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SUBDIVISION - WESTERN RESERVE, LLC L 03000 14 \ o ° \ \ \ \\ \ o \ \ \=� sap /F CF _ LANDS N N06 41O E / \ \ \ \ \ \ \/V0 g ¢p E \ \ \ \_ 1VQ6,°40'40"E 1g¢ �g _ / l ,! /l h l \\ \\ \ \ CARTE & BEAUDIN LANDS N/F OF 416.60 \ - N06 5'40 E \ \ \ \ \ ' - - \ \ \ 224, \ \ - I N06°02'4 "E RAWSON DENSITY CALCULATIONS WV \ I \ \ \ \ \ \- _ - - - - - FOR LOT 13 \ / \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ - - - - \ / I I \ \ \ \ \289, 1 181, 7 ' N 7°19'2 ' \ \ 302,52 TOTAL AREA 22.85 ACRES / \ \ \ \ \ \ - - � � \ � -- \ \ \ \ \ \\ \ DEL EV=515.78' � `-'�-- \ \ \ \ \ \ \ \ a DR 'ELL Yy RR-3A ZONE 3.3 ACRES I 1 \ 4'ANULAR5TO" NG LESS 1.94 ACRES OVER 15% SLOPES / - _\ \\\ \\ \\ \\ \ \\\ \\ \ \\\ \ - \ \ - / \ \ \ \� \ \ \ ` / ! I `aua :1 1.36 ACRES = 0.45 UNITS \ \ \ \ \ \ \ APP XIMATE LIMITS\ a \\ \\ o \\I\ / \ �\\\ \\ \ \ \ \ coea� INED \ \ / / S \ \ \ \ \ SR-lA ZONE 19,4E ACRES I I \ \ \ ( \ - OF CLE NG (typ.) 6 \ \ \ \ \. ...- _ - - ` \ DIAINAG I `` SO \\ \ -` \\ \ `'\ DRAINAGE ED LESS WATER LINE EASEMENT 0.79 ACRES \ \ \ \ \ \ ` p5 \ \ 1 \\ \\\\\ \\ \ \ HANNEL \ L s\ \ \\ \\\ \ _ \ \ \ \ cNANNEL (s s 'a rah IatErt,4 C_ _+ LESS POND AREA OF 0,62 ACRES \ \ \ \ ` -" � - � ,\\ \ O 18.02 ACRES = 18 UNITS I \ \\ \ \ \ \ \\ - - - \ \ \ z _ _ _ - - - - ` \ \ ` - S c LELINe I I \ \ \ \ S \ �� \ S� (. POND \ \ \ \ \ \ \ \ s l CN NNEL \ ELEV.=51720' \ t\ � ` �- \ - - _-_ � DENSITY CALCULATION I I \ \ \ \ \ \\ \ °o // �REA-6 \ I \ ` \ \ \ ` - _ - = Ao \� - - - �\ _ =` / /( �� %~ \_�Z< \ � C..j O \ \ \_ _ _ - \ / l - ENTIRE PROJECTiJC6AVATI�N \ I \ \\ \ j�� \ \ vC TOTAL AREA=1,504,335 SF=34.535 ACRES � \\ 11 I1\ 1\ \\ \\ 11 � �\\\ \\ \ \y- L v� \ \\ \\\ ��� \ \ \ \ \\ \ I \ \ \ \ \ \ B�e.9 \ \ \ \ \ \ s \ ' � 1 �- \ \ \\ - \ \ \ \ m r- RR-3A ZONE 3.30 ACRES coi�ptFUNEo \ \ \ ,.>- \ \ \ \ \ \ \\ \ \ \ \\ \\ \ `� \ \ ` \ \ \ \ � soo z I I \ \ \ \ \ s \ \ \ \ \ \ E Ev.=B37.77° I \ a \\, \\ \ \ \\ = \\ \\\ \ \\\ \ \\\\ O LESS 1.94 ACRES OVER 15% _ \\ DRAIN E\ \ E EVPO500.l2' 1 I \ \ \ \ \ ,\\ \\ \\ \ s \ \ ��\ \ \ POND \ w= 5 \\ \ \ \ \\ \ \ \ \\\\ \ \ \ \\ \\ \ 1.36 ACRES = 0.45 UNITS / \ I-- I ' W U Z SR-1A ZONE 31.2E ACRES sss LESS 3.42 ACRES OVER 15% I axaDRrWEuwmh- LESS 0.79 ACRE WATER EASEMENT ITm _ _ _ \ t L \ \ I - _\ \\\\\_ -- \\ \\ \ \ \I \ 1 \ - \ \ \ I \ W LL _ \\ \ \ LESS 0.62 ACRE POND (ELEV 462} a ANuwRSroNE wNG \ \ - ~ \ L� j 4" RF.PIPE \ _ \ \ \ LESS 1,4E ACRES NEW ROAD ROW I ® - \ 1 \ \I \ a'cPP o \\ \ - i i �,"?`\\\\\\\\\\ \1\\\ \ s V) Ld DRYWELL / I \\\ fir- 1 / wF. \ \ _ \ \\ \ \ \ C BBLEkLEDI ` \ ter( % ! ���17 ` \ 8S - 585 Z 24.97 ACRES = 24.97 UNITS \ \ 1 \ - \ \ \ �1Ts 1N roN \ r / > )t O O ELEV=484.12' APPROXIMATE LOCATION \ / coB FI E� _ _ _ \ \ \ \TOTAL DENSITY = 25.4 UNITS I I pRo / \ \ \ 1 \ \ - - \ \ PIT Nv.