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Maps DISTRIBUTION OF APPROVED SUBDIVISION MAPS (12 SETS TO BE SUBMITTED W/COUNTY STAMP] 2. Highway Department .\ 3. Water Department 4. Assessor's Department .,l �� 5. Building & Codes f 6. VanDusen & Steves �-- 7. Verizon- 314 Glen Street, OSP Design, Glens Falls, NY 12801 8. - National Grid— 1 Apollo Drive, Glens Falls, NY 12801. 9. Glens Falls Post Office— 16 Hudson Avenue, Glens Falls, NY 12801 10. Subdivision File 11. Bruce Frank (for SWPPP tracking) t:T 12. Fire Department (See Below): North Queensbury Fire Company 2663 State Route 9L;PO Box 61, QUEENSBURY Cleverdale, NY 12820 CLERK'S OFFICE Bay Ridge Fire Company 1080 Bay Road p Lake George, NY 12845 Queensbury Central Fire Company 17 Lafayette Street Queensbury, NY 12804 . West Glens Falls Fire Company 33 Luzerne Road MAR 0 S 2021 Queensbury, NY 12804 TOWN OF QUEEWSBURY PLANNING OFFICE Note: One extra set required if a variance was part ofproject -Ono IIDOCtME V4 OW-0-mb L ...... LOT NO.3 0 AREA 1.000 1ACRES LOT NO.4 fiol,151! AM 1.0001ACRES MOM 1.108*ACR AREA LOT NO.I 51TE---- L =No -wo LOT NO.6 r NO. LOT NO.5 ou ks Off i te 09120 ....... AREA 1.176*ACRES AREA-1.000*A AREA-1.000 SITE LO LOT NO. 16 c"-EJs L __j f; el-erk AREA 23261ACRES...... 10 I NO.7 Z.XNF AREA L740:LACRES j9RAFNNXN45 Y PLt :INING BOARD APPROVAL ------- F LOT 0 NO.1 F. AREA-:LOOO 1ACRES"Approved under authority of a resolution AREA 1.305*ACRES LOT NO. 8 adopted by the AREA-:L6U:kACRES Planning Board of the Town of Queensbury, LOT N it LOT NO.9 AREA-L048*ACRES New York. OT NO. 13 AREA LOOO 1ACRES _j il�'i . j AREA 1.0000CRES------ AREA-LOO1 EA-LO011ACRES.............om aid- At irperson. ERVIN AND ROSEMARY GAU 9 ERS WAY QUI=DRY NY 12904 RICHARD BULTMAN AND ARTHUR AND KATHRYN TROM TAX ID:315-06-1-15 GABRIELLE LAVOIE 3QUINCYLAHE 31 QUINCY LANE JEFFREY AND CHRISTOPHER QUEENSBURY NY 12904 QUEENSBURY NY 12804 CAPEZZLITI TAXID:315-10-1-1 ROIIERT AND DEBORAH BISHOP EDWIN AND JEANNEVALENTINE MATTHEW AND JOYCE SOKOL DAM AND ANTONELLA DAVID AND WENDY MPfERS MATTHEW AND LYNN SCHUETTE TAX V.315.10-1-8 7 QUINCY LANE I I QUINCY LA14E 15 QUINCY LANE MARGF40N 23 QUINCY LANE 27 QUINCY LANE 72 ITITUES WAY QUEENSBURY NY I28D4 QUEENSBURY NY 129D4 QUEINSBURY NY I 2904 QUEENSBURY NY 12804 19 QUINCY LANE QUFENSBURY NY 12804 QUEENSBURY NY t2904 TAX ID:31 .07-2-21 ROBERT AND HEATHER TAX ID:315.10-1-2 TAX tD:315.10-1-3 TAX TD:315.10-1-4 QUEENSBURY NY 12004 TAXID:315.tO-1-6 TAX K%315.10-1-7 MULHOLLAND 0- TAXID:315,10-1-5% 21 FOUNDERS WAY m ik, GERALD AND JANET CLEAR JOHN AND JANET I QUEENSBUFY NY 12804 3.5 QUINCY LANE TAX 10:31 S.W 1-7 QUEENSBURY NY 128D4 MURPHY 76 KETTLES WAY TAX tD,.315.10-1-9 HUDSON POff4TE QUEENSBURY NY 129D4 TAX 0:315.07-2-22 HOMEOWNERS.KATHRYN KENNAH QUINCY LANE PO BOX 526 GLENS FALLS NY PO BOX 4085 -f-f� JOHN AND AMY ZANGH 12BOI QUEENSSURY NY 12804 QUINCYLANE TAX ID:315.00-1-25 TAXID:315.OD-1-1 HUDSON POINTE QUEENSBURY NY 128D4 HOMEOWNERS C)TAX ID:315.10-1-18 PO BOX 526 OREM AND LEIGH GILLAM GLENS FALLS NY 6 QU44CY LANE Iml 0 QUEENSBURY NY 12804 BRIAN RUMRILL CARMEN LARBE RICHARD AND ERIN SMITH GREGORY AND KELLY MEADER MYLES DONNELLY AND TIMOTHY AND OKSANA SMITH TAX ID:315.OD-1-25 I 32OUINCYLANE ret'd .. .TAX ID.315.10-1-17 10QUINCYLANE 12 QUINCY LANE 16 QUINCY LANE 20 QUINCY LANE KIRSTEN JORDI QUEENSBURY NY 128D4 RY. HIGHWAY DEPARTMENT APPROVAL QUEENSBUiY 4Y 12904 QUEENSBURY NY 12904 QUEENSBURY MY 129D4 QUENSBURY N(120C S 24 QUINCY LANE, WILLIAM AND PATRICIA FOLTZ TAXID:315.10-1-10 (TIO TAX ID:315.10-1-16 TAX ID:315.10-1-15 TAX ID:315.10-144 TAX 10:315.10-1-13 QUEENSBURY NY 12804, 28 QUINCY LANE TAXID:31�.10-1-12 QUEENSSURY NY 128D4 TAX ID:315.10-1-11 Z UP DAIGLE GENERAL CONTRACTORS 0 17W04)f MON 58 JENKMVILUE ROAD QUEENSBURY NY 12804 These' plans ap ro V em d by: ROBERT AND NANCY WALKER 3 WEST MOUNTAIN ROAD TAXID:31SMI-11 IQ -ENSBURY NY 12KNI UE 0 TAXID:315irl-5 HUDSON POINTE HOMEOWNERS PO BOX 526 GLENS FALLS NY 12801 TAXID:315,00 Michael K. Travis -i 1p rintebdent Highm�ay !;t jm TER-DE-PARTMENT APPROVAL.. TOWN OF- QUEENSBURY�WA VIM MANS ME APPROM FM ND USA 8RENI AN TqOMAS�A DISTMUTIM TA 10:.31 CONMUCT*N OF"M WATER skjkH'k6Ab SYSTEM-A COPY MUST BE ON SITE DURING WILLIAM S.JOSLYN WNSTRUCTM WOW JASON AND ROBERT WALKER ANY CHANGES OR DEVIATIONS MUST BE. 76000R"HROAD QUEENSBURY NY I28D4 763 CORINTH ROAD APPROVED BY THE WATER DEPARTMENT. .��7�N TAX ID:315.OD-1-4 QUEENSBURY NY 12804-.315.OD-1-13 TAX 0 e ARTMENT OF PUBLIC WORKS REVIEW LETTER OF DESIGN REVIEW OR[to.0 ERIE BOULEVARD HYDROPOWER BY�T r4 HUDSON POINTE HOMEOWNERS 225 GREENFIELD PARKWAY 75 C A PO BOX 526 LIVERPOOL MY 13W TAXID:315DO-1-9.6 GLENS FALLS NY 12801 TAX 0:315j00-1-25 gn U HUD 044 P01 OE HLMNERS PO OX 526 -THIS PLAN HAS BEEN REVIEWED BY THE WARREN CO. D.P.W.AND A LETTER OF GLENS Fr .NY 12901'10 TAX Kk.I a.M 1-25 DESIGN ACCEPTABILITY WAS ISSUED ON FEB. 13, 2008. SAID LETTER DOES NOT 00' ADJOINER PLAN 7-t THE MICHAELS GROUP,LLC NEGATE THE FACT THAT A PERMIT IS REQUIRED FOR ALL PROPOSED CONSTRUCTION 10BLACKSMITHDRIVE HUDSON POINTE INC,WIT'IIN THE COUNTY R.O.W. SAID PERMIT SHALL BE OBTAINED BY AND ISSUED MALTA NY 12020 30D ERIE BOULEVARD WEST N.T.S.-1-20 SYRACUSE NY 132M 00 THE MICHAELS GROUP,LLC TAX ID:315XX) -1-9.4 TAX ID:315JO0 IN THE NAME OF THE SELECTED CONTRACTOR. KATHRYN KENNAH 10 BLACKSMITH DRIVE PO BOX"S MALTA NY 12D2D QUEENSIURY MY I28D4 TAXID:315DO-1-14 1AXtD:3I&00.I-I TABLE OF CONTENTS TOWN OF QUEENSBURY,SHEET -24 742 DAY ROAD CONDZ77ONS OFAPPROVAL-'OUEENSBURY NY 12" N.Y.S. DEPA R rMENT OF HEA L TH ITAX ID:315.00-1-24 1) THAT THE PROPOSED FACILITIES FOR WATEA SUPPLY AND SEWAGE COLLECTION ANDIOR EASTERN NY NE DIST. TREATMENT SHALL BE INSTALLED IN CONFORMITY WTTH SAID PLANS.793 CORINTH ROAD VAMP= 2) THAT NO LOT OR REMAINING LAND SHALL BE S66DIVIDED WITHOUT PLA".;FOR S'JC1 QUEENSBURY NY 12904 EASTERN NY,NE DIST. TAXID:315j00-T-22 a . 2 793 CORINTH ROAD RESUBDIVISION BEING SUBMI71TED TO AND APPROVED BY THE NEW YORK STAT QUEENS9URY NY 12804 EASTERN NY,NE DIST. DEPARTMENT OF HEALTH(NYSDO.H).TAX ID:315.00-1-21 793 CORINTH ROAD QUEENSBURY NY 12W4 TAX ID:31-5.00-1-29 3) THAT THE )t,,:f-OPER SHALL FURNISH EACH PURCHASER OF LOT ON WHICII WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES WERE INS --ED WITH A r.LPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE AS-BUILT PLAN LEPICTING All.�ij,_;,ALLED WWAM AND LEISA GRANT 4 790 CORINTH ROAD EASTERN W,NSE DIST. 0101111%. SANITARY 7ACILITIES.AD to low am"d QUENSBURY 14Y 12804 793 CORINTH RO QUEENSBURY NY 128D4 oft WIN m GOP"INN is TAXID:315.OD-1-3 4) THATTHE DEVELOPER S11�LL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE TAX ID:315.00-1-15 NO WATEI SUPPLY AND/C .SEWAGE TREATMENT FACILITIES INSTALLE WITH A dompt"m ftum Sam oREPRODUCTION OF THE %PPROVED PLANS AND SHALL NOTIFY THE PORCHASER OF TI IE 15mil G NECESSITY OF IPISTALU'.G SUCH FACILITIES IN AC DANCE WITH T JE APPROVED PLANS. THATTtESAI'll-TA, -NT SYST-_MS)ON THESE LO`�-_Lul RY Ft ZILITIES(I.E.SEWAGE TREAT!" 6 SHALL b'--:INS ECTED C; COMPLIANCE WITH T1 1E APPR, �D PLANS ATIHE TIME GF CONSTRUZ-7:_J BY A PA , R.A,,OP EXEMPT L.L.S.AND V,..TTEN CERTIFICATIC.j TO THAT '-:F.rECTSIIA'-L BE SUBMIItEDTOTHE NYSDOH ANOTHETOWN OFQULEN:�BLRYL3U1L:).N( -ODE ENFORCEMENT Or-.CER WITHIN 30 DAYS AND PRIOR TO OCCUPArICY.7 L6NGER SL _(S..'U..!AT INDIVIDUAL SE-AGE TREATMENT SYSTEMS!5HALL 11 A G USED FOR HOUSEHOLD DjmEb IC PURPOSES WHEN PU.11C FACILIT:�S BECOI:-RAGE SY' -D W.-Hie ,%VAILAl3L_.CONNECTION TO THE PUo_IC SV'r EM IS PrQLrT E NORTHEAST LAND SURVEY 8t YEAR OF T'.aE SYSTEM(S)BECOMING AVAILABLE.I ,151�01$ PIRF'Amp N P.C.LAND DEVELOPMENT CONSULTANTS r I 7) THE PLAN APPROVAL IS LIMITED TO 5 YEARS AND SHA&EX Z 1-3 :,;.S FOR PLAN LPC I . - I FXTENS APPROVAL MAYBE GRANTED BY THE NY5_�',h EASE PARADE GROUND MLLAGE L -VE-:-I IE14T FACTS AND THE REALTY SUBDIVISION REGULATIG 4S It' P.O. BOX 2140 717,IE. A NEW PLAN SUBMISSION MAY BE REQUIREr TO OBTA V A TIT EXTENS_A A X'X7 L%ND SURVEY &10 MALTA, N.Y. 12020 .CONSULTANTS, P.C. -1 CLER.::(518) 899-7339 WD.. GLEmFAM. 1_LY_ COMMUN111 X 8) THAT THE APPROVED PLANS MUST BE FILED WITH THE WA m V............. TOWN OF QUEENSBURr, COUN7Y OF WARREN PROLIECrft- 05-200 .- RAWNGiVo. 06-144 LE THAT ALL LOCAL AND STATE AGENCY RULES AND REGULI fl NS SHALL BE Cr SHEEr I OF If 10 SECT. 7208, PARAGRAPH N WITH. TATE EDUCATlON LAW. S'_ p" i it NO SAW I Y - - :,y. 41 - A SINGLE=FAMILY. CONIMUNIrn RENNAN . . ( y 4,_ 0;, K ESTATES' _ r 1 j f. ii�1-1.A " q 3 p IP \ LANDS N/F OF (, } 1.,1 .°1 �/ JOBN4ZANGHI NOTE: CARVED WOOD SIGN PANEL � 1- 411 1" IRF . 316a40.1-1e / AREA.: 20 Sq. Ft. , QUINCY LANE SUBDIVISION °w \\ ,�, ; �•� LANDS N/F OF 8 z4794-P>W4 y� THE MICHAELS GROUP„INC. PROPOSM Sr,2N Breman Estates W:odvIsion r, / LANDS NIF OF _ zt. L.P.DAIGIIE GENERAL CONTRACTORS 1 / \ LANDS NIF OF 8.1400,P.270- Q1 .., BRIAN RUMRILL a,1410,P.233 1 a 5.1af•te U I'R I I ^1 LANDS NIF OF "'. S74.03� " I CARMEN LABBE ceNc UpT. / °j ///j / �13 a+fs1 LANDS N/F OF ^� 1 „'E / S74°0342`E ""/ - r \\I( // I l I RICHARD SMITH 8 M/1(`y ERIN SMITH / ry •1>". J J I J// / / I j 8.W3,R2eo J / ANDS N/F OF .- / S74° r r J / / J I _ 315.10-1-14 EGORY MEADtR 8 / wi / LANDS NIF OF 0341 0 57,31 4 l I / l/// l CE°Tri D 'NON U�STURB KELLY MEPI�ER / J / . / \ I / 103.72' S73 4020"E ."✓ }"'r20'E I / / / ^Nf of r1 NC M LES DONNELLY A �� ' - 48.16• / S73 40'10 2< -�. /// / / 1 EGETAT/ON! E B(/FFE I / / B.t3sr,1�194 / / LANDS NIF OF I -p r \ / -_ / PRON/8/T - 315.JO-t T3 /I KIRST�N.IC•RDI I //// O - -2 ( 189,41' �. ,.RLA«�T z r / , / 1nr a g 413,P.12T I r ri/ / o tx ror��Mr s \ o --� f / S7�4Q2p' •� N r / / / / / /J1a.to t-n / ;)" RISC A PbLTz / // f/ / / / 9 +uooT. .Tv .. ,. oI- \ •f f O / �°? / //�/ / �-- '°°utu.caF' 1gb2 +.° - - - - f / , / � 8.141a:P.123 ////// / / �� LANDS N/F OF 1" IPF q. 4 ~- '•I \ / / /// 2 �,,, 8 / / / // l / / / TIMOTHY SMITH& v r. l l l / K3 /I// // ti / 573°9020"E+....."°� '� / // J7S tar-tt / ////I �`1 / ✓/' / r/ / /� OKSANA SMITH \ / , / / II o / k / 1 / / / / // s.i4at.P.11J / / J\ �, / �• 1 < 9.ARN rn / oo AREA- IPF LOOO tACRES , �. 227 /-- / /Zl//// �• / ! ' - LOT NO. 3 d 573-'"'c"- f / / 3ts.ral to l _ I q �` 1 I S. AREA DOA#ACRES (7� / /-"-'�,,+.. ,� / / AM( / - / /J// 764.75' / //// i/ / / / ,✓ / / / j1� ' I � / �� {I \ / / / �Irn / �DP�'WELLtTw., I ,�' 2 ..