LL my \ e�0 \ __ __ f 1 k - O - 5 S�0 \ _ \ LEGEND \\ - - - i A TP -- _ _— O 50 100 150 -- - - - _ ® JULY G5 TEST PIT BY MAINE k 2 - - --- JULY 95 PERC TEST Of NEh' y ' BY VANDU5EN d- 5TEVE5 �40 O - - .. QUEEN SBURY SCHOOL aI 0 BYRMARSHALLST PIT/PERG TEST �� ~ Cn * \ �oy6. ® MAY 88 TEST PIT BY MAINE / 4-2 Y iTATE DEPlIRT? 3T OF TH r 0 1%��l�II$IlpS1lII1;I,40. pq° NEW FIRE HYDRANT / VALVE A55EMBLY I / 4a1.E.V5 FALLS D%STa;ICT _No, sjot py- \ ._.—yy— NEW 8' GLDIP WATER MAIN Ro��esTo" ��sT to f4:s4 sheet t'or s�D7'oved da.e rind a �:r 476 D4---- NEW 8' WATER MAIN VALVE t DATE RENSIONS , --w— EXISTING G' WATER MAIN TO REMAIN Nacre Engineering, PC 9/19/0', ADDED VALVE & TEMP. HYD. India 1a '1C e PU `- CPd! Engineers i —\V"— EXISTING G' WATER MAIN TO BE ABANDON " _,�— F_ T 1�13l1er Associates Town of Queensbury, County of Warren, NY r PROPOSED INDIVIDUAL SUBSURFACE LANDSCAPE ARCHTECTs SELVAGE DISPOSAL SYSTEM _VanDusen & Steves Land Surveyors, LLC PHASE 2 - UTILITY PI AN t^ )� A u Pr�.i1 Lend Surveyors { It n:.;;t 1 � r :, _. - _ - -1 507. SET-ASIDE AREA FOR SEPTIC ' GI LEU i� rt; II : _ - -. _ — SYSTEM EXPANSION/REPLACEMENT 159 Haviland Road, Queensbury: NY 12804 L } (518) 792-4958, Fax (518) 792-8511 DATE: August 27, 2001 SCALE: 1 INCH = SO FEET SHEEP F2-4 I IN 17 o - i, f , i s r „ X PHASE v, , :• 71If - \ \ a } �ep EASTING TREES \V!: TO REMAIN r \ _ i .T 5 - - , , 70 vl •` �e \ ` `, \ -`' a` .> ,.,. NO CLEAR ZONE LI ALONG REAR NE : If \ \ - - - -- PHASE 1 4 G ` Y i1� . ., 69 y PROPOSED NO CLEAR ZONE COMMUNITY SERVICE \ , PHASE 10 ft WIDE NO CLEAR ZONE 1 f ALONG REAR LOT LINES \\ EXISTPlG TREES \ = ! $ TO REMAINr Ciy� 66 i , a1 v _If If61 v > , 67 TEMPIJRARY GRAVEL ff - - _ - \ TURN-A-RIJUND \ 66 ' 62 65 �: EXI5TING TREES 64 / \ TO REMAIN 63 \� --- 'i EXISTING TREES \ / TO REMAIN if \ \ v 6 k 15 / 30 ft WIDE NO CLEAR ZONE ALONG REAR LOT LINES \ EXISTING TREES TO REMAIN \ 7 U i 14 PROPOSED \\ - — - --- - _ SENIOR HOUSING v I f; 6,91 ac \ l 5 �� /� 13 16 ' �� p� 12 t 1 // 16 30 C WIDE \ ALONG REAR LOT LINES ` 5 NO CLEAR ZONE � EX15T�lG TREE / i TO REMAIN I IF ;,NO CLEAR ZONE ' EXISTING CLEARING if EXISTING = - l SOLOMON HEIGHTS _ -wP NATIONAL CHURCH RESIDENCEr-, SENIOR APARTMENTS 2 e _ , QUEENSBURY SCHOOL O� fil 9 co . QUEENSBIJRY SCHOOL If oTTo NU CLEAR, ZONE S ALONG REAR LOT LINES � ; \ o - ti ` o FF rjF , I 0 50 100 150 ph STATE DEPAFTl r�iTT OF Hid. yf, errs MIZ DzsTxacT ROftr to fL-st sheet for approved date rtnd NOTE, THE LOCATION OF TREE PLANTING SMALL BE COORDNATED DATE REMSIONS 012 PLANT WITH THE UTILITY COMPANIES AND FELD ADJUSTED AS NECE55ARY. ace Engineering, PC 9/19/01 CORRECT PLANTING SCHEDULE I �t§NT LIST IT 15 UTILITY E RE5ON5 PRIOR TOO THE: CONTRAGTOR TO VERIFY THE Indian Ridge PUD civil Engineers G. COMMON NAME QUAN. 51ZE REMARKS y Miller Associates I Town of ueensbur -, County of Warren, NY P SYM BOTANICAL NAME Q LANDSCAPE ARCHITECTS TREES PINUS STROBUS EA5TERN WHITE PINE 40 3 to 5 ft B + B VanDusen & Steves, Land Surveyors, LLC 0 1 L_r 1 ! Land Se:rv=fro-s PHASE 2 - LANDSCAPE PLAN I. i �a H.,i dl� 169 Haviland Road, Queensbury, NY T2804 (518) 7,92-4958, Fax (518) 792-8511 1 DATE: Auq 27, 2001 SCALE: 1 INCH = 50 FEET SHEET P2-5 HIGH POINT ELEV = 477.81 LOW POINT ELEV = 474.44 HIGH POINT ELEV = 474.71 HIGH POINT STA = 13+50 LOW POINT STA = 18+50 HIGH POINT STA = 3+63.39 a (ra PVI STA = 13+50 N PVI STA = 18+50 LOW POINT ELEV = 472.94 N00 PVI STA = 3+63.39 o PVI ELEV = 478.00 4 W LOW POINT STA = 6+50 A.D. _ -1.50 ram- PM ELEV = 474.25 t- r i r z A.D. = 1.50 PVI ELEV = 474.90 ce r PVI STA = 6+50 A.D. _ -1.50 ¢ o K = 66.67 > K = 66.67 K = 66.67 PVI ELEV = 472.75 Q �? W Dr -H > A.D. = 1.50 J `` �i 100,00' VC 100,00, VC w x + loo,oa' vc