�ss7.zs qp\ \ \ - � ARR oRtlrcn \\ \ \ \\ \\ \ \ C 1(I ,III \ z � _! DRYWELL ( \ OF NEW MAINTENANCE \ I \ \ � \ \ \ E CAV T N \ \ \ \\ \ \ \III II \ W ELEV=489.06' �O g \ \ \ \ \ \ \ III I1 \ \ 0 C/) PROPOSED DEVELOPMENT Cy\ \ ACCES DRIVE - GRADE BE I \ \ _ _ \ \ \\ \\ \ DUAL a"PERP.PIPE�TB' 1 \ \ \ I \ \ \ \ \ \ \ \ I 8 -I Q 12 SINGLE FAMILY LOTS I �� / o ' \ INP.TRENCH \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ I I I I` L- C J W (, 13 TOWNHOUSE UNITS noN \ALONG OW IDE OF DRIVE \ J \ \ O \ \ \ (POND OVERFLOW5) \ 170 LF "PERf,XNPE \ \ \ \ \ \ \ \ \ ' . oF\ \ TO DI VFIRT/ WATER AWAY FROM , 1 \ \ \ \ ! I i I \ \ o VE"RfLo�\ \\ \ \ \\\ \\11 11 j 1 � ` _ W Cn ti� R THE REAR OF LOTS. / / ` \ \ _ , _ \ \ ` - \ COBBiNP.P�5 \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \\ III I I 7s I - \ / \ Cn BPS r�?sr9 I �'�%� \\ -\ \ XISTIN \ CCES.� ROAD BE a \\ \\\\\\ \\\ \\\ / \% \\\ \\\\\ \\\ \\\ '\III Illljl Il ` = O (n III III sao W (:D /LLB /�� I \ $� \ \\ /✓/ j .� / ./ \ \ \ AB'AND.�ON & REVE-GETATED. NF.TRENCRF. PE \\\ \ \ \ IffiO LF 4"PERFI PIPE \ \\ \ \I I I I I I III\ ` '� 7o ^'^ v 7 L-L -DRAINAGE.,,, LES TO BE CUT rovERPLow \`\ \ \\ \\ \\ iPITOVEE"RC"ow� 1 \ \ III I111 I\� _ W COBBLE LINED r • • \\oij� _ - \ - , \ \ R-T\RUNOFF A FROM LOT \ `\\ \ \ \ \ I I III I i I _ �O W W Z DRAINAGE - 'J� ` 1 ` \ \ \ \ f ` 575 CHANNEL v -Cl) LOT 9 Q� \ \ \ \ \ 210jF 4'PERE.PIPE I O 23,293 sgl.ft. G+\ \\ \ \ \ \ \ \�\\ \\ \ \4 PPs4 .2r \ INF.TREN H / JI J - - z W' I- M N 0.53 acres �HS \ \\ \ \\ \\ \\\\ \ \ J cPlr ovERPLo I / J J J W O Q �' W LOT 13 o w u ,��<<\ \\ \\ \ 570 - \\ \\ \ I / C _ N V 0 LLJ _ _ 1,138,921 sq.ft. \ \ axa1) LLMTH \ \\ \\ \ ( _ 26.15 acres q�\ \ A OXI MATE LIMIT 4'ANULAA TONE RING \\\ \\��\ \ 1 I /_ _� o y W tx0 sR C/ \ \ \ \\ OF LEAKING (typ.) \\ \ \\\\ \�__ - F- F Z LANDS TO BE OWNED \ ^ ` \\ \ �_ \ \\\\ \ \ - _ LOT #13 TOWNHOUSES I BY THE HOMEOWNER'S ASSOCIATION n�"� O\ LOT 8 q<F t° \ _ \ \ \ \\\\ _ - so 565 Q O \\ _;_- TO BE FORMED 00' 20,799 sq.ft. \ \ \ s` - LOT AREAS 48O rah 0.48 acres \ \\ \ \\ \ \\ 560 Q V) DEED FOR HOA LAND (LOT SEWAGE TO INCLUDE Q W Q UNIT A: 1,297.54 sq. ft. BLANKET EASEMENT TI SEWAGE WORKS \ \ \ \ O TRANSPORTATION CORPORATION A110N FOR THE PURPOSE L=g, /� crBO \ \ \ \ W UNIT 8: 1,297.54 sq. ft. � I OPERATING, MAINTAINING AND RECONSTRUCTING ALL R=725.0 / \ y, \ \\ \\ � UNIT C: 925.48 sq.ft. PORTIONS OF THE SEWAGE CONVEYANCE AND CL L-73.21 \ rsr O^ O6¢\ \\ \ \ \ 0 TREATMENT SYSTEM; D INCLUDE ALL SUCH HOA _ \ �9 \ \\ \ V) W UNIT D: 602.87 sq. ft. LAND AS MAY BE NEEDED FOR SUCH PURPOSES. z cPP R-70"00 A \ \ Li O = Q = � UNIT E: 625.61 sq. ft. I INV.