� / LOT i J ,Fri//l L - A `� .�E= fE �FER� l i€ I � z ��l �/ � 1 I / � ��8yy/ / I RQEA-L 108#ACRES / US WO DS /6 ^ / b �� / t m PDT T IT € / Y Q)'// �` ` 9 32.32 � � � / � I I f. // � � I GF:E.=. � sORRYGI3 3da_3 6� ° N82°t 1 I / // /I o. .x► I \le'/s �/ / � _ _1_ p ( a / I / I. oe hMvh /// / ^+ -� /I L000 f ES ` / F.E. ✓ /// r,r 1 I aan d 18+ G.F.E I / •!! V ( r �, v j s 3dd. / ///�Ot%/�r/1/// T NO.b 29' I Qh �, / 1„ (. =�7s.00 1 / ti / L T MO. 5 N73.3rnv > // ///�P�� o////�att ► s vs±ACRES I ! \ j ` LANDS NIF I / 17 / I/ ' ~ l v / I I jjj // � M D CONIFfR'AND / Cn Iw JASON WALKER AF10 . LC�T NO. lb �N / / ��//// r J Vg�q �! ` AREA I. LAC S z3.93 ^/ . F' ECIDUOUS WOODS f -- / ` ' / ( ` a R-4zs.W / `! ar=9.7d i _ -�` . -( / e ,o - - - __ r°tio e /////l/'��P�/%/,/ �� '� f' /\ \ / / / -- - ROBERT WALKER \ I : / t.f 3.99 / _ r --�. 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LOT N0.12 F AREA-1.000 LACK 4e rt I?• 9 AREA.9,7 1±ACRES ry w N82 5835"W vEcloLrous►woDsD.w.<>�Geirq ttaF I G I // / '' _ �.,.=°.,ems _ // / N80 2525'W ° �in[ n R=190o0 / / 6. 14 / N \ / { AR A�-100(),tAG@E \ r 12Z / 99.1 .,.N ... .�.+ ...1 7 182:18 i - N74g mr;� -� .r I ! �L .r r - 4- CONE. o w �? / lu `, / atCrAlmarnFinaawana T .UNE 1r kk .r. / e - " *ACRES \ 1 �- - - ° / 2U6 5i --- T �" 41 lAh,// �i 131.46 N79e08'40"W "� f °= QIgT/rO wA18iK a "" - i 298.R7 �- \\ 5835 r s .,... J kNd 5835 IV �.. .... 3 / �. 1f114 23 �- I w91KOXDat0pneve �N75°W71'f 1 1°. 240.28' � �N��°�, 183.7� 3�.r. ..0` 'yrJ"" � / r// J�,Prf/ r� r / "1Y � 1.18 {N74�L7• _'' - r - .a_- � 3yD�.� 35"W. \ 5 rD eovcP DPW'ELL POP i N82 58 T5"lN / , r,M.,.,, t, owc 11m w,c cormecrNm ro currersi °5835 7`. �" do �°\ /ROOT DFA1115(Tir.)sEr DErnn. q / /// _ / ( -,.... 1775Z' N82°00' 0"W / NO � N82.58'35' � / / �r��/ P/ I r 1 � �? 197, 8 -r j, °� 3 j 430.9F / j M0/l l%'R Z, \ I { I I \ / or rvrrca�L or LA;ovr f / / /// �� \ - i �lOQ.70' 1/ -233 ''I'+F rRrrro5EP -36 ,e. N82* 3;►"yy �! (�0 / LANDS N/F OF "' / I I I i ro / LAND N/F OF '// HUDSON POINTE / ///l/ „TNG, rWV4rID ; /r ( THOMAS M. BRENNAN AND LISA M. BREN IAl HOMEOWNERS ASSOCIATION �^ �y yT� LANDS N! OF � "' 8.1206,P.96 T 'O tease►LrLt no THE MICHAELS GROUP,INC. C 315.00-1-12.1 L OM QW) 315-00-1-20 xv 0 WARREN COUNTY D.P.W. WORK PERMIT REQUIRED SEE WARREN CO. D.P.W. MAP REFERENCES: , REUIW NOTE ON SHEET NO. 1 1: "QUINCY LANE SUBDIVISION THE,MICHAELS GROUP,INC. CORINTH ROAD TOWN OF QUEENSBURY" Pill PREPARED BY NACE ENGINEERING P.C.AND VAN DUSEN&STEVES,LAND SURVEYORS,DATED APRIL 15,2003,SCALE 1"=69. 2: "MAP OF A PROPOSED SUBDIWSION MADE FOR R.GLEN&SANDRA E.BROWN TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK"PREPARED BY-VAN DUSEN R STEVES,LLC,DATED GRAPHIC SCALE SEPTEMBER 29,2000,SCALE 1"=100'. . 1EGEND ISO 0 GENERAL MAP NOTES 1 1: NORTH ORIENTATION AND BEARINGS ARE BASED CN MAP REFERENCE#1: I1-W YORK STA.7[-r)FPgRTMENT OF H[JlL1H C.I.R..S ................... CAPPED IRON ROD SET 2: TOTAL AREA IS 22.720 ACRES WHICH IS COMPRISED OF TAX MAP PARCELS 315.00-1-12.1 AND ( 1N F)rET ) GtITAPris Falls P.strict O1tice I.P.F. ............ _..._.... IRON PIPE FOUND 315.00-1-12`.2. 1 inch = SQ ft. C.I.R.F...........:............... CAPPED IRON ROD FOUND 3: THIS PROPOSED SUBDIVISION DOES NOT LIE WITHIN THE BOUNDARIES OF THE ADIRONDACK PARK. 1 first hPai for R Teed date 8T11j signature. LR.F.......................:..... IRON R00 FOUND 4: THIS PROPOSED SUBDIVISION WILL BE SERVICED BY MUNICIPAL WATER AND INDIVIDUAL SEPTIC FtP-Rr to S . FT) 116.00-2-39....:.......... TAX MAP SECTION-BLOCK-LOT SYSTEMS, B.769 P.986..........:..... DEED BOOK do PAGE 5: REGARDING FLOOD HAZARD,THE PROJECT SITE 1S DEPICTED ON FLOOD INSURANCE RATE MAP N/F.. NOW OR FORMERLY / /�•� (/f'T / ld O /1 """""""'`�"' TOWN OF QUEENSBURY,NEW YORK WARREN COUWTY COMMUNITY PANEL NO. 360879 0031 B <Z wa (176.5)_....................... DEED INFORMATION PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY HAVING AN EFFECTIVE DATE OF SUBDIVISION PLAN ' /j oN OVERHEAD UTILITY LINES JULY 16. 1984. THE SITE IS LOCATED IN AN AREA IDIENTIFIED AS ZONE C.WHICH IS DEFINED AS S V BD ■ S V LA G.F°E.= TYPICAL PROPOSED GARAGE FLOOR ELEVATION "AREAS OF MINIMAL FLOODING" DATE REcoaD 392.9' 6: THIS PROPERTY IS LOCATED WITHIN THE QUEENSEURY UNION FREE SCHOOL DISTRICT. of WORK DRN CHK aPPRTOWN OF: QUEENSBURY BREf VNAN ESTATES SUBDIVISION PROPOSED LOCATION POR4" X 4" CONCRETE MONUMENT 7, THIS PROJECT IS LOCATED WITHIN THE WEST GLENS FALLS FIRE PROTECTION DISTRICT. 1G/i2/OS REVISIONS PER FIRE MARSHAL COMMENTS D.K.S. 8: ZONING INFORMATION: t: PREPARED FOR . SR-1A SUBURBAN RESIDENTIAL- I ACRE MINIMUM LOT SIZEl43,560 SO.FT. y� '--_'�Ei i 11/2O/OB NOTE REGARDING cor4sTRucnoN � ' OF ASHALT PATH ADDED '. K.E.M. COUNTY OF: WARREN, N.Y. M /� ppC BUILDING SETBACKS FRONT:30 FT: T H Q I"t AS D R C N N AN _rN to 1 r G MISC. REVISIONS PER COMMENTS FROM THE SIDE: 15FT. j± ,y 06/07j07 HIGHWAY DEflT., WATER DEFT.. PLANNING DEFT. O.K.S. TAX ID NO. 315.00-1-12.1 a 315-00-1-12.Z REAR: 20 FT. ! ' AND TOWN ENGINEER SCALE: 1" - 80' 9: THE SUBDIVISION ROAD KNOWN AS"BRENNAWS LANE",THE WATER LINE AND THE DRAINAGE Z H F • p� UTILITIES WITHIN THE STREET BOUNDARY ARE TO BE DEDICATED TO THE TOWN OF QUEENSBURY REVISIONS PER TOWN ENGINEER COMMENTS 9 NORTHEAST(AND SURVEY BL OWNEROAPPLICANT. ,THOMAS M. BR NNAN Q' 08/02/07 DATED 07/10/Q7 AND MEETING GATED 07/31/07 _ Y s'UNAUTNQRIZED ALTERATION OR ADDITION TO A SURVEY � � '- D.K.S. Q o UPON COMPLETION AND ACCEPTANCE THE TOWN. `` DRAWN BY. DKs LAND DEVELOPMENT CONSULTANTS P.C. MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A Z -r / 751 1.O �N ! H ROAD � 10/1I/07 TREE PLANTING REVISEDPARADE GROUND VILLAGE VIVLantx+ OF SECTION.7zOs, suB�DnnsION 2 of THE tO:THE STREET LIGHTS AND LANDSCAPING F THE BOULEVARD ISLANDS AND CUL-DE-SAC IS TO BE D.K.S.DKs r4" 7 MAINTAINED BY THE BRENNAN ESTATES HOMEOWNERS ASSOCIATION.THE DEVELOPER 15 _'� L�ry S vt.Y& P.O. BOX 2140 MALTA. N.Y. 12020 NEW'PORK STATE EDUCATION LAW. 09/15/08 MISC_ REVISIONS PER NYSDOH COMMENTSAIV rJf=Vl?ILPIa{'JJT "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY QUEENSBURY, N. Y. I ZII04 RESPONSIBLE FC>i�THE INSTALLATION OF THESE AMENITIES AND THE FORMATION OF THE D.K.S.pKS CHECKED BY: �1.Tmns r4. �s1s} ass-7aas MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S HOMEOWNERS ASSOCIATION, EMBOSSED'SEAL SHALL BE CONSIDERED TO BE VAUD TEL. 518-365-8576 11:THIS SUBDIVISION PLAN IS IN COMPLIANCE WITH THE ZONING ORDINANCE OF THE TOWN OF SIGNED AND SEALED PURSUANT TRUE COPIES." TO SECT, 7208, PARAGRAPH N DATE: FEB- 23, 2006 PROD. N0. 05-200 DWG. NO. 06-144 SHEET 2 OF_ tt QUEENSBURY. OF' THE STATE EDUCATION LAW. APPROVED BY: f s \ IPF 1 FRO REMAN o� I ( I / // /////1r T IT . a �/ G.FE,= / f �_ I h / ` \ Nu I " J I I I 394 I I 392 /// / D!0. wPv 1 l I DECK -� I x a i�rl 1 I / /6f "�O. / m I h f I \ I _ rn ti — 38O 80. I 3 / / JJ r0*64 "SINNER CTIdd/ L< J' f I 1 ---'--/ I r R I f I / SIGN Ll 3 l f J�"t F,E 3� j / f J //J I tD / 1FPTiC; ` I I f — — / m / —1- $.: 0300 I "55MPtf I 10 fd1N. f� / 5('S-TEM I— / m1 M 5Y5TVM / IN M 138 x f ;•� \` �3 f J Jj/I/ I � I � � I J I }�( � � m3� sePTlr, VT 168 I �! i; l 8 ///J/ — — — l 7 I / YSI LOT NO. 16 � / � 3 / J�/ AR�ATYP. 3'BUM !NG BACK(TYP.) >I } U ——— J// O / / J / AREA TYP. / ARPrBull $ ^, I I — 379 '� `3>) r \. = — —f / nw — W A TYP._ 3 BUI DING BACK(I YP.) r C I I 39 SEPTIC - / — — ( _ EX IN ' 3� I I 5Y5: 393 O M/ h / — -----� i — - -- Jl —\�,--^^- - f VALl1E HY�RANT I I \ \ ' 1 n AREA / G / w 8'File.WA792MAN 1 378. / — \ /� \ '_ I .. f J I SOLID COVER ORYWELL FOR I ( -- _ I ! �� / CB o OW i2 o CB g W2'1IriG t ? w w \ 9 1 1 \ I CONNECTION TO GUTTERS/'I I AREA TYP. T 1 0 I__� O 9� / DRIVJWAY l I \ f ROOF DRAINS (TYP.) 5EE DETAIL ( J // 1 �J / �r QB 3 OW 1 D - DW B _ p d,,1— P. WATER hr1aN 9� gg9 / W / // / r 8 DW CB w 37B w 1 I L\ -T TYPICAL LOT LAYOUT -- _.I/ \ � / / +b \ / / WATER / ` I \�� — � - _ C a� , � / � Dti' � I� _ .r. m _ _ 37s s+luT�� 1 3 1 _ o �? ��/ f / IPF _ —/—\ J / t ,�'3 3� t I 982 o L7 , 011 l o y� / �"' 1- ,t / / / 3i 9 0 S SALE STAR / I — \ Dw 3� 0 ' — '�' // / 5096 RI ERVE IPF / _ _�,.- THIS PAGE DW DW CB p [ C ( EDGE OF WOODS - / J �/ I X / — ' /~ — — - I •L — SCL -fFSFgV s our rN sera4cr 37 SYSTEM f / SEPTIC / AREA TYP, f \ \ 393 �/ DY �� / / , / / / I AREA PTIC } ( TJ / / 1(IA R I — -- — AREA / } � �' \ LOT N6, 15 ��,�' / f , s�T �/, 380 3 / L _ I/ SYSTEM } p 1 1( \ , / ! / �°, / 3 / ,, / — i 34 � III 1 _ � D � m � � / / �/ /� 1 m � I � / � I I� / ' j ,•�9 1 �. G.F.E, / EPTIC PT } I f ( L o� AREA PERG, tt I ppM (39 SI 'SP � /� � �- }NYT 18 S 5d R:E5EERRVE �� 1 �1' }I ( / -AR&A _ / l w / D / 3BL7 / / I TO RMTNB 24 D.LP. } �-�- �" --� } f f J J J / . l J 1 /3B4 383 • w i+ir- n w s +-r r+ w A r� wA INnNw[fHTAPPNBSLEvE +. } . , >E WATER / �, , I � r 30 SCALE STORM DETAIL d�VE OER TOWN CF Y I I SHUT rF / / / J l Q�� l37 . 1 , LO �L VV�DEPT.9MCFICATUM ': I } / ` } } " DN/ , 377 I (l M/ LAW JAOW PER LOT NO 12 AND feu 0 GER wAppEN 6'aw,NVATT3Z+HnN Utz DP.w. A�Nrs 11 I w J / / Sp�� P PS• ( �___, — , / ,\ lL.. -- / 20 BUJUNNG SETB3 9 �rrP.l At A -- 51 ET:tl E I 1s CB I. / / / /T 14 X 378,25 I I_ - \ \ ExISTNe wATr�LrF x / 8 ___ Ni I I' 18 DW } 3 PA p o DW / / / // / \ 31. 378.25 f \ j� / IS LOCATED AT"WGr CF TI£ I_ _ 1. // / ` / / / // � _ -- f } `..�. _ _ _ ... i ROAD 5T 1CLCD92 PW MP 1 ►! — f \ / i ..1 ,_. ..�_.r.---�r- �`- - W MAW W DATED OIA26ae � p\ 1S 3g'` / � \ I T ) _ � 7., �� { SOLID COVER DRYWELL FOR ..� ..� � 24' OAK WITH MARE i J I 8' OAK WITH W1RG� i CONNECTION TO GUTTERS/. fif) 9g I a) m4G arm \ STONEWALL / / .}._.,..�. \ ( O� _ 1 392 / cIHF / \ 1 \ / ROOF Df�AINS (TYP.) 5EE DETAIL U m I �..� ,._ ... ...,�---- J,- ! - /f / / / / //O OF TYPICAL LOT LAYOUT Q Ob t i 3. SAM T o� I COCo PVI STA = 5+50 a PVI ELEV = 386.50 oP A.D. = 1.4T LOW POINT ELEV = 376.87 +0 =W � � K = 141.05 LOW POINT STA = 9+24.07 . - z 4; Z VC -----+► PVI ELEV= 376.50 .86 A.D.A D. TINGT)NG GR c i. I� II ND ' �; K = 5.93 a 390 . 5 5'COKAFAM. l I I I I I �, a -- 1 VC LJJ > ROPOS p FtNtsH G _ pROfjp,SB I �„ I I DE rp ryAr� �y,�N l l In 0 .. "' II , II > W I I L I 2•�a °° � w / t 380 z N N W II I I1 V rl a N > ' 5-5 M/N. 14 a W _ ¢ ' S 5'COPM"N. I I UI- FUN z II II II �; <<ILL. m o II II II N u _ ED 8"D.LP, ATER MAIN S r PR uj 370 cq of z w M� V L_Vd Q �� ce O 'tt?� mao c , . -' .. p. po U m� Z ¢ ja+o U. .