o Uj K = 66.67 I o I I U o � o Q0 LLJ > pOj N M N I W 100.00' VC N Q O O to 00 Q to to in N 00 W F- + + r rrj + + dr- w m in r 4 =r T u' v) r- $ r o + U 1W `� w� I- > > > 0 + r r + N O ( I Lci0 + o II r w rr d- �- o � a r � ui W L� W r a U U V) w is + 0 � � 00 Q > > > > ¢ bo m m w w 0 x U > U > •�t• ¢ Q I- ram-• m m w w t ) II � w > m > W ~ m L� v) W H 0 V) FIRE HYDRANT N = m w ¢ > U > U cn II (TYPICAL) CAP END FOR U ~ II m mm w w FUTURE EXTENSION cn ~ -0.757, 0.75% 0.75% I ,I i� 0,757, , I I 871 6" PERF. 92 6; PERF. I HDPE at .0.0% -- - HDPE at - - �r - - 92' 6" PERF - - - - - - TRENCH DETAIL _ SEE INFI;LT 6"0 VALVE DPE at 0.707 - - - - - - - PERF. H - - p 168 6 - - _ HD(? at 0 70% IT J TRENCH DETAIL p a wAr SEE INF. - - p - - ER MAIN p 8'0 VALVE 1 .� EQ. EQ'PiP (TYPICAL) CONNECT iTO EXISTING p s"m IwnTER MAIN s"x s" PIPELi DRYWELLS 14 and !15 DRYWELL 16 DRYWELLS 17 DRYWELLS 19 and 20 and 18 REDUCER 1 and 13 STA 16+00 STA 17+56 STA 18+50 STA 19+50 DRYWELLS 8 dnd 91 11 DRYWELLS 2 DRYWELLS i5 and 6 DRYWELLS 10 and 11+50 RIM ELEV 475.87 RIM ELEV 474.71 P.1M ELEV 474.19 k RIM ELEV: 474.75 and 2 STA 6+50 DRYWELL 7 STA 8+25 STA 9,+14 STA DRYWELLS ,1 DRYWELL 3 DRYWELL 4 RIM ELEV 473.81 RIM ELEV 476.25 INV ELEV 470.91 INV ELEV 470.91 1 INV ELEV: 470.91 STA 2+58t STA 4+14 RIM ELEV 472.69 STA 7+87 RIM ELEV 474.56 STA 4+51 INV. ELEV 470;02 FIELD ADJ. RIM ELEV RIM ELEV 47427 RIM ELEV 473.99 INV. ELEV 468.85 RIM ELEV 473.53 INV. ELEV 470.72 DATUM ELEV 1A 460 N O Lo r O N 0 r O N d N O r N O r t() � N � O Or nU'� NN rQ Nr DO cpN � 0D r0 ON N � d tn � Nr O � ro tf) O N � � O d O co � r � •- d � r � `Dr o0r Mtn � r r0 � N c- � a� N O � � 00 � N t9 O r r aJ N r I� (fl cQ U? N 00 0 CO DO Ltil t� 00 r I� 00 coOo 6i of 6i O'9 6i m a7 CO of 6i 6i a ui (o r- cp ,� N ri r rri r Iri r d r cri r ,ri r Sri r cci r co r co r r r r r r r r r r r r �r r � r '� r ''� r rr rr rr rr r r r r r r r r r r r r r r r r r r r r r r r rr rr r r rr r � r d d d rt d �rj `ram � d `r `ram `r d � � d d c} d r r d r r r v I d �r I- � a- � I- � � � �. r �. mot- � �r ,�• .�. �• �- � �- � � �- d- 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 1 20+00 21 +00 PHASE 1 PHASE 3 + 21 - IiOi�IZ, SCALE: "-50' VEST. "-5' 1 i HIGH POINT ELEV = 479.69 HIGH POINT STA = 26+00 HIGH POINT ELEV = 479.31 PVI STA = 26+00 HIGH POINT STA = 39+50 PVI ELEV = 479.88 LOW, POINT ELEV = 474.81 PVI STA = 39+50 A.D. _ -1.50 LOW POINT STA = 33+00 PVI ELEV = 479.50 K = 66.67 PVI STA = 33+00 A.D. _ -1.50 PVI ELEV = 474.63 K = 66.67 100.00, VC A.D. 1.50 I 1 K = 66.67 100.00' vc 0 0 0 0 + Oi + of I 100,00' VC I 00 00 .V N N + as + O o O O O M � dr 0i Lil to W + 6 tt) O w > > > > P7 d r7 � 0 W 0 W m m W w P+) � > > W W U� W m m m m > > W W FIRE HYD13 RANT B �- -0.75% (TYPICAL); -0.1 0.75% 75% i g co ;r a ------------ w R 92' 6 PERF. 92' 6"' PERF. lr HDPE at 0.0% HDPE at 0.0% - - - - - - - - - - - -_ - -_ - - E - - - - - p - - - - p w SEE INF. TRENCH DETAIL w. DRYWELLS 23 and 24 w DRYWELLS 21 and 22 STA 29+00 'is"0 VALVE U Z STA 224-50 7 �� U RIM ELEV 477.3 ;(TYPICAL) Z RIM ELEV 477.00 Q U DRYWELLLJ 31 and 32 d DRYWELLS 25 and 26 27 and 28 DRYWELLS 29 and 30 � STA 36+50 STA 32+00 DRY4VELLS STA 34+00 RIM ELEV 477.00 RIM': ELEV 475.12 STA 33+00 RIM; ELEV 475.12 RIM 470.72 RIM ELEV 474.561 RIM' ELEV 470.72 RIM !ELEV 470.72' to r O N L0 r O N tf) r O p0 7 ^ O � � � N) � O � O � u7N 0 � 0 C. n Cn � � � � � ter Or 0) r 00 O r 00 N N co O ® O tom) r r c0 d r r t"0 O (D DO CO r r 00 p Ca L0 N O r to N 7 Q r7 N c0 d- 6� r N N 00 N to o r- r M Ca Q 00 c0 iD t0 r i\ Q O CO O O 00 O O O O O O O ®j O �j Cq CO c0 00 r r r r r rLrid r- � g dr 00 aD 00 CO 0) � � � aD � 0 � CD � � cr � r � 00 of � � Sao 00 00r � (� 0o � � � ¢ � r r r r � rdt d � d � d � d r � "It + � �r d ¢ `ram �r � �r d �r ¢ d 9 r r r r r r r r d er =r 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 m35+00 36+00 37+00 38+00 39+00 40+00 ... s� PHASE e� � PEAs.7E ra(.,.