= 71.15' �� h6 LOT 7 \ \ \ f UNIT F: 972.41 sq. ft. // \ I I - Z i- 'S I- J UNIT G: 920. 16 sq.ft, °j � �` \ �ti �� ' 23,482 sq.ft. �\ \ UNIT H: 627.65 Sq, ft. = r 0.54 acres \ UNIT I: 631.44 sq.ft. $� i J I I 9°P, r� \ 1 I I UNIT K: 906. 74 sq,ft. o UNIT K: 906. 79 sq. ft. o UNIT L: 643.05 sq. ft. 0.w /////\ _\ o r L=39. 78' 1 UNIT M: 908.24 sq, ft. z m / // / �� \ II R=25.00 \ \ sss \ \` / FULL METES AND BOUNDS PROPERTY N` // ///i ' \\ \ \\ 4 6 4, a w\\ LINE DESCRIPTION OF LOTS 13-A z� // ///// -\ \ \ \\ t /' tk 6 O a \ THROUGH 13-M WILL BE ESTABLISHED a `I I \ \o Ra Car ?p 7g °NF uti / / ( / / \ \ \ 3 AT TIME OF SALE OF INDIVIDUAL UNITS 1 I/ / ` ' \ I I I ) ` /� 9 05 LOT 6 0 9, R zz I~ z AND WILL BE FILED WITH THE DEED FOR // / 1�1 I I I\\ I ` \ „\\ �jr / 34,207 sq.ft. \ I THE UNIT AT THE WARREN COUNTY CLERKS g / // // / / \ \I I I I \\ P. e \ \` y \�// \ 0.79 acres \ a OFFICE. I / / / ( \ 11 ` \ T r/ 1 \ \ a p _ 2m m � - - - - - - _ \\\\\ \ \ / N0457o73o"E c�0 S06351 '30"W 632. 13' s4s a - - - _ \\\\\\ \\\\\ \I 1 \�809� , \ S06°57 '30"M' ,� q� m POND \\\\ \l 11 1\ \ \\ .p a6y. �^� 16 LOT 5 0 500 50 �- 510 515 520 525 530 \" 540 'O 41 0 v .may �° t1' \ 25,395 sq.ft, o A 5 WIDE SAFETY BENCH SHALL BE CUT INTO THE I n 5 535 W q S \ INV 471.06' 0.58 acres SIDES OF THE POND AROUND ALL SIDES AT AN ELEVATION JUST ABOVE THE PERMANENT POOL. IF III o LANRAwDS soN OF LIST 'q� �r ai I THE WATER LEVEL IN THE POND VARIES SIGNIFICANTLY,3Y, / 80 Ll►JT ®F DRA ►I1TINl�s N.Y.S. DEPT. ®F HEALTH APPROVAL z \ \ J III 1!( SAFETY BENCHES SHALL BE INSTALLED FOR EVERY 3 III I I to FOOT RISE OR FALL IN POND WATER ELEVATION. 1111 I I I / IF SAFETY BENCHES ARE NOT INSTALLED, THE POND AREA I I \ S-1 CLUSTER & TOIVNHiOUSE SUBDIVISION MODIFICATION PLAN SHALL BE FENCED TO PREVENT ENTRY. / // // / _ _ S-2 CLUSTER SUB. GRADING/DRAINAGE/UTILITY PLAN LOr �T 4 rrll \ \\ \�' _` //ao/ �h \ \ N °' /� a S-3 CLUSTER SUB.- SPPP NEW YORK STATE DEPARTMENT OF HEALTH °' ���.52 W A j S-4 CLUSTER SUB.- LANDSCAPE PLAN Bureau of Water Supply Protection SCO -5 CLUSTER SUB.- ROAD PROFILE & DETAILS Troy, New York V.V. / N19 18 - 0 ,. notiil \ , _ _ ` - / ° 17 \ Lr s7Cn 16.27' s°w Al� ' =0531 m S-6 CLUSTER SUB.- ,PATER & SEPTIC DETAILS �16.27 20,531 sq.f Date: Av_e� (A el 5 1' 0.47 acres z� S-7 TOI1'NHOUSE MOD.- GRADING/DRAINAGE/UTILITIES o This is to Certify that the propesad arraName+tt for water mm*and I9i M*S-S TOWNHOUSE MOD.- LANDSCAPE PLAN w subdivision in accordance wtt`y pfa ,o^<; the Office of 411e StaEs t 4#!te MfeEy S-9 TOWNHOUSE MOD.