-' m o U u d S ^p < i 2 a V N U1 ¢ i 360 0+. Z y X w w O (, W DATUA! ELEV 350.00 Nd W PORK STATE DEPARTMENT OF HEALTI I O Co ro V` N O oo �I�nom Falls District Office `D M Go el' r O� �p - M. p� d o © o a Co - n I'� N O� /� N .. ,- In c0 Co. - - - LV e� n M - O �Q - n O+ - - - co +r - - O r V' O+ ..- �O - to N - 1� - - - -. Q _ Q .- - .. - - - - n _ M O fT - - O] n Q 1.L) Ill - r -C� H) - - : -N V coIn � .' � � : N O O Ill. F1A�kI+ I'1 1 r rn rn N rn rn O rn O AT GO h fiF+t3e.is.aIp►aved date end si n©h.�ra. M N r- ao (� � �p � •er M � N cp � co � ao ai ,-' � • to tst 2 c°+ic• Cov% moo• my � cr � ao � oo boo c oo moo C,Joo P�' oo M I o � v` � t� � •o r. ri � t� moo �' co "p' a: � o 0 Co 00 <'> /� ch co ^ M n Con Co n 4n n Co h m ^ co 00 oo.M M M M M M M M M M M M M M M /�/ ^7►-�. J 'y .(/." r'rT M M fM M. M M M M M M /'" L,4 f t.:,.'/ Q 42 O 0+ 1+00 00 2+00 3+00 4+00 5-1-00 6+00. 7 00 8+00 9-4-00 10 LD0 1 +11+00 2 0o 13+00 PLAN AND PROFILE DATE DRN CHK APPR - , RECORD OF WORK TOWN oF. ,_ENSB�JRY BRENNaN ESTATES SUBDIVISION } , 10/12/06 REVISIONS PER FIRE MARSHAL COMMENTS D.K.S. PREPARED FOR SS f•3� � �� MISC. BENISONS PER COMMENTS FROM THE COUNTY OF: WARREN 06/07/07 HIGHWAY.DEPT.. WATER DEPT.,'PLANNING DEPT. D.K.S. Co/' S { AND TOM ENGINEER THOMAS A hfi TAX ID NO. 315.00-1-12.1 8L 315.00- - REVISIONS PER TOWN ENGINEER COMMENTS SCALE. _ I IZ 2 r' } DATED 07 10 07 AND MEETING DATED 07 31 07D.K.S. H -v NORTHEAST LAND SURVEY& .. 09/15/08 MISC. REVISIONS PER NY500H COMMENTS o UNAUTHORIZEA ALTERATION OR ADDITION TO A SURVEY . s{� D.K. - _ DRAWN BY: BJJ LAND DEVELOPMENT CONSULTANTS, P.G MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A ,(�}` ATION OF SECTION 7209, SUBDIVISION 2 OF THE {S t " PARADE GROUND VILLAGE KNEW YORK STATE EDUCATION LAW." CAIZI� LMI)�RNTY rk . P.O. BOX 2140 MALTA, N.Y. 12020 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY CHECKED BY: T (518) 899-7339 MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL. SHALL BE CONSIDERED TO BE VAUD SIGNED AND SEALED PURSUANT - s TRUE COPIES." TO SECT, 7206, PARAGRAPH N APPROVED BY. OF THE STATE EDUCATION LAW. ATE: FEB. - 3 11 D Ee.'23 2006 PROJ..NO OS 200 DWG, NO. 06 144 SHEET OF dIT ♦ aM ! f -- -_•_.�- -._._ / /.� \ : // h/ // o/ ohm W ! 365 // / rrjf/ 10�.��f� / // , I "� 1 M OL / G.F. '�'�TJ /LL / / �' / G(T / \ , \ - 36 `�ePT FG 3ga / M11kED CONIFER AND .• f - / / 3 . A _>�l4 — 1.176 ±ACRES \ / -" . "� l4 i . t\ I ECIDUOUS WOODS rJ / / ` \ — — — YO96 RFSF //�/j / \ \ f 36s �- 6' o WATER 1 f V_ AREA TYP. ti // / // /// // J �L \ -yY / �� rp --- SHUT-OFF (TYP.) ALVE pnU 383 / 3B1 / `'///�%�/�/�/// \ f'�� _ - - SOR11fiGA`5 / �� a /5E TIG o ARE "`� \t r 0T NO. 7 I � / / _.� `� EA DWG o swuT-. ,� 3r //////////% `- --- A - // / / A — 1.740 ±ACRES /. \ 7} / /// II _ OW 1 \ 3 CB N '�6'> CB (LEFT) o �o RIM=365.00' sNurROFr (rrP.j / 50110 COVER DRYWFI_L FOR / I o o' \ 11 \ I2AIVr A G•F,E= CONNECTION TO GUTTERS/ - • T VALVE ASSA DWG °� 3695' I a \ N a o `rn ROOF DRAINS (TYP.) 5EE DETAIL 36 �t �O + \ 3�j a CB c M 3ss `'W\ ✓ -- OF TYPICAL LOT LAYOUT Q CB (RIGHT) a I PROP P6TRE NYDRAM MO"' • .,.•_ 3' BULL !N SETBACK rIYP•) 5096 RE &V~/ ��` P T f tiT 1 O VALV> ASSEMBLY � — y / 8 J.. --! .. CB / RIM=365,00' _ _ W ' 3 3 / �q��lN�PFq�i /// / 3s r ` oo \ a - �ti `'►_ -` J �' .Fi�i 4 Srj o / 5.EPTIG „ I i 5Y5T@vt_ AREA 84.5 i l / // 1 366 6 i Q 3 36s / G.F.E. 3s4 _ t � � � � �`� 6 ST PI� / '/ 3�o.s• LOT NO. 8 /� � I .F.E. AREA = 1.634 ±ACRES / 363 t / 9 l !// / !/ // v 3 _ 3B6 n�6 ', t t \ AR[A / 1q SYTEM i OT O. 9 �t / ,( 3� SCALE STORM DETAIL 1, / 0/tA Rt I —36 L AREA - 1.�48 ±ACRES r��'� !� \_Aw \\ \ i t I 00 tACR 399 _— / //- /1-IT//�I "' — __ — I I u►iowvs sereA� rrrP.) '/ 3J / //0946 //�//f/////j %/ // ___ 1 -I --- I \\ ( MIX ONIFER AND -- /1/Ll/ / _. _,. ^. I �- --362 / // _ T�,L I �j r 1 ECIDUOUS WOODS ��6 Ft. �E AS ALT PAi / 36 Lu HIGH POINT LEV ; 381.14 J - = HIGH POINTS A = 13+78.57 U PVI STA = 14+50 . Q PVI ELEV = 382.00 o g K - 8.57 390 u+' PVI STA = 16 0 vo • VI ELEV = 368.20 W Z VC > > A.D. = 5.0 m — _ 24-00 _-- o o I ( LOW POINT ELEV = 365.25 o "\ n 120' VC LOW POINTS A = 19+99.66 PVI STA = 20+00 > > PVI ELEV = 365.00 II N _ 380 I I ° K = 9.66 � w I I I j m o do 10 VC II TER MAIN A o iT- p I P, In ,�, u i, v } W IL � O+ r► ni r1 y W } I 55'GT qM/ vl w iv U U U.. N , > w 370 oI CK Q N Z I I PR�Pp -1.0 g,, ` 1. K N w o m N I I SED FIt� Sh GRADE " z • x `" x � - �^ + - -- XISTING T` � � � II N G _OLIND i uF Z in II ' II m II 21, pR0 u W ' MAIN ; 360 .SEE DETAIL : I o - THIS EtHEET Z Co DATUM ELEV 350.00 NEW YORK STATE; U P G �' AR NT OE HLAL1 i TMF a? in cv 0 M in a C c> Lnn m O �» O cv N v In N O IM O O C1 Q p `" `' N M M ^ Glens Falls District Office O CD (� 00 M O N r �„� ICI CO C r In M C4 - _ _ O in Lo 0 d' ill 07 m&n i[i QO Co 0, 0► C CD 0 .- - O `n oD NpO �0 M 0 op n i coo t*� co c c N i .0 �Q c� to r� tr1 �O �p ^ Refer to first sheet for h ' Coa0 00 moo 0o r3 00 c°� t� . c� t� c*7 I� ro !� m %0 Cq +D 0 �D M %Cj co %0 ro �O r� .p r� co � � c�i� P. - approved date end signat"w M M r1 rn M M M M r+1 ref M M r+1 M M r„1 M l+rT M RltA TC z 6- io 11+00 12+00 13+00 14+00 +15 00 16+00 17+00 1$+00 . 191 00 20+00 + 21 00 22+00 oA PLAN AND PROFILE TE RECORD OF WORK DRN CHK APPR TO OF. QUEENSBURY BRENNAN ESTATES SUBDIVISION 10 1 06. . /2/ REVISIONS PER FIRE MAR A COMMENTS D.K.S. E SH L PREPARED FOR Qr NOTE fL REG CON---•-.., ARDING STRUCTIQN .' 11/20/06 OF'ASPHALT PATH ADDED K.E.M. COUNTY OF: WARREN THOMAS BRENNAN MISC. REVISIONS PER COMMENTS FROM THE - o6 7 TAX 1D NO. 315.00-i-12.1 & 3 5. M /O /O7 HIGHWAY DEPT., WATER'DEPT., PLANNING DEPT. O.K_5. I 00-I-I2.2 1!r AND TOWN ENGINEER SCALE: 1' SO' fi 08/02/07 REVISIONS PER TOWN ENGINEER COMMENTS v 9 NOR 1► fA I JAND SURVEY S( UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP SEARING A LICENSED LAND SURVEYOR'S SEAL IS A. T DATED 07 t0 O7 AND MEEANG.DATED 07 31 07 D.K.S. "� LAND DEVELOPMENT CONSULTANTS, P.C. DRAWN BY: BJJ VIOLATION OF SECTION 7209. SUB-DIVISION 2 OF THE -� 4)0 09/15/08 MISC. REVISIONS PER'NYSDOH COMMENTS O.K.S. PARADE GROUND VILLAGE NEW,YORK STATE EDUCATION LAW. OX 40 L "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY CAN[) S LAW RNftOPA1QIr MALTA.BN.Y. 112 20 : MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S CHECKED BY: . GaIiSLLTMlrS, PG. (518) 699-7339 EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COMES." TO AND SEALED PURSUANT TO SECT. 7208, PARAGRAPH N APPROVED BY:OF THE STATE EDUCATION LAW, DATE: FEB. 23 06, 20 PROJ. NO. 05-200 DWG. NO. 06-144 SHEET 4-OF 11 - NOTE: r: rfi fi 1162 i aftu - UNDERGROUND STRUCTURES AND UTILITIES HAVE BEEN ly PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND N \ -CROSSING- RECORD DRAWINGS AND FIELD SURVEY. THE LOCATION OF . �Mls SURF EATURES SUCH AS CATCH BASIN RIMS, MANHOLE COVE St WATER VALVES, ETC. AND ELEVATION DATA SUCH AS NM , Zp i ` NM 1 /� / fbVER ELEVA IONS AND PIPE INVERTS ARE THE RESULT OF j1FIELD SURVEY VNLESS NOTED OTHERWISE. THERE MAY BE 0 I i / O / OTHER UNDERG OUND UTILITIES, THE EXISTENCE OF WHICH vi2 �\ / `G IRF ` / ARE NOT KNOWl4\TO THE UNDERSIGNED. THE SIZE, LOCATION a,7v uN TEL / AND THE ELEVATI NS OF ALL UNDERGROUND UTILITIES AND J AT&T� // // �1 STRUCTURES MUST E VERIFIED BY THE APPROPRIATE AUTHORITIES. THE "UNDERGROUND FACILITIES PROTECTIVE �h"-J /` ORGANIZATION" MUST BE NOTIFIED PRIOR TO CONDUCTING // / �� _ `�� / �� TEST BORINGS, EXCAVATION, AND CONSTRUCTION. CALL °r:, WAY SIGN /n` /� i� 1-800-962-7962. IRF m 570P 3 / Or WATER VALVE SIGN 0 STREET / _ - _ 1 / I/ ^IPF Jl rc/. / CC) / LIGHi / t 1 / 137 v � - I / m /UTILIT POL CONC. MON. .► CUT sroNE I I J f f if l/ l / /j l / 0�� W �\ - / .__. BEN'T 1"IPF / , J NODE/NpN / / V / 3 - - IRF / J I / o/s i 2- ,P ��, / / / I i I /// G pF VEG /7 URBANCE BU ,� / �� EDGE of . 1 \ 1 ; '-� - -- / `/"_ `- ,c" l //f / FTg TI p FFER ( / ►roods / l // N/S 4 \ I 1 I /'� 1/ ! , \ / / "' �-7.•1I Ll f / //. F'ROtyIBI TEp t / " IPF` YARDLI T A ' 1 i'�� I I\ =n,P. .. / ' I �/ t \ ( - Ex�Srlrlc r3uILr�IN�s \ -L- f // /f f / / f ✓ r!I :/il i TO B RAZED BLACKTOP _ y 3 w/ ACKroa DIVEWAY / \ %RFSPRVE // ` rlj/ f� --- IPF 1375 NM 137 5 94 / / NYT i6 . / i / rra or aer r ` i AREA jYP__ / // / Y4ARDU,iiT 5E O I // / l / .., ` �„ IPF 392 T77,1 EM // t f / ,375 YAK bNT _ AREA I /// , // // /� O t / LTC -4 L YAR IGH NO. t-----. :..: IPA EXISTM q( i ,/ \ - — 392 / // / / L / I _ ; / ( \ t �000 I I i/ \ 1 1 / 37B DRYWELL (TYP.) 7-1i/ / ` I I ) t I ( I �3 / GAL. CbNC. / S ) 1 379 I / III J t i / / / SEPTIC YANK I � / LC��f�. / ��/ // /N -------------- / / 1 t I 10/ L —---- — I_______ -- 392 .�E.= / FER)ND I Y 3B0 - 'J. 391 /I 38S T I / TREE ROW 2 STORY P/ i \ ass , / 9 .S' / ! SUS WOODS J tf) iPF ' / \ �R ME "' V 393 �� i i I J (Q� � � �� I i I IPF_ J \ I ?0 REMIUN d� I I R f f! \ / �, Cr. i / / I/ G F� t NMI J \ I J.1 OV I J �I J 'o � / 394 I 392 NO. 2 /�.0. . #1 381.3. ,�wAr g t SIGN CTION// \\ Lai �'�' J t 3s� 1 I —� �� I / - -- 80. I I SIGN „ j \ I to' F.£. J 3sio /////� I I , 0 �/ -EPTtc / \ 1 MIN. / 14.3 / ////I/ i I sbTEM f \ AR NM 138 _ ! , tI) / /1/ I I � A / I ( cry 9EPTKr / EPTIC L T O. rJ Yn 166 �I �f I t I/ / /i -I / `, 1 Aq SY37EM / I / YSTEiv1 n z / I // ( R€S€fE JI 390 1 A 1 \ L� LOT T N O. �� / ` 39 � 3 f f. I f // J AR�A TYP. 3 'Blll !NG BACK(TYpj ---, *-„' — — 1 _ _ - 392 / / / 379 - 3 50%R $F f C - 1 ( \ / 31 / r AREA TYP. I AREA TYP. - z ( I `�93\ + �5EP1lC 3B6 // 379 r �� I I / . \\ / VALVE 3B3 EXI�TiNG I 1 �� i 5Y5rtFM 399 O'Ml . A NYi ANT m. ' I \ I ;0 ! AREA- i ! / 0 / w e RIP.WATB2MelJ 1 9 �w \ \, r 37 SOLID COVER DRYWELL I _11 -- _ I- � ` CB o Dw o'er W W --�- L--_ W W : SHUT- CONNECTION TO GUTTERS/, I AREA NF. 1 �_'r ` CB g?g r"°N�/ ae c i DW CB - _ - - / / - 1 / S,��9 \ a Ow i ze DW CB / DRIv�wAY / i � ROOF DRAINS (TYP-) SEE DETAIL � / � ( \ OF TYPICAL LOT LA'YOIJT �� / l 3� 36� /1 ^ / o 2 arae T,v. ',q / N P.�: ,f4 / T 14'/ f / Rr ��g / /! DW CB .. 3 D / WATER QFF T SHU7/ ) I 3 N ff `�/ IPF _ ^ IPF / .... : /\ 50�, RE ERVf i I C r I EDGE OF WO s. _ - / i I _ T- / % - - Re - L a curt nv s�rencK REMOVE VEGETATION tl Z t i � ( —\ �- �.._. .�- � .---. _._- � i� � .,.- � / / � _ / gEPTIC 3 a M I. ROAD SHOULDER r . cr7 �T ;t,� 3B6 h / 37 -- SYSTEM FAA 1FD CON AR AER BACK 25 FOR ,. \ tRj �T / / / SEPTfC, ( / 3 ADDITIONAL SiGHT DISTANCE '' �/ AREA I 382 3B3 i # COORDINATE WITH WARREN i , t \ LOT N 6 15 .