+ 1 �" ,® IIORI�. SCE: 1"=50' VENT. SCALE 1„=5' R STATE D1LS DISTRI-IKCT T �7R.0T.T StS FALLS D�5TRIC� LP Af 111rffit abee2 for approved date Ann » '•F a DA E REVISIONS DATE ` 0`� NEyy Nace Engineering, PC �� i ue PU 4V s3.rw W. N Civil Engineers f> - ' Miller Associates Town of Queensbury, County of Warren, NY I _ I s LANDSCAPE A,RCNlTECTS -- � c f VanDusen & Steves, Land Surveyors, LLC ROAD PROFILES r,, lo� {ti �6A �fl 555A y�� Land Surve,+�rs 35 C7ester 958,t, Glens Falls, 35 12801 1-- j Date: Aug. 27, 2001 SCALE AS NOTED SheetP2-6 1 4 ( i8) 792 4958, Fax (518) 792-8811 r,ii I I � C3 t -- HIGH POINT ELEV = 476.07 HIGH POINT STA = 49+18.00 LOW POINT ELEV = 474.44 PVI STA = 49+13.00 LOW POINT STA = 46+50 PVI ELEV = 476.26 PVI STA = 46+50 A.D. _ -1.50 chn HIGH POINT ELEV = 477.79 PVI ELEV = 474.25 K = 66.67 HIGH POINT STA = 3+57.74 A.D. = 1.50 PVI STA = 3+57.74 K = 66.67 1 100,00, Vc I > N PVI ELEV = 478.04 I w u A.D. _ -2.00 100.00, vc Qo o I + W to K = 50.00 0) N cD O N + r- + H J dh I 1011.OT)' VC I O O O (0 m d• 0) fn Elf > m + + d d h Li > p cn U w + II > Q w N d d o U r w LL- h h Sf W vi w Gi w > m > w `o w i i o h ho 1 } + h m m w w m w I n w Q - FIRE: HYDRANT Q "}" p LJ �j N -0.757 (TYPICAL) O h 0) II U j + r + m m w w 04 II O Q 0.75% h FIRE HYDRANT `-0.759; FQ-. (n Q (TYPICAL) Ha- I� N s at 0 WA TER Marty - - -- - - 1.z W 00% J W 2.®O z _ C/) ILL 9 < U 'DRYWELLS 33 and 34 LL STA 43+50 DRYWELLS 35 and 36 g WATER MAIN 8"0 VALVE RIM ELEV 476.75 STA�46+5Q 7 and 38 (TYPICAL) STA 45+50 RIM ELEV 474.75 RIM ELEV 474.19 INV ELEV 470.35 INV ELEV 470.35 1 DATUM ELEV 465 h0h�0. h � h N� . 00 ON � C) h d to O) h f Q Cn O C � ® op hd d h Mc3 N00 h co 0) o 03 c0 � 00U ap O N) N) Sl nt mh d (0 h 00 00 h et ha d c U) CID co c0 h Oc h h Q hd �F ¢ h h 06OJ � N N 0 O � h oQt)) hr Oah3 h(6h h hh h h h hhd It �' rr- 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51 +00 0+00 1+00 2+00 31-00 4+00 5+00 9 .1 A A m HORIZ. SCALE: 1"=50' VERT. SCALE 1"=5' � PHASE 1 PHASE 2 PHASE HORIZ. SCALE: 1"=50' VERT. Sc 1"=5' LOW POINT ELEV = 474.50 HIGH POINT ELEV = 476.27 LOW POINT STA = 1+14.75 HIGH POINT STA = 4+00 PVI STA = 1+14.75 PVI STA = 4+00 P1l ELEV 474.32 PVI ELEV = 476.45 Uj 04 z = A.D. _ -1.50 0� CC) 0 A.D. = 1.50 K = 66.67 ¢ J K = 66.67 z o h i I > X 4- a I 100,00, vc 1 100.00, vc J U- h -� > li w cr > U N mp N Ww Z JX O Q O 0CY)Li Q oU- + X I o � � + w z O h to rl+ C7 L�J U7 00 00 O = U ® W U 1 U U LIJm m Li W (n + Ill N � m m W > `C Q Q w En i! ¢ it Z FIRE HYDRANT W (TYPICAL) it II EXISTING ROAD TO REMAIN -0.75q 0,75% 0.75 ; 154% I' 00`�0 -2.0, - I ; I , I EXISTING DRYV'FELLS MAIN I iO REMAIN t 9 DRYWELLS 39, 40 and 41 CONNECT TO EXISTING STA; 1+14.7$ 8110 VALVELJ WATER MAIN DW 41 OFFSET 20' LEFT ; (TYPICAL) RIMELEV 474.25, - 39 & 40) DATUM ELEV RIM ELEV 473.75 - �41) 465 DATUjV ELEV co LO r; Cq Cqa7 47 � � O h � O � � O OO 00 InN � O U) O � � OU h00 COQ hn 1' (6 1' 6 1' U) •(� 1: � N CIDd' .� d' � d- h� � � �• h �. h ¢ h � h � h hh hh h � ¢ 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PHASE 1 1 � ' ►J U ItT PHAr.7EHORIZ. .SCALE: 1"=50' VERT. ,SCALE 1"=5' O 50 _ 100 150 GIMJS FALLS DISTRICT fQv tP$ fil-19t ablea1; a°OS` S9'^.IS"J'/s?� d9ba 3 HORIZ. SCALE: �."