- DETAILS approved. Consent is hereby g van to (,*of m0 man on tl�s in" 'Z� Pi ti, C+f? 13✓ ` \ / Nd I o0 ofte of the my ark in aocordan w' the pm4siorW of SwWn t t t>of ilia Ife tt Las!arxf r_ I�t { a^V ° \ I /�/ /,�0° % m Section -t505 vironrre mervatbn Law. '1 0 I /�^��' I ° 2- L Te f�r'4 \ I �!/ Nh5VI r3ll- cis oo NN J %� Pvv� .E. P'"M Tf9 �4�,rL \ r3' ( 4. s \ s o N V 1 ! �,ok -B s ip� 13°r \ \\ \\ LOT 10 \ .'o W o 24,480 sq.ft. J �� �./ W W s2 �8' \ N N� \ 0.56 acres r 5z ff$IGHIVAI' DEPARTMENT APPROVAL C Q a � 62 0 � • � � \i o1° N4 \ / 4 nC7 o A 13 r90/(p/C� o o B EFFLUENT PUMP � �oo 0 0 52.� z, N111g0 00 \ za 1� Y ,7 DEPT. v HEALTH W � -° U \ '`40" B 407. �\ \ S1,.AD ®F i7E1iL11z \ \ /S°s°12 22 \ /3, 3 / 1a°' / w �, �� These plans approved b V w 41 • / 0 UvtK1 gQ EMERGENCY z� / o N rn tD Y• Py W o / o o OVE IOW K w G// \ v �? N p oVkN ff- )� 1. THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR p•~ \ \ \ 04-9 °/o ° m t" �j G TREATMENT SHALL BE INSTALLED IN CONFORMITY WITH THESE PLANS. {�� 03 2. NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION { �i• F- •�► t \\ \ i m ` \ Highwayand A. MIS Ita BEING SUBMITTED, TO AND APPROVED BY, THE NEW YORK STATE DEPT. OF HEALTH, ® 16 Z M�NT a \�\ c^� $ £ 20,341T 3 Superintendent 3. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE ��] �I o _® ''C/ \ \ A r' p r TREATMENT FACILITIES WERE INSTALLED WITH A LEGIBLE REPRODUCTION OF THE APPROVED PLANS WITH AN \\�� \� \ „ 0 0.47 acre W ACCURATE, AS-BUILT PLAN DEPICTING ALL INSTALLED SANITARY FACILITIES. c v ,\ \ LOT11 N � � o _- _ \ _ - � H o 26,203 sq.ft. 0 - m d°10'00 W 0 y� �y �j *T 4. THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WERE NO WATER SUPPLY r' IPATEiS DEPALVTjrT �PR®�y1� AND SHALL OF THLED, WITH A REPRODUCTYON OF THE APPROVED PLANS 0.60 acres b o p o NO 48 FACILITIES [�] \ \ \ Co \ 0 0 16 - E NECESSITY OF INSTALLYNG SUCH FACILITIES IN to ACCORDANCE WITH THE APPROVED PLANS. tot: j y ry1 LOT 2 �• P4 1•.LI \\ �^\ \ � � \ "'---•' 5. THE SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH W � 2 ,97E sq.ft. ZN 4k{ESE ?lgti(SAflkAPPPt ' EDfrORQQ�STRUCTI(rw THE APPROVED PLANS AT THE TIME OF CONSTRUCTION BY A NEW YORK LICENSED 1- r 55 acres j � THE WATER 0197TIk 0710 p SYSTEM_A COPY t PROFESSIONAL CP.E., R,A., OR EXEMPT L,S.) AND WRITTEN CERTIFICATION TO THAT EFFECT HALL BE SUBMITTED TO THE NYS DEPT, OF HEALTH AND THE LOCAL BUILDING CODE T� T rtON K ENFORCEMENT OFFICER WITHIN 30 DAYS AND PRIOR TO OCCUPANCY, V 1 LOCATION MAP: Sj o< rnNo w �� o to o YJ ` \ C276 T 12 r N oo MY.ChatnBes OP tfsvlatlpn rru�st �ror�c' 6. INDIVIDUAL SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED p pp FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE. �\ v 1 r 6Sqft CONNECTION TO THE PUBLIC SEWAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE/ / acres 43,698 sq.ft. SYSTEM(S) BECOMING AVAILABLE. A�N / / �1 / ,� \ � 1.00 acres\ 7. PLAN APPRO IS//LIMITED TO 5 YEARS FROM DATE OF APPROVAL, AND SHALL A "1 N1,t°41,30"E EXPIRE ON � �211 TIME EXTENSIONS FOR PLAN APPROVAL MAY BE T TAT *T n GRANTED BY THE YS DEPARTMENT OF HEALTH BASED ON DEVELOPMENT FACTS AND THE Deter 2005 PLANNING BOARD APPROVAL REALTY SUBDIVISIONS REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY poft rro R \ !dt O _.�_ 214,48, a S69002' 75"E ZONING INFORMATION: q o, -�` 19.60' BE REQUIRED TO OBTAIN A TIME EXTENSION, B t 4129/05 ' .. SR - 1A ,O�` � u \ Approved Under Authority of 8. THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK Q a Re8'D111t10 PRIOR TO OFFERING LOTS FOR SALE AND WITH py - SUBURBAN RESIDENTIAL - 1 ACRE n Ado - is-- vs WITHIN DAYS AYS OF THE DATE OF PLAN APPROVAL, 2 WRAP 8/10/05 t \`� pled 11 -------- 9. ALL LOCAL AND OTHER STATE AGENCY RULES AND REGULATIONS SHALL BE C 3 t� MINIMUM LOT WIDTH = 150' S23°44'40"W by the Planning Board of the '~ FRONT SETBACK = 30 2g 11,88' * \ \ ^ COMPLIED WITH. PODDTOPO 10/19/05 SIDE SETBACK = 30' TOTAL, 10' MIN. �� \ \ M� \\ I \ / jN TO.%A O QIIeen9b ry New York. 10. A SEWAGE-WORKS TRANSPORTATION CORPORATION MUST BE FORMED IN ACCORDANCE WITH 4 � OJ�� REAR SETBACK = 20' / /$ J y �L%�_d. rl� NEW YORK STATE TRANSPORTATION CORPORATION LAW, ARTICLE 1Q TO OPERATE THE DOH REY �` q� 9) ChalrYnan COMMUNITY ON-SITE WASTEWATER SYSTEMS SHOWN ON LOT #13, THESE SYSTEMS ARE TO BE 5 DOH REV. 4/25/00 � �, '`• � % y" ARTERIAL ROAD REQUIRES DOUBLE LOT WIDTH OF 300 � �` y - INSTALLED BY THE DEVELOPER AND TURNED OVER TO THE TRANSPORTATION CORPORATION • OR SHARED DRIVEWAY \ ALONG WITH THE NYSDEC SPDES PERMIT FOR THE SYSTEMS PRIOR TO THE TRANSFER OF ANY 6 DOH 5/30/06 .,,f':-���' :r} �•- '� - i AND MINIMUM FRONT SETBACK OF 75' ---- - OF LOTS #13A THROUGH #13M. note tlOrev. ti' . , • . TAX M t ^ ' Q L=39.86' . 1. - `• MAP I V O. 8 7- 1 _ 21 R=25.Oi�L=39.58 LOT 1 _ I� =° THIS SUBDIVISION WAS PREPARED \ R=25.00 I 33,280 sq.ft. acALr 1"= 50' `t UNDER THE SUPERVISION OF A LICENSED PROPERTY IS LOCATED WITHINS?3 0.76 acres 44 4 n LAND SURVEYOR AND WAS MADE FROM - SEPTIC SYSTEM MAINTENANCE \ - '' ,,os �420 700 a�ttgt�Qf t�£'�'��ii THE QUEENSBURY UNION FREE 36' �� "" � '' t�(1n}� y A FIELD SURVEY. ,� �� asw '' ,�,9% l S20° `` tip �0�'• I' MAINTENANCE OF THE SEWAGE COLLECTION AND TREATMENT FACILITIES LOCATED ON LOT #13 AND SERVING LOTS �Y SCHOOL DISTRICT I OWNER /APPLICANT 57 45" � • - #13A THROUGH #13M, INCLUDING SEPTIC TANKS, DOSING PUMP STATIONS, DISTRIBUTION BOXES SUBSURFACEDWC1• A7 ` M / 88.25' w - �• 'T . ABSORPTION FIELDS, SEWAGE PIPING UP TO THE INDIVIDUAL BUILDINGS SHALL BE THE RE 1 THIS PLAN IS CONSISTENT WITH THE ZONING =+ and WESTERN RESERVE, LLC ` _ = = RESPONSIBILITY OF THE SEWAGE WORKS TRANSPORTATION CORPORATION, MAINTENANCE SHALL INCLUDE, DAILY CHECK FOR PUMP OR SHW t $ I M t ORDINANCE OF THE TOWN OF QUEENSBURY. 