� j / IL - _I / AREA p �. SEP YJ! � Y / CYl.'A�R ,// / f3EClDU S O D PTIC a /: / f r� I �. �J(S rfiJi COUNTY D.P.W. I I \ � /. / �` '/ 1 3 / - - tp O 393 I_ .F.E. 3 4 MIXED CSONIFE N D 1 / 1 r. E G4f I� AREA PF .. $ i 3.5 I i FRC E, pNM 139 NYT 16 zON AH Ci / 5O RE5ERVE l - c, i l f. 17 ,V CCMEC 70 EXSTtJ6 24'D.lP. I i 7I � t J / 1 / / / �/ N IC 379 (J1 WAY Wlr{J TAPPING 4LEVE t � _-- Q f 1 1 f WATER / Y r _ l I l D ALVE�TOWN Cr raav I`, i SHUT_FF / / / Y��: P7 W DEPT.W[CW_ATC s ,� i I i . r 3B� m rn Weux�, I'%`' T -"` B'D.I.P.WATER MAN w P. / /LOT NO. iz , 3 l / / 5 n �SI ` so•sUILOWG SEr6A� iTYP.) / EXISTNB WATEI�It,E x fJ Dw- I . 19 L t I LINE 16 SPA e/ Dw l // / 3�e.2s — � CCATED AT THE 6DeE OF TFE �_ Z ROAD 9WOLLM PER FR.D \ ..... MAPK aUT DATED Ob26ADO G1. " �- ,� y .,, ��.�= n f•� T-j 1 \ \ ---- -- \ \ 50LID COVER DRYWELL FOR \ I I C / / / / ) 1 T .r r 380 F8. 21' OAK WITH WIRE \ srDNEWALL �� ....r-�.�.- ... ,-- -�.'_"�"" � .. ` ` o m ►r c` _ /GOfJNECTION TO GUTTERS/ j / \ / F AI m / / /� / 7RF / _ \ { \ \ ROO DR NS (TYP.) SEE DETAIL °a ! / / / / / / OF TYPICAL LOT LAYOUT 1 t If2F t I D / TO lip BR ifAiJ ESTATES" 1 MO WENT 51GN _ / i / / I m NEW YORK STATt DEPARTAINT OF u�, TH i m Glens Falls District Office '� SIGN i �„.,��I LEGEND Refer to first shoot for approved date er11i r;Ilgrtatur6: C.I.R.S ......................... CAPPED IRON ROD SET I I.P.F..............................-IRON PIPE FOUND �.+'T7 -2- 4- /f _ G.LR.F...............:..........: CAPPED IRON ROD FOUND ' LR,F ..........................:. IRON ROD FOUND , G 116.00-2-39...:..::..:.... TAX MAP SECTION-BLOCK-LOT ADIW R 6 PLAN 8.769 P.986. ...:..:....... DEE D BOOK dt PAGE DATE N/F DRN CNK APPR ............................ NOW OR FORMERLY RECORD OF WORK TOWN OF: OUEENSWRY BRENNAN ESTATES SUBDIVISION .. DEED INFORMATION = _ � /2/ REVISIONS PER FIRE MARSHAL COMMENTS O.K.S. — F N - PRtPARED FOR OH OVERHEAD UTILITY LINES TJ t3 MISC..REVISION$ PER COMMENTS FROM THE COUNTY OF: WARREN G Oe/07/07 HIGHWAY F T H O MAS B RE N GRAPHIC' SCALE SOLID COVER DRYWELL FOR w DEPL, WATER DEFT.. PLANNING DEFT. D.K.S. NAN CONNECTION TO.GUTTERS/ AND TOWN ENGINEER so a 25 50 too zoo ROOF DRAINS (TYP.) SEE DETAIL " TAX ID N4. 315.00-1-12.1 8t 31 - - REVISIONS PER TOWN ENGINEER COMMENTS SCALE. 1 = 50' �.DO ( 12.2 OF TYPICAL LOT LAYOUT oa/02/07 DATED 07/10/07 AND MEETING DATED 07 3t 07 D.K.S. / / H _ . N "1INAUTHORIZED ALTERATION OR ADDITION .TO A SURVEY 387 PROP9SED CONTOUR ORTHE 09/15/08 A415C. RENSIONS PER NYSDOH COMMENTS AST LAND SURVEY a 4 D.K.S. O o.r MAP REARM A LICENSED LAND SURVEYOR'S SEAL IS A DRAWN BY: BJJ VIOLATION of sEcnoN nos. SUB-DIVISION 2 of THE f IN FEET ) ,; ;� , ' z LAND DEVELOPMENT CONSULTANTS, P.C. NEW YORK STATE EDUCATION LAW." 1 inch = 50 ft. EXISTING CONTOUR _ - ��— - : -...� .: �,�, PARADE GROUND viLLwGE . A1,1 L/VD 5TJtVlY& P.O. BOX 2140 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY CHECKED BY: . L�MD DEVd�RIM MALTA, N.Y. 12020 MARKED VATH AN ORIGINAL OF THE LAND SURVEYOR'S j TYPICAL DRYWELL (SEE TABLE ON DETAIL u�rleLrwrFS.Pi. (518) 899>7339 EMBOSSED SEAL SHALL BE CONSIDERED TO 8E VALID SHEET FOR SIZING) TRUE COPIES.` SIGNED AND SEALED PURSUANT CLEARING LIMITS TO SECT. 7208, PARAGRAPH N APPROVED 8Y: OF THE STATE EDUCATION LAW. DATE: FEB. 23, 2006 PROJ. NO. 05-200 DWG. NO: 06-144 SHEET 5 OF TT I I I •ACiIII lilt • 039"1" RIGHT OF WAY RIGHT OF WAY came=_Me ice 1 10, i 2 PLANTED ISLAND 2' ( 2: 15'TRAVEL LANE 15'TRAVEL LANE 12'TRAVEL LANE 17 TRAVEL LANE 15' 15' --� f---- 16, 16' 3' W W EXTENDED EXTQ D. - PAVED I - PA p - _ _ I - - - - - - SHOULDER y I SNO DER - - INE•t:ID!SAL DRIVEWAYS SI1nLL G+E- - - - - MHJiVIDLUU.DWVI'WAIS SttAll BE - QL - I - - - ° I _ _ - - - - - I. -g' - - GRADED 10 MELl FAV♦_Mt:HI ELEVATION - W 5. -'� GRAPU)TO MEET FAVtMENT.ELEVAIION W - .. - - a -. - .47 70P OF WING IN NO CASE Sr1ALL CL C1! AT TOF OF WING IN NO CASE 5tIA1L fyy. ORIVEWAY5 BE ALLOWED TO CUI 04TT Q.1 .. _ _ - - - DRIVEWAYS BE ALLOWED TO CUT OLR - .0 I 1 WING SECTION.- - : Q I - - - : wING 5ECTION. 1 t✓ - - _ - -- 4 IMAX ALLOWq Q, �I AtAX ALL I 4 SLOPE 107E 1 cRowry ro I eRowN io 6"TYP. ' .. SLOPE to!� 6-(TYP.)ROAD�� 1 �. - - - _ I -.1 - - - """��• 1/4'PER Fr. 1/4'PER.FT. __'> ' MTN.ALL TN'PER FL f/4'PER FT. . I OWABCE - GRAD[TO DRAIN MIN.ALLOWABLE SLOPE 27e SLOPE 274 • I EXTENDED BA5E COLIP.5E I' - - ELEC..CABLE TV.U o _ I ..., `: - _ 58 MIN-I. - - TELEPt10NE AND GAS - - 5'6"MIN.I ELEC.-CAME TV, vlo - PAVED WING-TYPE COMPACTED SUBBASE - PAST PAVEMENT EDGE(M'.1 AS SV LL-LON rLA rf; _ _ _ SWALE- - AS WrLI.NON PLANS- f 1 - PAVED WING-TYPE ORYWE-LL-LOCATIONS 3 V2'A5T't1AiT CONCRETE - (5EE L`EINL) `� STT�PJ t DRAIN FII'E- I 1 O'WID UTILITY EA5EME11I I SWALE A5 5t1OVJM ON PLANS ;� - TELEPHONE AND GAS . _ _ I (5EE DEl A1L1 _ STORb1 DRAIN PIPE -2`LOfAFACTED BIrJDER N_Y.S.D.O T IT Eta 403.13 ME 3 A5 StK_�wn1 CNI FLANS 1 I .1` (IJ As SNOwN ON PL.ANs- I I a wlDe uTl�rrY eascr.�errr -1 112'COMPACTED TOP N.Y.5.0 0.T ITEM 403.1 G TYT'E 6 _ _--._ BA5f CUB.IRSE I-AINIMIRA DEI TtI i 2'N.'r.5.0 0.7:ITEM 30A.05. 4 G J---� I CUMPACTED SUBBASE I I I 4' 6' I TYPE.4 10 BE COMPAC P M TNC7 OF15 - - - - - 3 112'A5PHAI T CONCRETE - _. -2'COMPACTED BINDrP,N.ti.5.0.0.T.REM 403.13 TYPE 3 - - - - - - - - - - - -1 i/2'GOMPACIED TOP N Y.5.D.O.T.ITEM 403.1 G TYPE 6- - - - - - - - - - - . - - - - - - - - - BASE COl1R5E-MINIMUM DEPTH 1 2'N.Y.5,0.0.T.ITEM 304-05. TYPE 4 TO BE COMPACTED IN TWO LIFTS TYPICAL ROAD SECTION - BOULEVARD - N.T.S. TYPICAL ROAD SECTION N.T.S. I � - A C t /'� Z _ t� U / //// / /// / / / IPF L STABILIZED CONS N /� / //// // / � �� r�' n�ENTRAFdCE (TYP. / f// � ' l "� )IPF 20' �,�� l C�-4` -- �» IPP' UTTi11/ STURBAN L T --- / VEGET CE,BION IS UF/y j/ "�...+.•�.. .` �» IPF v�� / / ell 366 386.5 f o ' 336 / t >tI I / / / / Q L� / // / t / � / / / / /Q-// / / / \ /n _"_ ---, •� (` � � ,�, ..� �_ ` '' fi IPF � '`// LOT NO. 6 l / /. l - / �/� /j �' / // \ / / ---_ IPF m 3. SEPTIC / ( PTu: L T O. 5 sea / /4}O ��/ / / / MI/CED CONIFER AND ( ~ 7 M - 5Y'5TEtvt / I / // �,. / �\ I I f—1 iy, StEM f / 383 EM 3&4 ///////? Q / // �i j \ I ECIDUOUS WOODS \ / 38C - - w SST / // ,�% 50%TRR / AREA TYP: /� / // // !/ i� —J �� —I -,- — — _ // /j BOR/IYG,lff b c�+n 1 \ VALVE AS 383 \ �. ARE. --, .•� � / o•�g 5 l EEv}/ \ 1 � w w \ w w _ SHUT- /�37;9 //f/� / A�,C / 6 , / �� / \� /010 4 DW _ 9 \ - 376 364 - � CB E {ryp• � f\ _ P. ,f`4 �9� 1 1 ass 1,P DN' CB D �9 r a / s--- s1auiROFF (TYP. 1 v+ I SOLIL7 COVER DRYWELL FOR /1 1 / WATER/ / ) h 1 / / C d B DW N / C''F£,r CONNECTION TO GUTTER5/ _ \ sllvTyOFF ) _3 1 — 3�9 C 1 ! /, /, 2 / t DWG \ °o o �, > 369,5` ROOF DRAIN5 (TYP.) 5EE DETAIL 1. 1 f / 3 CB R N 3s� m w OF TYPICAL LOT LAYOUT P �Q,T r \ B -�-1►�R .L_ 5056_iFSf RV s eu1L)IN SEreACK�TYP.t I 50°°G ttE �$V�/ / // / / J oo i a 'EMet u VALVE AS SEPTIC {r' ( / ARgATYP.._ / � 3B3 I 3 Fq �t'r_� of � _ _ � � � / � ----, -► ,_,_ s PTICef'TIC `s��i/� _ AREA / 5Y5TEM f / / •.�). _>F. / / .F.E.- a 5 D �- F I/ 5Y5TCht I I tiz I / / S �. - / 'a 3 4 $ REA , / / //1:;Si �// -~ �1. / / �.3 1 NOTE 383 4 i -- i / // / / 1 366 �� / k T/OA/ 84.5 ; � Y_ � B3 , // �6 .�y� 365 1 . 370.3' /tn / // / 364 i / / � / � ,�� v LET NO. 8 � / �/ / SI rl �EPrIr_ UNDERGROUND STRUCTURES AND UTILITIESHAVE BEEN y -� 3s,7 I / l l"Y!l fr\///!/f O.H. f 6. af4`15Y-,1 EM / // / / TP 2 AIz!A / 'P ! 1 6'! PLOTTED FROM DATA OBTAINED FROM PREVIOUS MAPS AND s I ! /// !//// / / 364 ass -_ l 4 RECORD DRAWINGS AND FIELD SURVEY. THE LOCATION OF SURFACE FEATURES SUCH AS CATCH BASIN RIMS, MANHOLE TEM O. / T A J ' i \ \ �� l I �`0 `i _ COVERS, WATER VALVES, ETC. AND ELEVATION DATA SUCH AS ( 382 - _.�.- / ✓/ ! l/ if / I -- / COVER ELEVATIONS AND PIPE INVERTS ARE THE RESULT OF I I / / ! mix o N FIELD SURVEY UNLESS NOTED OTHERWISE. THERE MAY BE 12 i `I �-- // �� f —362— / r ---- -I- i \ S ODDS OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH \ - \l.� "_•� 2TBUILDING5E18A� { P.) / i-- —— // / / .. - - - - - J__ .�- / /11GL/ ... - ._ f.�..,»..._.1.. _ 1 _ _. y r - - - 1 -- \ I 3 i ARE NOT KNOWN TO THE UNDERSIGNED. THE SIZE, LOCATION / \ \ / �. �G•---- �" L // I/ / � ` ,� 4» Dt�1M.CONC.M N (. I / f \ --4- _ /!� ! �i /h / s / 9 _ -- L0 \ - r AND THE ELEVATIONS OF ALL UNDERGROUND UTILITIES AND n// /n/ / c� i / cm----..... I a ., / / / / -� --- --— - - - - STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE 50LID COVER DRYWELL FOR e , �. _ ~ ----., AUTHORITIES. THE "UNDERGROUND FACILITIES PROTECTIVE YIATN Tw�[�. 24 OAK 1MTN 1MRE ,CONNECTION TO GUTTERS/ _ ,- / / / 1 /// / / / / � _ � � l \ "' -�.. � ..� ---•--1 'r '_ 1" IRF ORGANIZATION MUST BE NOTIFIED PRIOR TO CONDUCTING \ / ROOF DRAIN5 (TYP.) 5EE DETAIL �~� OF TYPICAL LOT LAYOUT / / / / / T 36�� -- - -�67- TEST BORINGS, EXCAVATION,AND CONSTRUCTION. CALL 1-800-962-7962. /// CO LIMIT OF CI �ARING TYP. (n '�"-. { of (n A '>? (n ATE DEPARTMENT OF HEALTH `13 LEGEND ice � aj NEW YQRK STATE f>j Glens Falls District Off r approved date end na wo. i Rafe to first sheet for app Opt aig t C.I.R.S ................ CAPPED IRON ROD SET . .:.......................... IRON PIPE FOUND C.LR;F.............. .- CAPPED IRON ROD FOUND /} LR.F............................. IRON ROD FOUND 116.00-2-39................ TAX MAP SECTION-BLOCK--LOT GRADING PLAN . 8.769 P.986.:.............. DEED 800K ,dc PAGE N .............................. NOW OR FORMERLY DATE RECORD OF WORK ORN CHK APPR 176.5 ......................... DEED INFORMATION BRENNAN ESTATES SUBDIVISION TOWN OF. OUEEN513VRY T OVERHEAD UTI IT OHUTILITY 'LINES 10/12/O6 REVISIONS PER FIRE MARSHAL COMMENTS O.K.S. PREPARE FOR SOLID COVER DRYWELL FOP C-,� _.NEt 4 i COUNTY OF: WARREN {.,� �1/� C Q(� Ai*, ' `. MISC. REVISIONS PER COMMENTS FROM THE T I t O i 1 A V B f\E 1�1�A N 0 CONNECTION TO GUTTERS/ , �l y It G 08 0� 07 1 .�. / T / / HIGHWAY PEPT„ WATER DEPT., PLANNING DEPT. O.K.S. ROOF DRAINS (TYP.,) SEE DETAIL n ti C7 AND TOWN ENGINEER TAX ID NO. 315.00-1-12.1 & 315.00-1-12.2 OF TYPICAL LOT LAYOUT- � . . SCALE GRAPHICA -R °i @� 0 07 SCALE: t' � 50' . :. REVISIONS PER TOWN ENCWEER COMMENTS PROPOSED CQNT0IR i 08/ 2/ DATED 07/10/07 AND MEETING DATED 07/31/07 .K.S H so 0 25 50 too zoo 38/ , I Q y NORTHEAST LAND SURVEY& 09/1S/08 MISC. REVISIONS PER NYSDOH COMMENTS D.K.S. �Qn DRAWN BY: BJJ Z LAND DEVELOPMENT CONSULTANTS, P.C. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY. EXISTING CONTOUR AP IN. A LICENSED LAND SURVEYOR'S SEAL IS A T �v s:.v PARADE GROUND VILLAGE M SEARING SE 41 Q 1 P.O. BOX 2140 VIOLATION OF SECTION 7209. SUB-DIVISION 2 OF THE - TYPICAL DRYWELL SEE TABLE ON DETAIL ,.__. y- IN FEET ) �� .. taw mmjaY& MALTA, N.Y. 12020 NEW YORK STATE EDUCATION LAW." - SHEET FOR SIZING) AN�} CHECKED BY: T (518) 809-7339 NTHIS - I inch 50 ft. ONLY COPIES FROM THE ORIGI AL OF MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS CLEARING LIMITS SIGNED AND SEALED PURSUANT EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID PRO _ OF TO SECT. 7208, PARAGRAPH N N T"6 tt TRUE COPIES. . OF THE STATE EDUCATION LAW. APPROVED Sr.BY DATE FEB. 23 2008 PROJ. NO OS 200 DWG. 0- O6 144 SHEE SUGGESTD: POLYETHYLENE _ APPROXIMATE EXTENSION TO GRADE WITH - i/ F1141SH GRADE TAMPER RESISTANT ACCESS II R��,I�..��I.��1�-�1.1� I.._..I1,..)..I.-.��1��-I 1.I..-��.._I..��.�/.-II.I..I..�.I I�.I.1...�I I II I 1..�II��.....�.I I 1�I/I.I I..�.I1,T I I�I I��-II�/.�1.I II I:I-I.�1.I I I I I�I.II.--I 1 I I,1 II1I-II II II II.I II.,./;I I,�..I�W.I,I I-1I.I�.�"�I I.I I 1�I�1-I..I I II-.,I I1 I�I,.....I._�11-_I III I-..�.�I.I 1��.II��j IIIII.I III.F.�o_�W.9I R.I�I��-..A-III I I...I I.�.....-...I1 I II0I1.-I I I�I�..�I/I-I.I.�..�-�.�-�II.-.��X---.I�.�-I.-I,--....,.�II-�I.�I-.3.II_��x.-.-�II I�.I�.0 III..I..-...I'1.I..I�y.I-.I N..II.-..&..'I�I�,IRl-..�.,:...-.�O�._..l,..-.�.i.,..-I.O I�-I IN_.I I�-L-- .�.F.��..-I.O.I�..�1.,i6 L..T_1I/.1��?%I I I 1 I_�I.1�.1I�1.� =F-.- .I.�/�..I I..1.I I�I�I,:I I.0�I0=II-I I�;.�..�J I-. '-I=I'�1.�I.�.I I I..1..�,�,�..I=.I-.I I�-.,I7..�-I...�-...,-I�I.I I.)..��.�;I-.�I.��F 7-�2....I �II I.. 0.��I.I.�I.�.. .I I "*I-.�I I II��.�.I��.1O I.��I..I I�1I.NI.,.�.I��.I I-II.,I�I...�-I..�I I I I...�.�II.1�..��..��1II I,�.1.�.I.�I..�..�.I.I 1I.I.��I1��I�I I�..I I I-IIII.�1�I III.��...-....I I.,1 I..II�..I.1.I II I....I..��. ....��.I.I..I.I....�.1 I I��...�..�I.�.I 1-....I I A�..�ffi..�I1.-...�� ..vg�_��..��II 1,-I._�..7_I II��...II.7..�i. ...�I1 I�-�..F I I I 1.-��I/I I,,I�I I.-,.�.-.��_�--�._.*..-�.,.�.�. 1I_.�"I�.I�,�' II�_�.I �1�1 I.I.I��..I I.....I:'FI.�.. ,.0 V.I.I.I / COVER .��..I I II.;.1.�.R�..... -II_I II -.I.:....�.M �.� ..I.I I.I��.I.I.I..I�I II I..1-,�.. -�I�I I.��I�.�. . `�, 7.I�.. 1_I....��.�--.�I I I�I I/I I.'...I-..�_�.� .I..�.I II III- I III I.�II�".I...�!'II..II.I.i, �I0��.�I1I I1. _ _ _ .. - SUGGESTED: ZABEL A100 FILTER SUCH ifAi �`'�_ ..... ,,,. ,.,` 12" MIN. COVER 1HAT IT IS READILY REMOVABLE . .-.i. II II 1II SANITARY SEWER CONSTRUCTION NOTES 4 SPECIFICATIONS: A �'► ..."`,�". THROUGH TANK ACCESS COVER 12' MIN. COVER - I T'BUILDW13SE 4" PVC SCH. 40 ." ' ' 1)PRIOR TO THE CONSTRUCTION OF ANY RESIDENCE OR THE INSTALLATION OF ANY ONSITE WASTEWATER TREATMENT SYSTEM (OWTS),A PLOT PLAN DEPICTING THE PROPOSED LOCATION DISBRIBU. -. BOX � ) INLET 3 4 PVC SCH-40 OF THE HOUSE,DRIVEWAY,GRADING,EROSION AND SEDIMENT CONTROL MEASURES AND THE SEPTIC SYSTEM DESIGN SHALL BE PREPARED BY A LICENSED PROFESSIONAL AND SUBMITTED TI II . L10UID LEVEL OUTLET. 1 ( SOLID COVER . . - N OF QUEEN5BURY BUILDING DEPARTMENT FOR APPROVAL. . DRY WELL FOR LOT No. THE TOW - . MIN. SLOPE ^- GONNECTION TO �: 1,/4 PER FOOT IN SLOPE 2)THIS SUBDIVISION APPROVAL IS BASED ON THE UNDERSTANDING THAT IN ORDER TO OBTAIN A BUILDING PERMIT,A TEST PIT AND TWO PERCOLATION TESTS MUST BE COMPLETED ON 16"MIN. 1/8" PER FOOT BAFFLE t16 N RS' AREA = 1.000 ±ACRES EVERY LOT. I 18"MIN, USE SPEED LEVELERS TO DRAIN(IF REQUIRED) I WATERTIGHT SLEEVE ASSURE ALL OUTLETS ARE AT 3)ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE 10NYCRR APPENDIX 75A AND THE REQUIREMENTS OF THE TOWN OF UEENSBURY.APPENDIX AND SEAL (TYP.) ..<� z Q Q I EY.ACTLY THE SAME ELEVATION I t a z X 75-A"WASTEWATER TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEMS"AND THE NEW YORK STATE DEPT.OF HEALTH DESIGN HANDBOOK HAVE BEEN USED AS A BASIS FOR DESIGN to Q , A" PVC SCH-40 SOLID HEADER AND SHALL BE USED AS THE CRITERIA FOR CONSTRUCTION OF ALL ON SITE WASTEWATER TREATMENT SYSTEMS. IM I - O. N"'. CELLAR.QRAIN WITH a n 00 �M TO PERFORATED TRENCH PIPING. \9ACICFLowPREVENTION I NOTE: ALL ROOF AREAS SHALL BE. PROPOSED 1500 GAL 1/8" PER FOOT MIN SLOPE 4)ALL OWT5 SHALL BE DESIGNED BASED ON THE INSTALLATION OF WATER CONSERVING FEATURES AND A FLOW RATE OF 110 GAL PER AY PER BEDROOM. THE D SIG�UiRf/Vfs 2 _ p E E N FLOW RATE DOES z x PRECAST CONCRETE v GUTTERED AND PIPED TO THE DRYWELL SEPTIC TANK NOT ACCOMMODATE EXTREME WATER USE FIXTURES SUCH AS JACUZZI/5PA TUBS AND WATER TREATMENT EQUIPMENT. THE USE OF SUCH FEATURES WILL REQUIRE REVIEW ON AN I 2 AS SHOWN HEREON. INDIVIDUAL BASIS. REFERENCE I5 MADE TO"TABLE 5-REQUIRED LENGTH OF ABSORPTION TRENCH". y a A SHALLOW RETENTION AREA(RAIN MINIMUM I XI MUf� 2X WIDTH - WATER GARDEN MAY B. AN MA I u 4X WIDTH I C9 w O ) E 5)SEPTIC TANK SPECIFICATIONS:REFERENCE IS MADE 70 THE SEPTIC TANK NOTES AND SIZING TABLE DERICTED HEREON. THE USE OF GARBAGE GRINDERS WILL REQUIRE A SEPTIC TANK z i ?I WITH A A T fl ALTERNATIVE OPTION TO THE •._ N DDT IONAL 250 GAL.CAPACITY. THE USE OF GARBAGE GRINDERS WILL REQUIRE THE INSTALLATION OF A ZABEL A100 FILTER OR EQUAL INSTALLED ON THE OUTLET SIDE OF THE - I 19 a DRYWELL IN SOME CIRCUMSTANCES. SEPTIC TANK.. h � 2E i (o I SEPTIC TANK NOTES G THIS OPTION CAN BE REVIEWED ALL UNITS SHALL COMPLY YVITH THE REOUrREMENTs OF THE wEw YORK STATE 6 MAINTAIN 100' SEPARATION B TW PTIC SYST MAN ANY W A T T R T) E EEN SE E D ELL.CONTR C OR O VE IFY PRIOR O CONSTRUCTION. . . ' $i _ I u W.5' DURING THE PREPARATION OF THE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS I PROPOSED PLOT PLAN FOR EACH MANUFACTURED BY FORT MILLER OR EQUIVALENT. ' 1 5 7)MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDING TO BE 10 FEET. I w INDIVIDUAL LOT. . I z ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. SANITARY SEWER I a I WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE CRUSH 8 MINIMUM SEPARATION T T S ED S70NL SHALL BE ) BE WEEN OE OF FILL AND BUILDING TO BE 20 FEET. SYSTEM(TYP.) o 0 ' NOTE: REGARDING SEDIMENT AND PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.. 3 EROSION CONTR R R OL, EFE ENCE IS 9)MINIMUM SEPARATION BETWEEN PROPERTY LINE AND TOE OF FILL TO BE lO FEET. . -- --- ___ I SEPTIC TANKS INSTALLED IN TRAFFIC AREAS. SHALL BE OF EXTRA HEAVY NOTE:]745TALL -- FUTURE_ 30 euavmrO sErt�IACK(TYP.) MADE TO SHEET Nos 9,10 AND 11 OE . CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. PA = EXPANSION THESE PLANS AND THE ACCOMPANYING LATERALS RALLEL `E'PTIC TANK SIZING TABLE: 10)MINIMUM SEPARATION BETWEEN WELL.AND SEPTIC TANK TO BE 50 FEET, TO FINISHED GRAt1E _ (IYP-) - :r STORMWATER POLLUTION PREVENTION ALL J0114TS MUST BE SEALED. . . n . CONTOURS. _ PAN ALTO IOCO GAL TANK REQUIRED FOR A 3 BEDROOM HOUSE OR LESS . J . L CONTR R SHALL 11)REQUIRED INSPECTIONS TO BE PERFORMED BY A "ROFESSIONAL ENGINEER OR AN"N"EXEMPT LAND SURVEYOR AS REQUIRED BY LOCAL CODE. "�" �' _.. FOLLOW ALL APPROPRIATE E.S.C. 12 0 GAL- TANK REQUIRED FORA 4 BEDROOM HOUSE w L4'DIP.WA7WNIMI PRACTICES OUTLINED IN SAID 15CO GAL. TANK REQUIRED FOR A 5 BEDROOM HOUSE A). PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. . w . - `"' - - DOCUMENTS. GAI�BA6E GRINDER REQUIRES AN EXTRA 250 GAL.CAPACITY .. B). DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. - . B^';CFN o4N45' LANE' - TABLE 5 (FROM N.Y.S. D.O.H. DESIGN,MF�NUAL) C). PRIOR TO BACKFILLING TRENCEHS. REQUIRED LENGTH OF ABSORPTION TRENCH D). FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. (based upon 2 ft. wide trench) . -. - `1 -- - 12)STONE FOR THE ABSORPTION TRENCHES SHALL BE WASHED. CRUSHED STONE THAT I5 CLEAN,DURABLE AND BE NO LARGER THAN ONE AND ONE HALF INCHES OR SMALLER THAN --_ . Flow Rate (Gals/Day) THREE-FOURTH INCH DIAMETER(TYP.) . Percolation 13)WHEN THE TRENCHES HAVE BEEN EXCAVATED,THE SIDE AND BOTTOM SHALL BE RAKED TO SCARIFY AND SMEARED SOIL SURFACES. TYPIC/�e i ! Rate 2 bedrooms 3 bedrooms 4 bedrooms b bedrooms 6 bedrooms 14 CONSTRUCTION UIIP AL LOT LA J OUT Min./Inch ) EQ MENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION TRENCH SYSTEM TO PREVENT UNDESIRABLE OVER COMPACTION OF THE SOILS. NOT TO SCALE 220 260 300 330 390 450 440 520 60.0 550 650 750 660 780 Soo _ 15)EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX.(1/8"PER FOOT). INSTALL 4" PERFORATED PVC SDR 30 DISTRIBUTION LINES(HOLES DOWN)AT A SLOPE OF 1/32" TO 1/16"PER FOOT TOWARD THE END OF THE LATERALS. CAP ENDS OF LATERALS. MAXIMUM GRADE I - 5 92 108 125 138 162 187 184_ 216 250 230 270 312 275 325 374 LENGTH OF LATERAL IS 60'. 6- 7 110 130 150 165 195 225 220 260 300 275 325 375 330 390 450 16)THE DISTRIBUTION BOX SHALL BESET LEVEL AND ARRANGED 50 THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE.ADEQUATE PROVISIONS SHALL BETAKEN TO Q A55URE STABILITY AND PROVIDE ACCE55 FOR INSPECTION OF THE DISTRIBUTION BOX. SEE DISTRIBUTION BOX DETAIL. 12" MAX. 8 - 10 123 145 167 184 217 250 245 290 333 ,306 360 417 367 433 500 COVER REMOVABLE COVER _ CONCRETE- 4OW PSI 11 - 15 138 162 188 207 244 281 275 325 375 :344 406 469 413 488 56 17)THE PIPE CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINE SHALL BE A TIGHT JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT 3 ITS LENGTH. REINFORCEMENT, ASTM A615-GRADE 60 ASTM A185-GRADE 65 16 - 20 158 186 214 236 279 321 315 372 429 ,393 464 536 472 557 643 II • ENTRAINED AIR. s.oz-v. z ._ "�_ -: 18) DISTRIBUTION LItS SHOULD BE INSTALLED PARALLEL TO THE FINISHED GRADE CONTOURS. THE MAXIMUM CR055 5 OP OF TH W7 T a .� L E . E O 5 SHALL NO EXCEED 15%. SPEED LEVELER I. BAFFLE MEETS asTy ca90 . DEVICES FOR THE DISTRIBUTION BOX ARE REQUIRED. - INVERT 21 - 30 184 217 250 275 325 375 367.' 433 500 '159 542 625 550 650 750 INLET 2'MIN ELEV. coNTRACT�t rD usE SPEED LEVELERS as _ 19)FOOTING DRAINS AND SUMP PUMP DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. . SUPPLIED BY FORT MILLER TO EQUALIZE . I..I I....I II I I......I.I.III.I I�I I.I,I.I�,I1�1.I.I.I III I II I1 I�,.-I.I.�III.�.�..II I.�-I 1�.�..�I 1.I.�I I,.....I��..�1 I I I�I I1 s.I I.I 1.I.I,.�.I1..�.I1 I I�.�I�I 1I..I..��1�I.III.I.,I..�I.1..�1.�I.�..I.1.,..�I.I.:...I.-.�.-I�.I II 1-.I.I.�I.��I.I�.I.�-I-.I I_-...I.�II 1�I II�-...I..��I....I..I I.I.��.�II..,I.I��1-I.1:I�..-.I I�..II...-��.I��.�-.I-.......I..