=50' je'ERT. SCALE 1"=�J' DATE REVISIONS DATE OF ;\jE k yc N"ace E naineerina' , PC civil Engineers -- Indian Ridge PUV Miller Associates � n �; 11 !' �� 4'I LAAJGSC4Pc A7C1i Tc C7j Town of Queensbury, County of Warren, NY v VanDusen & Steves, Land. Surveyors LLO of •• ' - 4 Land Surverors 4 r; i I 1 • C J \\< , '. Ss, ' wi ROAD PROFILES - 37 Chester S -eet, Glens Falls, NY 12301 I $ (b18) 7a2 4958, Fax (Sio} 792-8511 Date: Aua. 27, 2001 SCALE: AN NOTED Sleet i'2-7 WING TRAVEL LANE 'O'-O' O.G. MAX. SCALE ASPHALT ROADWAY 3G' FENCE POST DRIVEN MINIMUM 1G' N INTO GROUND SILT STOP COMPAGT BAGKFlLL IN EMBED IN GROUND 12' LIFTS TO 95T. PROCTOR I a, MIN. DENSITY FILTER FABRIC .. . . ...... ... #2 CRUSHED STON I SOIL BAGKFlLL - N Oyu PERFORATED PIPE STORM SEWER �� PERSPECTIVE SEE PLAN FOR 512E 50'-0' RIGHT OF WAY 3G' FENCE POST. 10' oc MAX INFILTRATION TRENCH DRIVEN 1G' MIN INTO GROUND O NOT TO SCALE 2'-0" 24'-0' TRAVEL LANE 2'-0' 11"-O' `\I SILT STOP FABRIC FLOI.y '� EMBED G' MIN IN BROUND 10" UTIL. EASEMENT ' 3 1/2' ASPHALT CONCRETE 4'-O' 6"-O' — — -- — -2' COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 UNDISTURBED GROUND 5'-0' -1 1/Z' COMPACTED TOP NYSDOT ITEM 403AG TYPE G MAX. ALLOWABLE G' TYP. GRAD SEDIMENT CONTROL FENCE SLOPE CIO. NOT TO SCALE 1/� 4' /FT _ 1/_ 4 /FT. MIN. ALLOWABLE SLOPE C2%) ELECT.. GABLE TV TELEPHONE + GAS 000 p 1 GRADE AT UNPAVED s 00 AREAS RESTORE TURF v DRYWELL - LOCATIONS 1 INDIVIDUAL DRIVEWAYS SMALL BE ITIi_� EVATION I icy COMPACTED SUBBASE A5 SHOWN CE DETAIL) ` AT TOP OF WING. IN OGRADED TO MEET M'CASE ENT LSMALL —1I I—I: =1I _ —i PAVED W NG DRIVEWAYS SECTION OF PAVEME O CUT OUT 1 11 l l WING-TYPE SWALE BASE COURSE - MINIMUM DEPTH 12' NY5D0T ITEM 304.05 STORM DRAIN PIPE TYPE 4 TO BE COMPACTED IN TWO LIFTS AS SHOWN ON THE PLANS n C SWALE _- WATER MAIN _ TYPICAL ROAD SECTION ❑ ❑ MAC1HE BAGKFlLL W/ NOT TO SCALE NATIVE MATERIAL COMPACT LE ❑ ❑ EXCAVATE TRENCH WIDTM IN 1'-0' UFTS MINIMUM WIDTH EQUAL C4' MAX. SIZE) TO PIPE PLUS 2.0 FT. TO 95Z MODIFIED o PLAN PROGTOR q SWALE C2� 2'x2°x3' STAKES - SELECT GRANULAR MATERIAL C10OZ / PASSING T 18' ABOVE PIPE. OVERLAP ENDS EACH BALE/ HAND BAGKFKFlLL. 6' LIFT. BALED HAY OR STRAW SMOOTH INTERIOR WALL HDPE BEDDING G' DEPTH. FINISHED GRADE MANGOR MI-Q OR EQUAL SAND. GRAVEL OR CRUSHED STONE CTO 1-1/2') _ STORM PIPE DETAIL SQ'-O" RIGHT OF WAY —i • '— — — ;I NOT TO SCALE SECTION 11'-O" 24'-0" TRAVEL LANE t NAY BALE DAM -- CHANNEL FLOW 31/2" ASPHALT CONCRETE NOT TO SCALE -2- COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 -1 1/2" COMPACTED TOP NY500TITEM 403AG TYPE G 8.-0" 3 / G" TYP. B 11 12 12 1 1/4" /FT. 1/4" /FT. 1 11 S EROSION + SEDIMENT CONTROL NOTES HEAVY DUTY PRECAST COVER w/ECCENTRIC HOLE. USE ROTATION OF COVER TO ADJUST 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE 15 INITIATED. AND DURING CL OF GRATE V TO MATCH (� OF WING SWALE. EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM on SIDE OF ROAD ADJACENT TO WATER MAN PROVIDE SLT FENCE AROUND CATCH BASIN BASE COURSE - MINIMUM DEPTH (1 F�'CGENTRIG CQy R TO�„Qr n2YW'cl! A� AND FILTER FABRIC UNDER COVER 12"' NYSDOT ITEM 304.05 SWALES AND DITCHES AND AS INDICATED ON THE PLAN. FAR AWAY FROM WA ET E MAIN AS PRACTCAL UNTIL PAVEMENT 15 PLACED AND GROUNDCOVER PAVED WING-TYPE SWALE COMPACTED SUBBASE TYPE 4 TO BE COMPACTED IN TWO LIFTS 2. SEDIMENT TRAPS SMALL CONSIST OF MAY BALES PLACED TO FORM A -COVER + DRYWELL RATED FOR M-20 LOADING HAS BEEN ESTABLISHED IN R.O.W. PERVIOUS BARRIER IN THE SWALE OR DITCH. HEAVY DUTY MANHOLE FRAME + GRATE 3. AT LEAST TWO WODDEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE QUEENSBURY WING STD. BY LAPAN FOUNDRY TO ANCHOR IT IN PLACE, CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU TYPICAL AT FILL SECTION TYPICAL AT CUT SECT ON OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. MAX, G' BRICK + 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR MORTAR ADJUSTMENT CLOGGING. AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. WING SWALE BAGKFlLL WITH NATIVE 5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS 15 i P0551BLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SMALL BE SOIL + TOPSOIL TYPICAL ROAD SECTION IN CUT FILL OVER 3 FEET SEEDED AND MULCHED BY OC T OBER 1st. tEMPORARY RAPID GROWTH COVER BASE COURSE CROP55. SUCH AS ANNUAL PYEGRA55 MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. NOT TO SCALE G. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT o 0 0 TRAPS. SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER o o �O 00 o GRA55E5. OR WHERE FILL AREAS ARE EXTENSIVE. e' DIA PRECAST 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING CONCRETE DRYWELL OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2Z. ALL SWALES AND FORT MILLER OR g• plA_ E UNLINED DITCHES SHALL BE SEEDED WITH REED-GANARY GRASS FOR FOURC4) EQUIVALENT FEET EITHER SIDE OF THE SWALE OR DITCH GENTERLINE. AT A RATE OF 25 G" 0 PERFORATED PIPE IN POUNDS per ACRE AFTER DUNE. ALL 5EEDED AREAS SHALL BE MULCHED WITH INFILTRATION TRENGM CSEE DETAIL) STRAW IMMEDIATELY. p AT LOCATIONS AND TO GRADES 8. THE CONTRACTOR SMALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN 1 A5 SHOWN ON THE ROAD PROFILE. O EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF LINE EXCAVATION WITH1 � FILTER FABRIC BEFORE THE 501L AND WATER CONSERVATION SOCIETY. PLACING STONE 8" EQUALIZATION PIPE TO ADJACENT DRYWELL � Q O O` TO BE SET LEVEL "Irjon O 0 STONE FILL SMALL CONFORM TO VATZ MART , Op PRECAST CONCRETE FOOTING 10, DIA NY5DOT STANDARD SPEC. SEGTION w � P g R 703-02. COURSE AGGREGATE TYPE 3 GLENAL DISTRICT COMPACT IN 8' LIFTS tO firSt Sbeat for aD;Droved dote and .c�cr�,�+.�:it*ro• E DRYWELL DETAIL J NOT TO 50ALf N0. REVISIONS DATE 0f NEt, Nace Engineering PC ll _ � ' Indian Ridge P U D A$ W �^ Civil Engineer Millet Associates Town of Queensbury, County of Warren, NY ro �... _ •a� VanDusen & Steves, Land Survevors, LLC DETAILS Lund Su;re�rs i � >s+ 37 C,este^ Siree:, Glans Fclis, fv" 12801 (518) 792-4958, Fox (518) 792 8511 I DATE: Aug. 27 2001 SCALE' NONE SHEET P2-8 >+ CONCRETE _,.�` �•" l-2' WOOD BLOCK y��y I ( .,,� HORIZONTAL FITTINGS � BARRIER MATERIALII I I - �,'•�� ,-1 �:`; 18' MAX. I ...� . ...{, i ,- � BEARING AREA (SO. FT.) PIPE TEES, PLUGS, < MN. CYL _SI.OF'E » - �� SIZE 45' OR l I) 90^ BEND CAPS AND nU O�'pOp ..- OOtJ✓r� O/ CONCRETE ..',, ' . 4I jl (INCHES) SMALLER HYDRANTS J / LLLWWW W i L u oQ7�00C. a AND 3 5.5 h gCO? \- LEVEL TRENCH BOTTOM 4' PERFORATED PVC LATERAL, / BEARNG ARIA / SMALLER SLOPE 1/16'-1/.32' PER FT. ON UND157URBED - BEARING J L`LQ? -m ( I AREA BEARING AREA \ 1. END OF ALL DISTRIBUTOR Fr-, 5i•AIS7 BE `-CONCRETE PLUGGED UNLE55 INTERCONNECTED. NOTES+ GARAGE 2. ALL LATERALS TO BE OF EQUAL LENGTH. p THIS SCHEDULE IS BASED ON ZOO P54G HOUSE BEND DEAD END TEE INTERNAL PRE55URE AND A SOIL BEARING GAPAGITY OF 2000 P5F STANDARD ABSORP 1 ION TRENCH PROFILE NOT TO %ALE CONCRETE SHALL CONFORM TO THE N ! 1 REQLIREMENTS OF SECTION BOO Of NYSDOT PGfGATONS, TYPIGAL T1tRUST BLOCK DETAILS AND SHALL BE CLA55B � NOTES: NOT TO SCALE 2'-O" 4'-O" 2'-0" MIN. TIGHT JOINT 4" PIPE 10'-O' 157. MAXIMUM ON SLOPE OF 1/4" /FT. 1. TILE FIELD TO BE 100' OR MORE FROM ANY GROSS SLOPE 20'-D" FROM BASEMENT WALL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' �A�ACF��ST(N OVERFILL TO ALLOW ON SLOPED SITES I TIGHT JOINT A" PIKE MIN. OR MORE FROM ANY WATER LINE UNDER PRESSURE, fff- FOR 5ETTELMENT ON SLOPE OF 1/8" /FL SEPTIC TANK SEE NOTE 5 1. WATER MAINS SHALL. BE WATER TESTED AT 1.5 TIMES DESIGN I 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION WORKING PRESSURE. FOR A MMM M PERIOD Or 4 HOURS. BOX, USE DUCTILE WITH CAST IRON PIPE, OP. LEAKAGE 5HALL NOT EXCEED THE LIMITS SET BY AWWA GGOO. SCHEDULE 40 PVC WITH CEMENTED JOINTS. WATER MAN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE DC" STANDARDS PRIOR TO PRESSURE TESTING. z x� 6"' - 12" EARTH UNTREATED BUILDING PAPER. TILE FIELD OR GEOTEXTILE. DISTRIBUTION BOX GRADE 1/8" /FT. I 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. ' 4' PERFORATED I (SEE NOTE 4) g F p 2" MIN.j LATERAL 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL WITH CONTOUR LINES. Or I �Iz �oo no gZ° 18" MIN. 10' MIN. _ 0 3/4' TO 1 1/2' ..