395 BIG BAY ROAD ~ OVERFLOW TANK ALARM, PUMP SEPTIC TANKS ONCE EVERY 2 YEARS, WEEKLY CHECK OF LEACH FIELD AREAS TO CHECK FOR SIGNS OF DISTRESS AND SERVICING OF PUMPS AND PUMPING OUT OVERFLOW TANKS AS REQUIRED. A -° THE QUEENSBURY CENTRAL t SPARE SEWAGE EFFLUENT PUMP SHALL BE KEPT AVAILABLE AT ALL TIMES FOR USE IN REPLACING A FAILED PUMP, PROPOSED IRON ROD MARKERS TO BE SET AT QUEENSBURY NY 12804 �� �I915d ,..+�,� `' EACH LOT CORNER OR CHANGE OF DIRECTION. FIRE PROTECTION DISTRICT PHONE (518) 792-9142 CONSTRUCTION OF THE SYSTEMS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE COMPLETED IN ACCORDANCE WITH THE NYSEDEC SPDES PERMIT NO,S 3G-p0OF ISSUED FOR THE SYSTEMS. - /"� ® _ DIP - GLENS '4eo FALLS 'WgTER ENE �_ Site Notes 1. EVIDENCE OF EXISTING UTILITIES 15 INDICATED FOR THE \ / / CONVENIENCE OF THE CONTRACTOR. IT I5 THE SOLE RE5PONSHBIUYT n °iii 1 C = y OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF Jn.rre i ",I'I, er1; _.. ,, v _ - - - ^ V --- -_ ALL UTILITIES WITH THE UTILITY OWNERS. ,% . • .:' �/% /� \ \ �, - `` _ - 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT faun C! E'r UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING }�i '=, Qfit ^ \ AND CONSTRUCTION. Clap" 3. THE CONTRACTMATERIAL OFF OFOTHE PROJECTP54TE OIN A EGALL MANNER.EX SMALLDEBRIS AND GE55 487 I _ ' I'•,__ ;' / I � `486 -. -- - �',�- 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES -- eo OF ALL NEW WORK IN THE FIELD ANY DISCREPANCIES OR QUESTIONS PRIOR SHOULD BE R IMMEDIATELY LINE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION \ 3 UTION : , i Erosion and Sediment Control Notes 1XI, 1. DURING EARTHWORK PHASES. SEDIMENT TRAPS CHAY BALE DAMS) + SEDIMENT CONTOL FENCING SHALL BE INSTALLED IN DRAINAGE SWALES AND rP TP# /� E TOE OF GRADED SLOPES A5 INDICATED ON THE PLAN 81 / , I _ 'ts2.. 2. AFTER EVERY STORM THE SEDIMENT TRAPS SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES /. SHALL BE CORRECTED WITHIN 24 HOURS . ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED j I � e , V'�.`, . A / / /. ..` .... V� `�� �� � I \ '` . __. WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION. 4. THE CONTRACTOR SMALL COMPLY WITH THE NEW YORK GUIDELINES NEW HYDRANT ASSEMBLY as. LY ° A J t; ('.''