��.1 111�:III-.,II.I I..I�I�1I.I II.I�,�..1..��.�.....�,.I I..I��.I.-...1-�I.II��I..I I��II.I...I I I.�-1...I I 1I I.�.�I�.....�.I,.��I..�.I..1I-.I.�I I."I..... . FLOW. . OUTLET - 31 -45 220 260 300 330 390 450 440 520 600 Ei50 650 750 660 780 900 20)CONTRACTOR TO COMPLY WITH ALL O.S.H.A.AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION, 0 O . NOTE: 1 '-5' 1. PIPE JOiNTS TO BE SEALED WITH . . 21)AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO OCA URI CA L TE B ED BLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING -_ . .1 ,- - ASPHALTIC MATERIALS OR EOU/VALENT.. (j _ 333 4 5 - " 460 245 290 367 33 00 489 578 667 612 722 833. 734 867 1000` DAYS PRIOR TO DIGGING,DRILLING,EXCAVATING,DRIVING POSTS,ETC. . . 2. INVERT ELEVATIONS OF ALL - 12" MIN OUTLET PIPES MUST BE EOUAL.. ..1 LEAN SAND OR PEA GRAVEL .. 22)CONTRACTOR SHALL COORDINATE ANY FILL PLACEMENT WITH ENGINEER. A PERCOLATION TEST SHALL BE COMPLETED AFTER COMPLETION. ANY MATERIAL WHICH DOESN'T MEET THE 6- J: THE SLOPE OF OUTLET PIPES D©Sln Nat Require 30 MIN/TN PERCOLATION RATE WILL HAV TO B R A BETWEEN THE Des rR/BurloN Box g .q Dosing Or Alternate Desrgn Required E E EMOVED ND REPLACED WITH ACCEPTABLE MATERIAL_ CARE MUST BE USED TO ASSURE THAT OVERCOMPACTION DOES NOT OCCUR. . TRENCHES ARE TO BE CUT IN THE FILL AFTER COMPLETION. -A SMALL TRACK MACHINE SHALL BE VSED ONCE FILL.IS IN PLACE. NO RUBBER TIRED VEHICLES SHALL BE ALLOWED ON THE FILL AND THE DISTRIBUTOR LATERALS AT R A SHOULD BE 1/8". PER FOOT. M E I L. THE PERCOLATION RATE OF THE FILL FOR SHALLOW ABSORPTION TRENCH SYSTEMS SHALL BEE UAL TO OR LESS LONGER IN URATIO T A T YING NATIVE SOI . SEE"SHALLOW ABSORPTION TRENCH DETAIL'_ Q ( D . N) H N HE UNDERL L. "Greater than i,000 ft of trench requires Alternate Dosing 1 DISTRIBUTION BOX 23)ALL STUMPS ARE TO BE REMOVED FROM THE AREA OCCUPYING THE OWT5. .. N.T.S. BY FART MILLER OR EQUAL 24)ROCKS AND STONES LARGER THAN 3 INCHES IN DIAMETER SHALL NOT BE USED IN THE BACKFILL FOR THE ABSORPTION TRENCHES. A' PERK. PVC 6'-0' OC: TYP, 25)THE MAXIMUM DEPTH OF ANY ABSORPTION TRENCH I5 30 INCHES.REFERENCE IS MADE TO T A RP O TR TORSQiL FIX± SETTLING E HE BSO TI N ETCH DETAILS. _ BORING LOG: - - -1 - =3L13 11 1-. 21I11L 26 A MINI U ISTANC O Ail - -III (TESTS COMPLETED ON 5/30/06 BY NORTHEAST LAND SURVEY AND LAND' ) M M D E F 20 FEET IS TO BEM INTAINED BETWEEN ANY OPEN DRAINAGE AND THE OWTS. 111 1111=1 II - .. - - -DEVELOPMENY CONSULTAPFrS;P.C.} - - - _ .=LILY- . 27)IT I5 ANTICIPATED THAT THIS SUBDIVISION WILL REQUIRE OWTS DESIGNS UTILIZING CONVENTIONAL ABSORPTION TRENCHES(NO FILL RE UIRD ,SHALLOW FILL ABSORPTION s >! 8CKKFILL Ills=! EARTH TERRATEX NO, 2 NONWOVEN" Q )BACKFICONSTRUCTION FABRIIC OR BORING #1 0"-8"TOPSOIL TRENCHES A MAX OF 30 INCHES OF FILLINCLUDING TOP50IL AND A MODIFICATION OF THESE DE5I6NS UTILIZING A 50IL ADMIXTURE (A MODIFICATION OF THE.SOILS TO REDUCE THED UNTREATED BUILDING x I=1 �Ilt -1111= PAPER oR STRAW 8'-48"SANDY LOAM WITH SMALL STONES GRAVELL PERCOLATION RATE IN CIRCUMSTANCES WHERE THE EXISTING UNDERLYING SOILS HAVE A PERCO AT T A T TIII- lllli = ( � IN NOTE.NO. 28. ION E ATION IS DESCRIBED L RA E F 5 ER HAN ONE MINUT PER INEH). SOIL MODIFIC -, 48`-96" SANDY LOAM WITHLARGER.STONES 0 a O r�eN Gt� _ O a' PVC MAN. NO INDICATION OF GROUND WATER . r- Iv RAKE ANY JOINT . . TOP OF AGGREGATE SMEARED PERFORATICIN BORING# 2 0"-8"TOPSOIL 28)SITE MODIFICATION FOR TOO RAPID PERCOLATION RATE SOILS . TO BE WITHIN R x TRENCH 8"-84"SANDY LOAM WITH SMALL STONES (GRAVELLY) 6'-12• OF SURFACE 'D z m WALLS . z i p NO INDICATION OF GROUND WATER WHERE SOILS EXIHIBIT A PERCOLATION RATE FASTER THAN ONE MINUTE PER INCH AND ALL HORIZONTAL AND VERTICAL BOUNDARY CONDITIONS AR MET THE SIT AY B O I A E E M E M DIF ED VI Qq BORING#3 0"-8"TOPSOIL A SPECIAL GUT AND FILL SYSTEM. ALL SOIL SOUNDED BY TWO FEET FROM THE PROPOSED ABSORPTION TRENCHES LE.HORIZONTALLY AND VERTICALLY SHALL 8E REMOVED AND BLENDED 8'-84" SANDY LOAM WITH LARGER TON WITH FINE SAND OR SANDY OA A ( )RI S ES (GRAVELLY) L M ND REPLACED IN SIX INCH LAYERS WITH MECHANICAL COMPACTION TO THE APPROXIMATE DENSITY OF THE ON SITE SOIL. PERCOLATION TESTS OF THE 41 24 f CRUSHED STONE OR WASHED GRAVE. r --I i T NO INUICAIION OF GROUND WATER STABLIZED BLENDED SOIL COUPLED WITH PROPOSED AT Y F :OW RAT 5 A GRl]UNDWATER,BE DROCK 3 4 O 11/2' D L L E SH LL BE USED TO SELECT THE TOTAL LINEAL FOOTAGE OF DISTRIBUTION PIPE NEEDED. THE BLENDED SOIL t]R IMPERVIOUS LAYER BORING#4 0"-8"TOPSOIL PERCOLATION RATE SHALL BE IN THE FIVE T0.60 MINUTES PER INCH E E RANGE. CONVENTIONAL ABSORPTION TRENCHES SHALL BE CONSTRUCTED IN THE BLENDED SOIL BLENDED SOIL SHALL ., . - ` 8'-84'SANDY LOAM . . .. BE USED FOR TRENCH BACKFI A O T LL 6 VE HE A6GRE6RATE AND PERMEABLE GEOTEXTILE,UNTREATED BUILDING PAPER,HAY OR STRAW. REPLACEMENT GRANULAR SOIL WITH A PERCOLATION . CROSS SECTIONAL VIE LONGITUDINAL VIEW NO INDICATION OF GROUND WATER . RATE OF FIVE TO 60 MINUTES PER INCH RANGE MAY BE USED TO FILL THE EXCAVATION IN PLAC W A "- " E E OF BLENDED SOIL. ALL.OTHER CONDITIONS NOTED ABOVE SHALL BE MET. TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC BORING #5 0 8 TOPSOIL .. - . UNTREATED BUILDING PAPER IM PERMEABLE W-90"SANDY LOAM . GEOT XTILE 13R 4' AYER .. . , E k OF STRAW . - - I---I NO INDICATION OF GROUND WATER , -11 Ilr Ill - , . _ _ . . I - I111_I111=i1I . 0 1II1= U O m cr o O " . O O 2 MIN. . ::. BACKFILL WITH ATIV - . FLOW N E SOIL EQUAL 70 , .. 0 0 0 0 o PPRROLINE E DS OR LESS THAN PERCOLATION RATE. Q U' .O . 4p OO 00 L 4 Cam. ( PLACE IN 6 MAX. LIFTS WITH MECHANICAL . 00 8 . COMPACTION VIA TRACK TYPE MACHINES. PERCOLATION TESTS: . SLOPE PIPE 1H8'-I132' PER FT. . - SP IN TRENCH BOTTOM TO BE NEAR FOR STORMWATER MANAGEMENT .. . . . . AC G OF ABSORPTION TRENCH 6 O.C. G DRYIIVELLS LEVEL AND RAKED BARRIER MATERIAL . . . AND INFILTRATORS LOT PERCOLATION TEST RENCH PROFILE MAX.. StaE SLOPE 3:1 S. . . NOTE: TAPER TO EX. GRADE 6-0" TYP. 24. TYP. (TESTS BY MARK HRIMSHIN OF NORTHEAST LAND SURVEY AND LAND . (TESTS BY MARK HR{NISHIN OF NORTHEAST LA DEVELOPMENT CONSULTANTS P.C.ON JUNE 8 2007 AT A P DO ALL !TRENCH TRENCHES IN WET SOIL. 20 ND SURVEY AND LAND " ADP DO OF MINIMUM TAPER LENGTH . . D PT#3 TEST TAKEN AT 48 DEEP IN SAND f !VD GRAVfEL 30' A T INSTALL TRENCHES PARALLEL TO CONTOURS. EVELOPMENT CONSULTANTS, P.C.ON JUTE B,2007.ALL TESTS ARE LL ESTS ARE THE RESULT OF A MINIMUM QF A 30 MINITTE INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET A30%C NOTED MINIMUM DEPTHS. " 2' THE RESULT OF A MINIMUM OF A 10 GALLON 1 NO EVIDENCE OF GROUNDWATER PRE-SOAK AND AN AVERAGE OF FIVE STABILIZED READINGS. . . RAK SI T M 6 -12. 1 HOUR PRE SOAK AND E ) E DES AND BOT OM OF TRENCHES PRIOR TO PLACING CRAVEL. AN AVEriAGE OF FIVE STABILIZE!?READINGS. - V A ' ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. " - 3 ) A ER GE 1 IN 2 M{n. 2 .PERCOLA T TtON TEST FOR LO No. 14: 1' _ 2 MINUTES CONVENTIONA ADS RP p[ ORIGINAL GROUND SURFACE. PT#1- TEST TAKEN AT 48"DEEP IN SAND ANiS GRAVEL PT#4 TEST TA " L L� O T I O N TRENCH D ETA I L KEN AT 48 DEEP IN SAND AND GRAVEL I.I.��1 1 I I.I I1�II I 11 5' 1' = 2M NO EVIDENCE OF GROUNDWATER NO EVIDENCE OF GROUNDWATER PERCOLATION TEST FOR LOT No, 1 tNUTES " II ....�I I�.-.��I-I I I��I L AVERAGE = 1"IN 3 Min. _ NOT TO SCALE :, :', 6 6 -12 114TO EX. SOIL AVERAGE 1 IN 2 Min. 7/ . . CLEAN, WASHED .. NEW YORK STATE DEPARTMENT OF HEALTH GRADED GRAVEL DISTRIBUTION PIPE TYP. PT#2 TEST TAKEN AT 48'DEEP IN SAND AND GRAVEL PT#5 TEST TAKEN AT 55 DEEP IN SAND AND.GRAVEL Glens Falls t3lstnct QfftOi ^ 30'-48" NO EVIDENCE OF GROUND 3/a 1 t/2 WATER NO EVIDENCE OF GROUNDWATER AVERAGE = 1' IN 4 Min. ., AVERA E = 1" _ Refer r� G . 2 Mln. to fi st sheet for�Iproved date and atgnatule: _24 . N . SEASO AL NIGH GROUND WATER. . . IMPERVIOUS LAYER, ROCK . UD I IVIDUAL SEPTIC SYSTEM DESIGN DETAILS Y.S. DEPARTMENT OF HEALTH TEST PITS.. DATE . 2 RECORO.OF WORK DRN CFN( APPR JAN. 5, 2008 . . - BR A, . TOWN OF: QUEENS,RY ENNAN ESTATES SUBDIVISION . _ 'Y ,: 10/12/06 .REVI"S PER FIRE MARSHAL COMMENTS DA.S. - 1 .c -- PREPARED FOR tt . . Ca NOTE aECARowc coNslRucTloro - "f % 11 06 . T.P DOH #1 O'- 12"HUMUS/TOPSOIL CONSTRUCTION AND SIZING SHALL BE THE SAME AS FOR CONVENTIOI4AL ABSORPTION TRENCHES, : " ,;a /20/ OF ASNALT PATH ADDED K-E.M. COUNTY OF: WARREN EXCEPT THAT THE TRENCH SHALL BE ONLY & TO 12 INCHES DEEP IN ORIGINAL GROUND. P/ THOMAS BRENNAN 12'- 96'MEDIUM TO COARSE SAND. _ - _ - � I . - - t .1. 4... MW.REN9aNs PER COMMENTS FROM THE . . k 00/07/07 HIGHWAY DEPT., WATER DEPT., PLANNING DEPT. O.K.S. AX ID N0. 315,00 112 96"NO EVIDENCE OF GROUNDWATER ��V A B J O R PT (` :I ( ION T R E_N H SECTION 4.. TOWN ENGINEER NOTED ALE: As & 315.00 1 12.2 I ( H T _ ., P F T.P. DOH#2 O" 12 HUMUS/TOPSOIL „:- . f 0 t Oe O2 O7 REMSIONS PER TOM ENGWER 00UMENTS 9 NORTHEAST LAND SURVEY$I . . 12'- 108"MEDIUM TO COARSE SAND 1 f / � DAND 07/10/07 AND MEETING DATED 07/31/07 D.K.S DRAVM BY: AK O •r J . - 1. Z . LAND DEVELOPMENT CONSULTANTS, P.C. i Oti'NO EVIDENCE OF GROUNDWATER - ... NOTE 101 A - 10/11/07 TREE PLANTING REASED ® 'C' D.K.S PARADE GROUND!VUAGE .. DO NOT INSTALL TRENCHES IN WET SOIL. t>rV P.O..BO 2 40 INSTALL TRENCHES PARALLEL TO CONTOURS. .AND gIRjWht MALTA. N.Y. 12020 09/1S/OB MtSC. RENSIONS PER NYSDOH COMMENTS D.K.S. CHECKED BY:. LW iIWHA'A .Cr INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS_ - GaNetLTANrs,pL_ (518) 899-7339 - III I. . RAKE SIDES AND BOTTOM OF TTRENCHES PRIOR TO PLACING GRAVEL. . - ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. SIGNED AND SEALED PURSUAN( . TO SECT. 7208. PARAGRAPH N . APPROVED BY. DATE: FEB. 2O; 2006 PROJ. INO. 05-200 DWG. NO. 06-144 :. SHEET 7 O• 11 OF THE STATE EDUCATION LAW. _ . WATERLINE CONSTRUCTION NOTES_ ��7I�..1 I�+"'�,.I.�',��'-1-I,\..''.11I..;..I.I..,�I 71-1I y',,u EXISTING GROU140 EXIS '. �1 .I.I.LI��IIII I..I 14.I I.II�1 I.I I�.L I�..�I�.I�I�...I'III��I..-I�I-I I�IL I I�.IrI ._��'..1I��7��-.-.I 0 A.....��I,.�I�I�.,II-I,,.�..-'-___�I"I.--I--,-�_I�._..-.\B-.I�.�_-fi f\_.-_"_�c'�"I-1..rI�I"II.I 1."1.I 1.-_"..I,1I�'.-"�1-)A7'-""II\",.�"-'\.�;� .�..:.I�1I�Id..I..�:��I.I-.I r.�,.1�.�...��I III I�I A"..�� IIC I-.�II1 I.:w..L�'.-.I1.ILI F�a.-.),IL;- II i)r.. II 1. ALL ELEMENTS OF THE WATERLINE CONSTRUCTION INCLUDING BUT NOT - -'Y 5::;`:: Ill i m. . r 1 .,... - ... LIMITED TO MATERIALS,SHOP DRAWINGS,METHODS OF CONSTRUCTION, METHOD OF SHEETING AND BRACING THE PIT. DETAILS SHALL BE ! III ��.