�---- DISTRIBUTION PIPE PROPERTY i > �� WASHED CRUSHED STONE SEE NOTE 5 LINE 5. FOR RAISED ABSORPTION TRENCH SYSTEMS w G'-0- 10' MIN. HORIZONTAL SEPARATION DISTANCES SHALL BE J 24" MIN SEE NOTE 5 MEASURED FROM THE EDGE OF THE FILL. NDWATER EXIST. GROUND Q MAXIMUM HI RVIOUSMISOIL ORGH UBE ROCK SEWAGE DISPOSAL LAYOUT FINISHED GRADE ACGE55 PLUG D STANDARD A55ORPTION TRENCH SEGTION NOT TO SCALE I" ASS WTH PAVEMENT ADJU5TABLE NOT TO SCALE VALVE BOX - - ,;,,,, 1, WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD VARIES O TOP CASTING BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH C4' MAX.> M.J. GATE VALVE G.P.D. (SEE NOTE GAL.) SURFACE 4� SURFACE AREAS.F.) 1-5 PERCOLATION 8RATE156It 6U?0)21-30 SERVICE BOX CORPORATION STOP O NOTE: 2 260 1000 27 108 130 145 162 186 217 �q CURB STOP DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABSORPTION 3 390 1000 27 162 195 217 244 279 325 WATER UNE TRENCHES AND GRAVELLE55 INFILTRATOR CHAMBER TRENC/HE5. EITHER SYSTEM 4 520 1250 34 216 250 290 325 372 433 / TO HOUSE � I MAY BE USED FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS SUBDIVISION. 5 650 lsoo 40 270 325 360 406 464 542 EXISTING MAIN 6 730 1750 47 325 390 433 488 1 557 650 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE NEW TAPPING SLEEVE WATER MAIN TYPE K COPPER TUBING SOLID OONC. BLOCK NOTES. CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN 3/4' FOR SERVICE LESS THAN OR EQUAL TO 100' OR GJ. FOOT FEGE SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. V FOR SERVICE OVER 100' AS REQUIRED 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. GONNI=GTION TO EXISTING WATER MAIN 3. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE NOT TO SCALE pp y. y z-a• a_w r-m 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 GU\B STOP WITI i BOIL SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. 15Z MAXIMUM 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FT. NOT TO SCALE ON SLOPED SITES OFORNSETTELtENTLL TO W SEWAGE DISPOSAL SYSTEM SIZING EAR' THE SEPTIC SYSTEM DESIGN FOR ALL LOTS IN PHASE 1. 2 + 3 OF EXIST. GROUND INFILTRATOR CHAMBER SYSTEM 1 �� THE INDiAN RIDGE SUBDIVISION IS TO BE BASED UPON A PERGOLATlON EQUALIZER 24 OR EQUIVALENT. RATE OF 1-5 MINUTES PER INCH AND A 10+ i OOT DEPTH OF USEABLE SOIL. f „^, �- ADJUSTABLE VALVE BOX -L- z PROVIDE SOLID CONCRETE BLOCK SPLASH PAD UNDER d INLET PIPE OF EACH TRENCH N GATE VALVE WITH MAXIMUM BEA50NAL HIGH C - NON-RI5NG STEM GROUNDWATER ELEVATION INFILTRATOR ABSORPTION TRENCH SECTION RECOMMEND ALL ACCESS N.T.S. + G A9ED T OPEC UPIGS MARKER 7ABOVE SALLNE APPROXIMATE BE RAISED TO E BELOW FINISH GRADE FINISH GRADE. BURRED COVERS RECOMMENDED. _ INLET BAFFLE 12' MN. COVER OVER FINISHED GRADE ALL STRUCTURES NOT& VALVE SOX IS NOT TO REST ON , _ -I _I - I I- -' VALVE OR PIPE LINE. _, L I- , EQ �STRtBLR10N BOX 19" MAX = - - 3, BY AL MILLER OR I 1=1 1-III-III=1 -V- MIN. LOPE t LIQUID LEVEL �. VALVE INSTALLATION DETAIL _ 1/4' PER FOOT INFILTRATOR CHAMBERS SLOPE - - 1/8' PER FOOT I o$o u�'oo NOT TO SCALE Oro i7 NI a ° ALL CUTLET INVERTS °o°o`'Woo o° TO BE SET AT SEPT!G TANK-� v n OIO ° PEA EXACTLY THE SAME BOTTOM OF TRENGI TO BE LEVEL BY FORT MILLER v