�• A / \ - A FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY / ias6 \'� FILL:,FOR SEPTIC SY MS 0 \ n _ — FOR URBAN EROSIOTHf EMPIRE STATE CHAPTER OF LOTS #7 & 8 HAS BEEN PLACED \ _ � THE 501E AND WATER CONSERVATION SOCIETY. CAP + i \ q"° y AND TESTED, SYSTEMS MU T OE \ \ \ THRUST BLOCK = \ ;,I / g ! K,�g ', r-' STRUCTED IN LOCATfO ,SHO _ - Sao/ - 5. NO SLOPE SHALL EXCEED 3 feet HORIZONTAL TO 1 foot VERTICAL_ \ .` ` . ` :• ,- �-'�----� ;. , ,; ' / �' .' "` __ \ __ . - -- G. SEE THE STORM WATER POLLUTION PREVENTION PLAN SHEET 5P-3. Septic Systems On Lots #7 & 1. FILL FOR THE THE SEPTIC SYSTEMS ON LOTS #7 + #5 HAS BEEN —470— - _ o \ \ \ _ _ _ - \ C 5Y5TEM5 ON THESE LOTS ® - MUST BE CONSTRUCTED IN THE EXACT LOCATION SHOWN. RM 4�1� G5 6 '� � ., OX (BEA W � � - � \ , ' ' RIM 481.5 � `, ,, � -' �\ - � .. ' ,L ., , , , , ne5 .-_ _ �� G RAIL - -, ;' / � \ � 4ss NUulnr,rbq,� INV JIN 478.4 - . 20 , NY PE .. - -- - - / / HALL HOUSE FOUNDATouse IONS SHALL PLACED ON ORIGINAL. INV OUT - --475 �.. UNDISTURBED GROUND. at 22.1Z i _ - - i 0 TP 4 New York State Health Department . INV IN 469.0 For Signature roved Date and t • refer o First Sheet �,. ,• , / ;' / ' /�./ ` � �\ y `DRAINAGE EASEMENT 48 / �� 1 ,' ' ..., ,• \\ These i \ 478LEER SEND i \ p rove y. \ � plans approved EGEND \ I ` p db � / 47 47/ \ v'. , 0 4 0 �K \ ® SOIL TEST PIT LOCATION a y a a ° o 32 n\, i i O i 473 EXISTING GRADE CONTOUR z = N ! G 47t at to ®^�--- FINISH GRADE CONTOUR ` z z z hard � z 481 i, 47,E �6a slzO ghwaySuperintendentr s G a �$®' \ A ., RIM 48Aa �.® ', ®'•. \ L\y TP 3 ` f '� NEW DRYWELLS W/ EQUALIZATION PIPE q a o 467 GB 4 V OUT 477.3 , { IM v 72 \ o%o�q. 51� \ as° NEW 8 PERF HDPE & lNFIL IRA TRENCH x ° — -=- IN4 our a77.1 ' / � I \ ° • ..., .. _'—' '_ 4Z � _ � } ® _ PROPOSED i66 L�" HbPE SEWAGEDISPOSSYSTEM NCLUDING w 509' REPLACEMENT FIELD460 m y \ \ 20 6RAINAGE EASEMENT / GULVE t END I \ S o° \ \ �� D4 NEW FIRE HYDRANT / VALVE ASSEMBLY m ax r J I / my IN I \ \ ® `� \ ` �w® NEW 6" CLDIP WATER MAIN FONDo.o A . - , , / - 6„ o 0 !, ��' �; '� / 'i 2P� R NA E eASEM '/, � �' A �er � - ---�- NEW WATER MAIN VALVE ELEVATT(ON 4G2.0 / ; 60 / \ �\ 0 O z p PUSH-ON JOIN SMCOMPLYING W/G AWWA SAWWACC11 & C151.INSTALLATION TO BE IN COMPLYANCEWWA AWWA C600 STONE SW-460 A / o \ Uj OL 1 ' / , 5 CULVERT END - ', \ \ I _l �. 478 is.[r N U) !r/ .0 - - J MV IN 467.0 i - - o�4 O CC O TEST PIT INFORMA TION / / ; , ( 1 ® ® ° Co >a t� ® c // ® / i o:o� --� / \ / a o t®1 m P#8 u ,0 ryw 1 0-9" TOPSOIL ` # #7 (EXIST. SOIL PRIOR TO SITE MODIFICATION) �- '' l ,=- _ ._- -'".' ` ` ✓ / ® ' o �-� y 0-25" FINE SANDS 9-25" GRAVELLY, LOAMY SAND 25-81' SAND & GRAVEL 25-42" SAND & GRAVEL - -� -�� — � ; � J r � �.w \ \ ♦ �' a �\ ,: MOTTLING AT 45 42-82" MEDIUM & COARSE SANDS i / �f, \ �, ', 47T y O> P�1 p^ti NO GROUNDWATER TO 15 FEET - 10/22/04 PERC. RATE - 0 MIN- 36 SEC / / \ \� 2S� \ / r PERC. RATE = 0 MIN- 22 SEC / \ �� \ a \ / w c, t++�l jy2 0-6" TOPSOIL # / / - / \ a� \� �6 s r �. 