��_IIl1-�-niI,-1r�I . TESTING AND DISINFECTION ARE TO BE APPROVED BY AND IN PREPARED BY A LICENSED ENGINEER. f I. Iw _ - ADJUSTABLE ADJUSTABLE ACCORDANCE WITH THE DESIGN AND CONSTRUCTION STANDARDS OF THE STEEL c.ASH'IC, PIPE _ CARRIER PIPE BELL VALVE eox vALVE BOx TOWN OF QUEENSBURY WATER DEPARTMENT DATED MARCH 7, 2006. THE C. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN . SPECIFICATIONS CONTAINED IN SAID STANDARDS ARE TO BE MADE A - , / \ � . ACCORDANCE WITH THE NEW YORK STATE DOT MANUAL.OF UNIFORM •• � - SUPPLEMENT TO THESE PLANS A PERMITANDA PRE-CONSTRUCTION / ,.� _ • TRAFFIC CONTROL DEVICES(MUTCp)AND WITH THE REQUIREMENTS Z MEETiNGISREQUIREDPR/OR TO THEACQU/S/T/ONOFMATERJALSAND OF THE WARREN COUNTY DEPARTMENT OF PUBLIC WORKS. � . COMMENCING CONSTRUCTION. CONSTRUCTION INSPECTION OF THE - - VARIES CARRIER PIPE BARREL (4' MAX) WATERLINE/NSTALLAT/ON WILL BE CONDUCTED BYPERSONNEL UNDER D. THE BORING AND RECEIVING PITS SHALL BE ADEQUATELY •L SIZED TO NOTE: VALVE BOX IS MOTTO 'n VA V THEEMPLOYOFTHETOWNOFOUEENSBURYWATERDEPARTMENT. ALLOW FOR THE INSTALLATION OF JACKING AND BORING EQUIPMENT STEEL siRaPPIr•u; ,1 l R sT ONE E OR PIPE LINE . \ . AND ALLOW ADEQUATE WORKING ROOM. . 2. THE WATER MAINS AND FITTINGS SHALL BE CEMENT LINED AND " < .. . . - . - - -- - BITUMINOUS SEAL COATED WITH A RATED WORKING PRESSURE OF 250 PSI E. THE CONTRACTOR SHALL MAKE TEST EXCAVATIONS TO CONFIRM , ( ) O THE DUCTILE IRON PIPE AND SHALL BE A MINIMUM OF CLASS 52 UNLESS .-; . .. LOCATION AND DEPTHS OF THE EXISTING WATER MAIN AND OTHER - ; OTHERWISE SPECIFIED BY THE QUEENSBURY WATER DEPARTMENT. PIPES _ • . .1-I,J. GATE VALVE GATE VALVE WITH UTfLITIES AND TO DETERMINE EXISTING SOIL CONDITIONS. ''� . - �. NOW-RISING STEM SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA SPECIFICATIONS PRESSURE TREATED wnor, BLo.nn'.I; • ' C150 AND C151. SERVICE LATERALS SHALL BE AT LEAST Y."INSIDE F. CASING SHALL CONFORM TO ASTM A252 GRADE A36; MIN.WALL S IRAPPED I'D CARRIER PIPE WI 11I HIN. DIAMETER AND SHALL BE OF K COPPER,ANNEALED AFTER COILING, THICKNESS 0.25 INCHES. 14,-o SETS PER PIPE LEr,c rTt CONFORMING TO THE REQUIREMENTS OF THE LATEST ASTM DESIGNATION EXISTING HAIN `; B-88, INSTALLED AT A MI'MIMUM DEPTH OF 5 FEET ON PRIVATE PROPERTY G. CASING SHALL BE INSTALLED BY THE BORING AND JACKING METHOD. - - AND A MINIMUM OF 6 FEET WITHIN THE TOWN RIGHT-OF-WAY: CURB BOXES - SHALL BE INSTALLED AT THE EDGE OF THE RIGHT-OF-WAY. NEW TAPPING SLEEVE � - . H. EXCAVATION CASING AND CARRIER PIPE INSTALLATION SHALL BE . CONTINUOUS AND WITHOUT INTERRUPTION. - .. I. 3. WATER MAINS WILL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA ROAD BORING CARRIER PIPE INSTALLAIIOI�J CtNNEC I. TION TO EXISTING WATERMAIN VALVE INSTALLATION . DETAIL II 1. C600 BY THE CONTRACTOR AND CERTIFIED 8Y HIS ENGINEER. THIS TEST 5. WHERE THE GROUNDWATER IS ENCOUNTERED OR THE SEASONAL HIGH ) (} - - , . IIC T T.. SCALE NOT TO SCALE. NOT TO SCALE , .;- WILL BE AT 1-1/2 TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM GROUNDWATER TABLE IS LESS THAN 7 FEET BELOW GROUND SURFACE, r .PRESSURE OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM RATED . ...,. HYDRANT DRAINS WILL BE PLUGGED AND A BRASS TAG WILL BE ATTACHED CAPACITY OF THE PIPE OR FITTINGS ATTACHED. LEAKAGE SHALL NOT TO THE HYDRANT INDICATING THAT THE DRAINS ARE PLUGGED. - • . .. EXCEED THE OMITS SET BY AWWA C600. CERTIFICATION OF THE . . , -. . ' PRESSURE TESTING:WILL BE SUPPLIED TO THE QUEENSBURY WATER , . . DEPARTMENT PRIOR TO DISINFECTION. THE WATER MAIN SHALL BE , ' . FLUSHED AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE f I. DITCH SECTIONS (T leai -DEPARTMENT OF HEALTH STANDARDS AND AWWA 651. THE COST OF ALL BORING NOTES FOR war€R MAIN COu o THRUST BLOCK DETAIL S TESTS AND DISINFECTION WILL BE BORNE BY THE CONSTRACTOR AND/OR - - NTY R AD CROSSING: (ILLUSTRATION #M) DEVELOPER, THE CONTRACTOR AND/OR DEVELOPER SHALL COORDINATE (ILLUSTRATION #I) . . • AND SCHEDULE THEIR TESTING AND DISINFECTION WITH THE QUEENSBURY 1. IF THE BOTTOM OF THE FRONT FACE OF JACKING OR RECEIVING PITS ARE TO BE WITHIN A • WATER DEPARTMENT. 1 • 1 SLOPE OF A LINE S FEET BEHIND THE EDGE OF PAVEMENT THE CONTRACTOR SHALL . INSTALL SHEETING TO PROTECT THE EXISTING ROAD AND SHALL SUBMIT DETAILS OF THE ; - \�- y T PROPOSED METHOD OF SHEETING AND BRACING THE PIT.DETAILS SHALL BE PREPARED BY A �<( �, 4. NOTES REGARDING THE WATER MAIN CROSSING OF CORlNTH ROAD AKA LICENSED ENGINEER. �; \;f,I COUNTY ROAD NO.28. ,:,'. , ��9 . .. \1� \ sllllaw,. SuiiaDleXCYvale4 - ' xcavat Mallaria6 2, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THI:WARREN COUNTY DEPARTMENT �� ` "'' \� Excavated OF PUBLIC WORKS.A.UTILITY WORK PERMIT SHALL BE OBTAINED FROM WARREN COUNTY •. . A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE WARREN PRIOR TO COMMENCING ANY WORK WITHIN THE COUNTY RIGHT-OF-WAY. •.\%I - COUNTY DEPARTMENT OF PUBLIC WORKS. A UTILITY WORK PERMIT \/\ . 3. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE NEW I �Pr ' SHALL BE OBTAINED FROM WARREN COUNTY PRIOR TO COMMENCING YORK STATE DOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES' MUTCD AND WITH TH ,\ -''^-_ L/( ) W E I I �. { ANY WORK WITHIN THE COUNTY RIGHT-OF-WAY. REQUIREMENTS OF THE WARREN COUNTY DEPARTMENT OF PU$LIC WORKS, I \� . \� S-�� Y $ekdfd Fq N _- e f (Tan,peA) `=f .(7aalPed) 4, THE BORING AND RECEIVING PITS SHALL BE ADEQUATELY SIZED TO ALLOW FOR THE � „• „ . < B. IF THE BOTTOM OF THE FRONT FACE OF A JACKING OR RECEIVING PIT AREA A A. �\ . INSTALLATION OF JACKING AND BORING EQUIPTMENT AND ALLOW ADEQUATE WORKING 1 .. •' Pive . IS TO BE WITHIN A 1:1 SLOPE OF A LINE 5 FEET BEHIND THE EDGE OF Roots. PPIp®... .. PAVEMENT,THE CONTRACTOR SHALL INSTALL SHEETING TO PROTECT `_ THE EXISTING ROAD AND SHALL SUBMIT[?EYRIES FOR TWE PROPOSED 5. THE coNTRAc7oa SHALL MAK s �: `.•:�.:;.�7'.,.rrFf: :\� \ comp�aed z E TE T EXCAYATION(5)TO CONFIRM THE LOCATION AND - ." r:..;:..,�:•a�. ,,.>:? \ ;,_ DEPTH OF THE EXISTING WATER MAIN AND OTHER ULILITIES AND TO DETERMINE EX TIN POURED . IS G F _ 1� _�5� . SOIL CONDITIONS. . . (BEARING AREA REFERS TO SURFACE AREA CONCRETE EARTH CUT . 6. CASING SHALL A(iAll•!57 UNUISTUREIED FART}{)' - LZ ICJ CONFORM TO ASTM A252 GRADE A36r MIN,WALL THICKNESS 0.25 INCHES. Min Min 7, CASING SHALL BE INSTALLED BY THE BORING AND JACKING METHOD. LEDGE CUT _ W . S. EXCAVATION, CASING AND CARRIER PIPE INSTALLATION SHALL BE CONTINUOUS AND . Z WITHOUT INTERRUPTION. .-. `x Xi 9. ALL EXCAVATIQNS SHALL BE PROTECTED WITH A 4 FOGY NIGH SAFETY FENCE.ANY / F DI . . EXCAVATIONS WHICH MUST BE LEFT OPEN OVERNIGHT SHALL BE BARRICADED IN - _'-t .. w ACCORDANCE WITH MUCTD AND OTHER NYSDOT STANDARDS. ' (� \ a 1 ' J \ y /1 - __ 10, FILL ANNULAR SPACE AROUND CARRIER PIPf,IF GREATER:.THAN 6 INCHES WITH PEA I '%I ' � / -I ---••--T�' " STONE, SAND OR GROUT. ,. . 11. ENDS OF CASING SHALL BE SULKHEADED WITH BRICK AND MORTAR OR APPROVED EQUAL "_ F \• ,I�, I AND FURNISHED WITH WEEP HOLES AT THE TOWER END OR BOTH SIDES IF INSTALLED LEVEL. \ ;.T T m u 12. NO STORAGE OF MATERIALS OR EQUIPTMENT IS ALLOWED ON THE EXISTING ROAD ; ' �' �1 b a CURB sox PAVEMENT OR SHOULDERS. ' ,. b 0- �..,�.j.? , CORP STOP 13. THE JACKING AND RECEIVING PITS SHALL BE BACKFIkLED WITH'SELECT GRANUtAR FILL POt1R f . . MATERIAL TO 1 FOOT OVER THE TOP OF PIPE.THE REMAINDER OF THE BACKFILL SHALL BE ED I . . . . . . SUITABLE EXCAVATED MATERIAL. CONCRETE / . - DETAIL OF HYDRANT INSTALLATION (Typical) 1 �iYPE K COPPER TUBING /Z CURB STOP -+ . . 14. EXCAVATIONS THAT DISTURB SURFACE MATERIALS AND SUBBASES ADJACENT TO _ CONCRETE THRUST BLOCK AREAS ! ,. '- -""--- --- 1 : (ILLUSTRATION qIV) EXISTING ROADBED SHALL BE REPLACED WITH LIKE MATERIALS OF THE SAME THICKNESS. I _ j - (IN SQUARE FEET). p /� SOf BEARINGARE_AINSQUAREFEET SERVICE CONNEC i ION DETAILS . .. PIPE TEES,90'BENO$ 45'&22 1/2'i N.T.S. . . 4 HYDRANTS_ BENDS AREA..A., AREA.:B... t EXAMPL&Of 4,40EPENUANI CLAMPING ON lil'OftANT INSTALLATION - 4 $g J 2 . g• 3 2 . IN-THIS EXAMPLE WE ARE DISPLAYING JOINRESTRAINT-nd MECHA1Netr.L - - - - - - - ' . ' - - ° - - _ JOINT TEE,VALVE AND]IN ORAH7 TAKE CAREFUL HOTS THAT THE VALvE 15 _ _ - - _ - - - _ - 1D - - _ _ � CLAI:IP ED TO THE TEE.TIIEII 11E 11YORAfII HA3 BEEN CLAMPED TO THE VALVE - _ _ 4 3 _ , - I - THUS WE USED THE TERM WDEPt HGENT CLAMPING,THEREFORE IF H\ORANT - - _ _ _ _ _ _ _ _ 12•' .- - WAS DISLOGDED OR REMOVED,THE VALVE REMAINS NI CLAMPED POSITION _ _ _ __ 5 J -- ° T. N01 16" g 9 . .• BI.L EWABLES011.18EARING PRESSURE SPECIAL 20 i? T 6 - THRUST 8 REACTION BLOCKS WILL BE REQUIRED 21 • ---- I<` IN SOF 1 SAND. CLAY OR RECENTLY PLACED F►LL. _ ' _ . I , . . . . . . . . . . . ..- 1 -- 1 _ .. .... . I 1 - , . , : Disin ('Cc( Il)1.1 i�uideIili . es . . . IABCI+A (IllustlatiuN V - NCAL JOINT - - - - ) _- - - - .. I ` - .. .I _ - - HYDRANT .. - : : . .- - -- - � � _ I - � - - _ - - - - - . - - - . `l Q'uantil ' of 1 I�',ochlorite Requited uileLl for SU 1 VALVE BOx r I 1 MAW'lAIN Y BETV,.EEN - I - - - - _11.g 1.... - _ - - _ _ - - _ - _ _ _ - - - - Z` IS MIN / ' C)f A•ailable i`hloririz el t >t f( . P 0 gl IIITe . I . . 1 . .i - I I - _ _ -._-_,-_ s• Pipe DianieteL hILhes) C►uilCCS 14 7 °•o guars 14.7% _ uI -. . I ROODFO PIPE ✓ _ - 2 0.7 V.1 . . -. . - _ _ _. : . -. - ___- -_-_-- - ----��--._. .. - , - i . - - I H �� - � I � FLANGED BOTTOM (ANCHOR TEE L ANCHOR�\ - _ - I - - '. .. _'.___. - � � - - a 3.G 0 1 .. -- - NIPPLES.CAN BE USED- ,. - -- __ ____-._�_. -- - - - _ .. - i . . f. TOREPLACE) .. - .` _ _ _ _ -1 _ _ _ - - - - - - - _ - - - -' � 6 6.I Q . I. � I�i - - i-MJ.O G.VALVE_. _ '\" _ - - - - .. I - __ - - t z 8 11.8 . 0.4 - . . I - _ . - . . . . . )0 !1 O. i I8 . � _ _ �'r -h , 0,3 - t - _ ---- ( ' ./ - ti `Wit- - -- . :-:,:-><, � y 1 b oQ flEPART�AEttT OF I1LTH v , .I . T -- -- l. YORK STATE GONG - _ t+1E1N _ 1 -____- _ rwn... .BLOCK ./ � \ - . : - _ (•�yuw. YARIABL M-J.TEES - ' ., - ),I lU7 - - �1 Gle 'Falb' - 3 - � ON MAIN - --. --- __-__. .- - -3. r - _ � - - f I _ : ` / -- d dallh f I _ram - efer to first sheet for approve nWUfe. . R . . sroNi . . . . . p3 . t unc IvI I_ i_ulte�ta It ti; l tug+ WATERLINE CONSTRUCTION DETAILS 1 hiou h ,OU Fee of i pe ,it t`lUrut .