n I A� GRAVEL ELEVATION. BOTTOM OF TRENCH OR EQUAL ",LL, INLET + OUTLET =_ D15TRIBUTION BOX CUBE OF SPEED LEVELER5 NOTES, 4 o BAFFLES w w NOT TO SCALE ENCOLdRAGEDD 1. BOTH ENDS Of INFILTRATOR CHAMBERS MUST BE SEPTIC TANKS WITH JOINT BELOW _ ca CO) GAPPED WITH END PLATES SECURED TO CHAMBERS THE LIQUID LEVEL MUST BE TESTED J 2. ALL LATERALS TO BE OF EQUAL LENGTH. FOR EXFLTRATION PRIOR 70 ACCEPTANCE mV E 00 INSTALLATION OF DISPOSAL FIELDS BY THE LOCAL CODE ENFORCEMENT OFFICER 0 0 0 00 O 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, INFILTRATOR ABSORPTION TRENCH PROFILE ^� O AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND - =� ASTM F481-75 INSTALLATION OF THERMOPLASTIC PIPE AND 'V T 5 MINIMUM Zx WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. MAXMUM 4x WIDTH 2. NO HEAVY EQUIPMENT SHALL 8E ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, GRADE AT UNPAVED �p_o• 3•_0• vueiEs THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED I O 00000 AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN PROVIDE 3' AREAS RESTORE TIFF O SAND 00 SMEARED SECTIONS OF TRENCH. OR-- 7�Cp - - NEW HYDRANT ASSEMBLY I{ PEA GRAVEL UNDER TANK SEPTIC TANK 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED PER QUEEN55URY WATER BUILDING PAPER OR STRAW SHALL BE AS SHOWN, .AND CARE SHALL NOT TO SCALE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS A, DEPARTMENT STANDARD. OTHER WASTE MATERIAL IN THE STONE AND PIPE. III -III y� 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE • . II'- SEPTIC, TANKS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT j FINISH GRADE 6„ CONTINUOUS GRADES WITHOUT SAGS. HUMPS, SEPARATED JOINTS STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE I� OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID `1 UNITS SHALL BY FORTMILLER OR EQUIVALENT. THE NEW YORK WITH THE HOLES DOWN IN ALL CASES. mm '- = 1 6. ALL DISPOSAL FIEL05 SHALL 6E GRADED TO SHED RAINFALL AND TO DIVERT SURFA VALVE BOX �. CE RUNOFF FROM ADJACENT AREAS AWAY 2. ALL STRUCTJRES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED -� MACHINE BACKFLL W/ -� NATIVE MATERIAL HYDRANT DRIP -� COMPACT PLUG WMER£ SEASONAL ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS UNDER PAVEMENT. EXCAVATE TRENCH WIDTH N V-O' LIFTS HIGH GROUNDWATER �S2 CRUSHED STONE NSEPTICECESSARY S ACHIEVE A STABLE FOUNDATION. EXCAVATE WIDTH EQUAL C4' MAX. 5I~'E� I5 WITHIN 7' OF 5LRFACE 3. CONSTRUCTION TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY TO PIPE PLUS EQUAL. L. TO MAX 50:3 6' M.J. GATE VALVE-IRS 5•-6' MIN. COVER CONSTRUCTION DESIGNED FOR hi-20 WHEEL LOADING. C O PROCTOR I 4. DUAL COMPAPTMENT TANKS OP. TWO TANKS IN SERIES ARE REQUIRED o FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. 0 W TER MAIN 5. .ALL JOINTS MUST BE SEALED. N iP M.J. TEE D 00 00 GO �•� 5ELEGT GRANULAR MATERIAL CS00% PASSING 2.) 'TO 15' ABOVE PIPE. aw HAND BAGKFILi.. a LDFT. ' :. O GUO C 't < °}Ns `D ..s1A,'S`�'f.�..1'`1'C 0T LT '. a o Go o vziSSRXu`T v� Q� ,, p sx�:.k' BEDDING G' DEPTH. Y clued �>3��° PIPE SAND, GRAVEL OR "=` CRUSHED STONE tT0 1-1/2'D / LCONCRETE BLOCKING IN 0. RE`JISIONS DATE s POURED AGANST 1� r 7�r ' I. AT CONCRETE WALKS AND GUR85. SAWGUT M.J. MORIN RING COUPLINGSRRO UNDISTURBED EARTH OF N� N r`i. ce Engineering, d" CIndian 7#�� gg�) ;. j AND ANGHORNG PIPE - OR RODDING +s' - EDGES AND REPLACE TO MATCH EXISTNG. =L, D'r Crvd E^?ineers L Miller Associates Town of Queensb�arv, County of Warren, NY PIPE EXCAVATION �- BAGI<r ILL DETAIL-_ TYPIGAL I HYDRANT INSTALLATION `� � °� A� 'T_ ;S 1 NOT TO SCALE NOT TO SCALE 'a Q�r �1 aSlDusen & Steyes, Land Sur e?OTS, L� � I 1D TAILS \Z4 � a 5a1E9 k� z S •va,,.s [§ elf 0L t , Chsts StreeL, Gers Palls K 12801 , 1,,131 7?2 g958, FaY (518) 851' - DATE: Au. 27, 2001 SCALE. NONE STd$E i P2-9 > o op # 2 v , IA`vD CONSERVATION 470 NE W HYDRANT A55E`15 Y RANT r FOX FARMROAD IN _ - EXISTINGp6 \ w/ 6' TEE .. 