{ ( es . AND SPECIFICATIONS- I __ --____. __. --- ---------._ . _-_-_ -- T t�iauletcr - I _I _ ----- . .1 F Ie IrU. 2- �LIII trc:lUO o ml (a!S00 0 Tul m1000 � TnT DATE .. :.__. _-- _. ...r . al cl (✓ 41 RECORD OF WORK DRN CHK APPR . TOWN OF: OVEEN58URY 1 (inches) BRENNAN ESTATES SUBDIVISION . 1 _------- _ : - -- - .- 10/12/05 REVISION$ PER FIRE MARSH . l ��. 1 I) U� ?1 AL COMMENTS D,K.S I - -- - - --- - 0.0_- i- .. • PREPARED FOR -------- -, -- --- --- 'i, _ E' NE 1 NOTE RE it 1 5 _ °►` I 11 20 OB CAROMIG CONSTRUCTION / / K.E.M. COUNTY OF; WARREN. --U-7 O-)S O.U 7 S F. s OF ASPHALT PATf1 ADDED h - ----- --- �*, O .v I THOMAS BRENNAN e l:� �.� 0.15 - -_ _ . - . --- :' ' Jf ;' MISS:,.REVISMS PER COMMENTS FROM THE . �I 1 06/07/07 HIGHWAY TAX ID NO. 315.00-1-12.1 & 3t5.00-1-12.2 0 7 S , . OEP7., WATER UEPT:, PLANNING DEFT. D.K.S. _ s - - t� - --- < , U', _.. - SCALE. 1 SO . • - -- .' , •�� AND TOVIN ENGINEER t0 I6 4.O 11.8 ---- - 0.4 .. . . { _.- - i REVISIONS P rT �J �^ UNAUIHORIZEO'AL$RATION OR ADDITION 10.A SURVEY 12 24 6.0 1.2 0.6 08 02 07. ER TOWN ENGINEER COMMENTS a 9 NQRT!IEAJT LAN JURV pp� - -�-._ _ - ---- --- .� / / DATED 07 IO 07 AND M_ TIN DATED o7 1 O.K.S O P CX ,`_ i.- ,j EE C 3 07 DRAWL{ BY: AK' F `�' MAP BEARING A klcENsl D LAND SURVEYOR'S SEAL Is A 16 53 13..25 2.ti I a LAND DEVELOPMENT CONSULTAN n.C. vIOLAIION OF SECTION 7209. sue-DIVISION 2 OF TFIE _. -_ -- -. ,-- 3 1 Z , Tsi.r 21 y4 ,8 U S 2 th f.. I 09/5/08. MISC. RENSK>rT5 PER NYSDOH COMMENTS D.K.S. w PARADE GROUNO VILLAGE NEW YORK STATE EDUCATION UW- 2.6 ` ___ _ - - ---- , �`,�,.,�y!�, LN o Sl R�i•Y i P.O. BOX 2140 . -- --------- � t1PD R'1rQLPI,B•tl' ►tALTA, N.Y. 12020 ' L•IJ`fi117d>'I+' - ' CHECKED BT: - -- GAJSLt TANfS PG. 51 689-7339 ONLY COPIES FROM hfE ORIGINAL OF THIS SURVEY , ( 41 . k1ARKE0 ri1TFI AN.ORKJIIIAL OF THE LINO SURVEYOR'S L'._._ . -_.t EA180SSE0 SEAL SHALL BE CONSIDERED To 9E vnuo SIGNED AND SEALED PURSUANT - IRUE COMES,' TO SECT. 7208 PARAGRAPH . N . OF THE STATE EDUCATION LAW: _ - APPROVED B'i: :. DATE: . FEB: 23. 3006 PROJ:NO. 05-20D DWG_ NO. 08-111_ SHEET 6' OF I h . 0�. 0 162 , Cm low iOilmw OL v ice a&.Amdh& .; \ 1 SIGN \ "CROSSING, / 1 , NM I I IRE It \ MN 1EL / 1\ AT&T I/ box 5M PH" \ J / /AY (7� � W � 98 SIGNSIGN / ^ /, � , / IRF / I STOP 3 m G'ey , WATER.VAIN $ SIGN / / / 01) LIGHT "-- /i-- �'- ` _ I/ - i" IPF ` 71 K / UTIUT ��/ATpt �t / / / CONC. MON. r Si E SIB 51N w I "" AI N""Y'T'ems\ ` L -- i —. .,� ,� f \ i / I l l f I ,,�. z ,,,�` ...... \ I \ I I ( ! / w BENT 1"SIP / / l l l / I/ 2p�WIDE / V IRE /. l I l ( � 1/2. ./ l / CUT-TING NON D/STUnB �'. / �� ( I / OF ANC v �� p �-� ," -� ,c. l i l / /� ! VEGETAT/( /y. EBUFR W (_ EDGE QF ' / // /� / worms / / '-...,t l ! / / PR / / I rED /// J � - � - YARD4JCNT � � } � v; sr � il,q,•.. I .' I ,/ / e i !• .* t<• I EXI�11rJC'BUILDINGS 391 / //// / �» I PF { /,I 1 etACkiDP ia_:,f. ..l ' iQ8 RAZED _ V s �-- / / / / ' r IPF / / / avewAr \ l 3 / \ { ,... STRBILiZED CONSUCTlON / !/ I� 1. C — — — - — / / r ( ENTRAP4CE ((TYP. / NAYA�1,7 5 9 4 e,ns ny wa e L \ / / / CEP `$ /j f 'I ( /"-�-�,� ""� ,�,� �"-IPF WAROUGHT 392 G / _tY�Tel.n I,:,I ,� ► ! , AKA / i ,� LflT-�O,4 _ L " I � / i ► _ .,� I III I t L sr _ / r .. .... , I ' __ : - / �\ - 6 •. / _ - � YARD IGH�"�, �( 1\ f- r EXiSTIN �1000 `'( 'l GAL CC. ( 393 /f// / + I �--- SF 97g ' \ SEPTIC JANK ` I L�T-�'�1�. I / / 1/ l f f 4 392 Ll s / / / NIFER�ND ! / I 3B0 I40 /i 381 ` i fI 39tS / I \ I TREE ROW `. 2 STORY 9 , L , ` 3 BEDROOM o I I 393 ► ; l I� PUS INOC#DSvr ( IPF \ FRAME HOU II ti� I ( I (( / (I Q 1 � 393 /://f ram'\, \ / _ G.F. 18F_ ` �1 \ f TO REMAIN o Y / ( // / I T 31 IT l �, I (1 I � I I / I / i � � ( a I/ G•F,E.� / _ + l 386.5 / a F loial f �.0. . #1 / a �t`I I I J l l l / / N I h 1 381.5' w + ONO. 2 _ DR1`A- I I � a w I� 1 391 3r9E1 CTION/ \ ( L4 -,� 80. r ~II 3sf SIGN !! 10 IN. f �( t I- -� »55MPH.' I (I / / //I / I I /.. 5{STEM I 1 °0 I ( \` 1 lI t /// fPLA SEPTIC / I `TEFTIC LOT O. 5 qqM 1315 ( I J I ( / /! I \I I 5Y5TEM . INYT 166 =I - W L W ) p I/ / - -- `'rT€M LOT NO...16388 //// /NG. / _ — 4BACKtTYP.) \ 7 50%-RE��E O — — — �.,. ( $ - _� 3 I ///� / S f f i AREP.TYP. I f AR2 A TYP. �^ (. 1 �'`39 I SEPTIC. 386 // �7 379 / I . I i \ — / \ ' VALVE A 3B3 EX TING O ' .3� / y � = I5Y'StEM 393 ® _ \ f HY�RANT .. 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T 24' OAK WITH WIRE _ g ,aHc h 3Q STONEWALL / f / -- �— / \ / O� \ Vie"OAK w1TH •, ,CONNECTION TO GUT CERS/ ° / 39 / / CIRF \ \ / ROOF DRAINS (TYP.)SEE DETAIL CLEA ING LIMITS \ i of TYPICAL i y 3� / ,,. / CO / f f f 47 / . j ( _ LOT LAYOUT S BIUZED CON TRUCLf N / / / ro / / "� ( ( / / / ✓ s b A .. / i {_ ITS OF�DISTURBAICE IRE ENTRANCE (T � I z oRSE )oNc' ,�� 0) NEW YORK STATE DEPART T of H BRE AN,E5TATE5 I / f / 7 J. ' I .. - Galena Falls DisiriatjOf#i�, Mo MET SIGN EROSION AND SEDIMENT / / I t�. �� I CONTROL LEGEND LEGEND I Refer to,first sheet to!aPProvad date en mignature. SIGN TYPE SYMBOL G.LR.S ......................... CAPPED IRON ROD SET • I.P.F. ....................,....... IRON PIPE FOUND CLEARING EROSION D C.LR.F.................:......... CAPPED )RON ROD FOUND AN SEDIMENTATION O LR.F..: ....:...,.:...........: IRON ROD FOUND GRAVEL CONSTRUCTION ACCESS : 116.00-2-39..... ..•..: . TAX MAP SECTION-BLOCK-LOT 8.759 P.986.. ......:.:. DEED BOOK do PAGE ' CONTROL PLAN ROCK IN PROTECTION N/F,................:............ NOW OR FORMERLY DATE - RECORD OF wORK DRN CHK APPR GRASS OUTLET SEDIMENT TRAP ;, (176.5 ...... .. ........ DEED INFORMATION :. - TOWN OF: QilEEN58URY BRENNAN ESTATES SUBDIVISION 10/12/06 REVISIONS PER FIRE MARSHAL COMMtENTS D.K.S.rt®nl OHS--- OVERHEAD UTILITY LINES 3 PREPARED FOR SILT FENCE —SF— S l MI OLIO COVER DRYWELL FOR _ �V a C r SC REVISIONS PER COMMENTS FROM THE COUNTY OF: WARREN' CONNECTION �1� _.I 'Q 08/07/07 HIGHWAY DEPT., WATER DEPT.. PLANNN P D.K.S. THOMAS BR NNAN U ECTION TO GUTTERS/ AR/0 c DE PT, O ROOF RA TYP t. AND TOWN ENGINEER SOIL STOCKPILE OF DRAINS ( ) SEE DETAIL s T F T " - - - - o TYPICAL LOT LAYOUT A)( I D NO 315.00 i 12.1 & 35 00 112 2 { r 00/02/07 DATED 07/10/070ANDEMEE71MG DATED 07/31/07 p SCALE- 1 50' - LIMITOFDISTURBANCE --- GRAPHIC SCALE �.� K5. � H � 3B9 — PROPOSED CONTOUR 1 LO 08 T4 07 REVISIONS PER 4` NORTHEAST LAND.SURVEY& *UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY SO / / EOWARDS, JACQBS AND KELCEY D.K.S. MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A / t DRAWN BY: eJJ ° �' LAND DEVELOPMENT CONSULTANTS P.C. CHECK DAM —► — ► o Zs 5o too zoo �� 7 z i VIOLATION of sEcnort 7309. sue-avlsloN 2 of THE - --- - - 1 EXISTING CONTOUR J 09/15/08 MISC, REVISIONS PER NY50011 COMMENTS NEW PORK STATE EDUCATION LAW." , D.K.S. PARADE GIi0UN0 VILLAGE, r CLEARING LIMITS �\J• LAW %fwy& P.O. BOX 2140 `ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY CURB DROP INLET. �AN� CHECKED BY: LMO DGYGOPmVr MALTA, N.Y. 13020 MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S ( IN FEET 5, P4.. (518) 899-7'339 . SF . SILT FENCE �aNrANT . EMBOSSED SEAL SHALL BE CONSIDERED To W VAUD CATCH BASIN SEDIMENT TRAP 2 inch 50 ft. TRUE COPIES" �DW TYPICAL 8' Dio. DRYWELL APPROVED BY: DATE: FEB. 23, 2006 PROJ. NO. 05-200 DWG. NO. 06-144 S14EE7 9 OF 11 l�; R • OifOlA01� n0) Lu I np tiff / L ri , / / / IPF STABILIZED CONS�UCTION /! / / r (ENTRANCE (TYP.) ill P LET46 ,4_ " IPA- 2'0� 'NL%w: J. / ' Fri / / /— / h/ /� i/!/ /MA P / !/ 381J370 i '%! ! 3(03 \ G.F.E= / I / / R/ G,Ir` 3B6.5 / I / ;j /� /�,% — n . 381.5' \ , �o '//fj I O " Q rr� / / / / l LPF l ass / I I !!! r� �/ / f ! - _ ] "" — — / pt 381 O� mu/� �� / _ _ / / ` ` �'TL+ .� IPF / l _ _ 386. !�� ; ,;, /,/f L,OT NO. 6 I j , , , --� _ ,. m r 5FPT4C / I `IEPTIC LOT O. 5 T' ! /��' -' /�! / / ( I MIkED CONIFER AND � � ! / IPq J 5YSTEM. I / 4Y5TEM f/ !� y %!!!! % \\ t - f0cptj 83fetn 38q / !! ///! / ECIDUOUS WOODS% P ! J / �REA T \ / / / _ / E s VALVE 363 CARE 38� / �i! /!! ! !! 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CD rr� c NFW YORK STATE DEPARTMENT OF HEALTH Glens Fells{District Offiw Refer to first sheet cx approved date and si n LEGEND I P g4 .. Os>i ' ER ON AND SEDIMENT I CONTROL LEGEND C..R.S ......................... CAPPED IRON .ROD SET _ LL - LP.f. ....: '.................... IRON PIPE FOUND TYPE _ SYMBOL C.I.R.F........................... CAPPED. IRON ROD FOUND CLEARING,LR:F.................. ;....... IRON ROD f0411dD LEAKING EROSION AND SEDIMENTATION 116.00-2-39............... TAX MAP SECTION-BLOCK-LOT 8.769 P.9 6......8 DEED BOOK do PAGE GRAVEL CONSTRUCTION ACCESS CONTROL, I N/F:....:....._..:............... NOW OR FORMERLY PLAN 5) ... . DEED INFORMATION O INL OUTLET PROTECTION ROCK ET/ DATE RECORD OF WORK DRN. CHK APPR t� A 1.� SUBDIVISION : t�1 Al OVERHEAD UTILITY LINES TOWN OF: QUEENSBURY RENNAN ESTATES SUBDIVISION 10/12/06 REVISIONS PER FIRE MARSHAL COMMENTS , . D.K.S. GRASS OUTLET SEDIMENT TRAP SOLID COVER DRYWELL FOR - PREPARED FOR CONNECTION TO GUTTERS {iIt O .f y I' MISC. REVISIONS PER COMMENTS FROM T COUNTY OF: WARREN (,J �}/� �+ p /� A, SILT FENCE —SF-- ROOF DRAINS (TYP.) SEE DETAIL, GRAPHIC SCALE ✓N C1 os o7 7 T1 1OMAS BRENNAN / /O HIGHWAY DEPT., WATER DEPT,, PLANNING DEPT. O.K.S. OF TYPICAL LOT LAYOUT ,. AND TOWN ENGINEER - - - SOIL STOCKPILE 50 0 25 50 ,o0 2ou TAX ID N0. 315,00 112.1.a 315.00 112.2 q PROPOSED CONTOUR - REVISIONS PERT SCALE: 1' 50' 38 1 08/02/07 TOWN ENGINEER COMMENTS DATED 07 10 07 AND MEETING DATED 07 S1 07 D.K.S. t.Fl Lc LIMIT OF DISTURBANCE ,n DRAINAGE Q� '9 NORTHEAST LAN SURVEY& — — EXISTING CONTOUR �+ , - / Oe/I4/07 GE REVISIONS PER EDWARDS, D.K.S. , D SU 'IJNAUTNOR12E0 ALTERATION OR ADDITION TO A SURVEY IN (eiET ) JACo85 AND KELCEY DRAWN.BY: ENJ LAND DEVELOPMENT CONSULTANTS P.C. MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A CHECK DAM — ► — i CLEARING LIMITS _ I IT1CI] � 50 ft. Q��j4 f 09/15/08 MISC. REVISIONS PER NYSUGH COMMENTS O.K_S. Z � PARADE GROUND VILLAGE , VIOLATION OF SECTION 7209, SUB DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. _-� P.O. BOX 2140 E s SF----- SILT FENCE . ��, LAw r MALTA. N.Y. 12020 I n CURB DROP INLET SAND CHECKED 6Y: 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY Opryr TYPICAL 8' Dia. DRYWELL lONSTLTMIFS,P.C. (518) 899-7339 MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED TO BE VAUD CATCH BASIN SEDIMENT TRAP . TRUE COPIES." APPROVED BY: DATE: FEB. 23, 2006 PROJ. NO. 05-200' DWG. NO. 06-144 SHEET—!-0 OF 11