7 DUCTILE IRON , t ��, _._. ._ . _ � !` ,,:, _ _ A _ v - - _ �_ 6 Xez REIN JOEF -- - WATER MAIN - : \ , . - : „ . i, . J \ , ;- _ _ , ! G.E.A--------------------- • LI t i , V 41I' � /� '` F 3$ 3e i ® ! t3 ! - d' _ ' e / t , ` sr —' TOf ` \\v \\ \" 1 32 t1.O.A. LOT HYDRANT �\` \`' %' \ \ IN55MWLY W--------®—W PHASE yg p �v 3 a37 1W l - — - 'w / r`' \\ un 4: 1 \ - \\ \ /- D`•4' ._ <? �— `;' W--...__�- r TEMPORARYGRAVEL TURNROUND 42 38e _ - \ 1.4is J/ -' -:_I 48 f'' .p � � � � _� FUTURE XTENSION- ,ice i —T 39 - e�� ENS OF PAVEMENT ? \�4-_l6'' , J \ 1 45 STATE of NEW YORK "r, \\ \ _. __ : 1 NO CLEAR ZONE-- Z f : f / \ — r ALONG REAR LOT LINES v END z it r TEMPORARY GRAVELif I --r-- TURN-A-ROUND - •_j No t � CLEAR ZONE i FUTURE-EXTENSION m _ r'n `:s'\ .; "';V ;:. / /. \/` \ / PHASE NO CLEAR AREA + I i a ( —i i if if if ip r ` NEW HYDRANT -__ c" R if , .01 ob _ - N \ ti\ \ \ st 2 ' 8 a3 7' L 30 ft IMDE r , NO CLEAR ZONE \ ALONG REAR LOT,.LINESpt! ,. _ 651, REDUCER : . `., \ \ \ I \ /! \X iif CONNECT TO EXIST. MAGI a > > I - W/ TAPPINGSLEVE d VALVE \X PROPOSED -- SEE DETAIL PROPaSED WATER LINE \ � \ EXISTING 6" Cflbi�'SiJNITY SERVICE - - - - MAINTENANCE EASEMENT DUCTILE IRON \ - WATER MAIN \ \ ' .0 .\ � \ \ t ` s , \ \ a it EXISTING 6 ifi DUCTILE IRON \ ` = _ > WATER MAIN \ \\ / NO CLEAR ZONE \ > No CL£AR zoNE \ ` \ ALONG REAR LOT LINESni �. - to ` - PROPOSED ' SENIOR HOUSING ED # s \ \ \ ii, 7>61 vto 1, \ \ \ z 3:` IL LEGEND JULY 95 TEST PIT BY MANE AWTNU td� JULY 95 PERG TEST BY VANDUSEN + STEVES — - This plan has been updated to include field changes i noted by the contractor and/or observed by the engineer ® MARCH 89 TEST PIT/PERG TEST g p BY MARSHALL during intermittent inspections. It is not warranted 4e>.: to include all field changes made during construction. � oz�ss�oei ` I- ® MAY 88 TEST PIT BY MAINS —_ 0 50 100 150 pd NEW FIRE HYDRANT / VALVE ASSEMBLY o PROPOSED - — — ®y_ NEW 8' GLDIP WATER MAIN SENIOR HOUSINJ,1A ' jR,111_ I �� T T { �' INS 7ATTS DISTRICT -A---- NEW 8• WATER MAIN VALVE TOWS TO ?00 abent for ap7`*^oved date and ga_C"00- � —w— EXISTING 6• WATER MAIN No.I REMSIONS DATE In - Nace E' naineerina PCB �_ 1 REVISED WATER ADD TURN-A FIOUNDS 4/3/00 �� i1C � LJ Y.J PROPOSED INDIVIDUAL SUBSURFACE r N' 21 Doh & TOWN COMMENTS S/ /CIO � }� i �J - SEWAGE DISPOSAL SYSTEM EXISTING , L! SOLOMON HEIGHTS Miller Associates � w.a;ER MAIN s-aulL- 9/7,roo Town of Queensbury, County- of Warren, N'Y ; 50i SET-ASIDE AREA FOR SEPTIGF; -1� NATIONAL CHURCH RESIDENCE r �i SYSTEM EXPANSION/REPLACEMENT SENOR APARTMENTS V anDusen & Steves, Land Suruevors, LLC .r •. \ V Laid Surveyors PHASE 1 — UTILITY 1112N 14 23 � 37 C^s;:. Street, Glens Falls, NY 12301 _ _ _ .^:. 1 INCH -- 5C ET '. (510 702-4958 Fax (510 792—S&I � � Date: January 26, 27,'� S' FEE � 'Sheet P1--4 AS-BUILT ---- ---- --— --- ------ — - ---- : — - i i ( 9 I 1 ` i a2 £. \\ Y } 7 � Y fi MN ` �� --..— z. LAND CONSERVATION / --- -__ j. \ 01 `Nj C, r' 11 Z' II �II\Ii - ) 2 .'� *. # 6 1 // `" I �- �. __ _ " Y - �. _ # 4 `�-�-___ / ] " / - i =' //J I ( it i., _ r- I ,-- - 1' \ j A " — \ / \ I IL�1 \ j 1 /I / [ / ,11 ' ,1 - -'\ \ I t t• I .NI ! \`\ - 11 IwlIt I i \ ! ` \ ry \ t r \ ,. `_ '_ / ! I \� \ \ \ \= 1 / % �'\ / \ TJNSURY SC��OOL , '; { 1 i I 1I I, 'z V A I �- /se,� c ." i' 6w // /r \ r H.O.A. LOT i,'� -'-' A \, � >j/ -� - , _ �� . v r / -'r �\ r , 7; , 1 b , ` t I .I A / �r y A '.�''� 1 v31 1 /�-�r- i 1 a �� - ,/ r r \ V A \\ i \ 1 \ —...' 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