8 0-6' TOPSOIL \ \c �.� _ 3 m // F--� 6-28" FINE SAND 6-1T „ MEDIUM SANDS / r \ \-0syOF \ � I a� a� G ® 1�✓ / - 4" 17-82 COARSE SAND AND GRAVEL k�o \ F. 28 5 MEDIUM & COARSE SAND \ yP r MOTTLING AT 32" MOTTLING AT 24" NO GROUNDWATER TO 15+ FEET - 10/20/04 NO GROUNDWATER TO 12+ FEET - 10122/04 PERC. RATE = 0 MIN- 33 SEC PERC. RATE = 0 MIN- 34 SEC 3 0-14" TOPSOIL #9 0-13" DISTURBED FILL MATERIAL -47 / - 9- ,. � ® / 21 �4Q� • I `,... __. ._ \ , rr 99 14-42" LOAMY FINE SAND 13-25' LOAMY SAND / \ RIM 475.gl 476 ly <15 / F+d 42-75" MEDIUM SANDS 25-76" MEDIUM SANDS / INV IN 472. •� LP MOTTLING AT 61" MOTTLING AT 50" / \ INV OUT a7zz�- 76,23 O PERC RATE = 0 MIN- 28 SEC NO GROUNDWATER TO 15+ FEET - 70/20/04 PERC. RATE = 0 MIN- 41 SEC \ _ 10 0-11" FILL MATERIAL \ / `4s5 # #4 0-32" SAND GRAVEL FILL MATERIAL 11-37" COARSE SANDS \ \\ 32-81' MEDIUM SANDS 37-50" SAND & GRAVEL (old water line @42') 50-72" COARSE SANDS \ � \ � d � PERC. RATE = 1 MIN- 03 SEC / 0 p0 _ MOTTLING AT 48" -. ✓ ® t. ""' —aao #5 0-6" TOPSOIL PERC. RATE = 0 MIN- 33 SEC .. 6-24" LOAMY SAND # » - \ \ r p: ., h�/ ` Ck 11 0-9 TOPSOIL _ 477 q 24-67" MEDIUM SANDS 9-24" LOAMY FINE SAND \ ow 0 ..► _ {h� 67-97" SAND (� GRAVEL 24-78" MEDIUM SANDS \ / �oeE / �- '>> V MOTTLING AT 67' 2 PERC. RATE = 0 MIN- 42 SEC MOTTLING AT 50" PhE�n4� PERC. RATE = O MIN- 21 SEC 6 (EXIST. SOIL PRIOR TO SITE MOD/F/CARON) #12 (IN SITE MODIFICATION FILL MATERIAL) 0-14" SAND & GRAVEL 0-66" FINE, SAND TEXTURED FILL / 14-22" VERY FINE SAND PERC. RATE = 8 MIN- 44 SEC - \ �� 1 I 22-50" FINE SAND 12 TP 50-60" SAND & GRAVEL #13 (IN SITE MODIFICATION FILL MATERIAL) \ INV N7 .01.9# MOTTLING AT 14" - WATER AT 40' 0-62" FINE, SAND TEXTURED FILL INV OUT 471.E PERC. RATE = 2 MIN- 31 SEC PERC. RATE = 5 MIN- 50 SECS -� Data Sept A 2003 TEST PITS BY CHARLES H. MA/NE ON 4/28/04 PERCOLATION TESTS BY NACE ENGINEERING \ �- & 7/7/04 WITNESSED BY 11M MEACHAM, NYSDOH ON 5/5/04 & 8/6/04 \ i o ' Reviebne \ t Oct 27-03 to k� ReBpOnd OT Mab Coments as° `,• �..` ... :-' � 2. June 3, 04 Fibel Approval \ ' CONNECT TO EXISTING 16" \ / & Aug11, 04-Add . Al/ v DIP WATER!MAIN WITH Tom Pb f12+ w \ 7a vl TAPPING SLEEVE + VALVE \ 4 October 8, 04 �M NYSDOH Coarrnente � , , • . . .: ., ,. , ;.-. � ,I , , v 5. Oct 22, 04 Add ® • ,. :.. ;:�°:. �: �, �� ,o De� 3oi Teats ® .v N 499.64' S 2 SCQte: 1 3 \ V NE5�> �— - - - - - - - - - - - / MOUN-FAIN ROAD -W W W -- __ -- _ V_U DWO.0 W— �— , (�'_i W T 2 OF)I`�=' ._ W W_ W W W OMNI OF LINE _` PLANT L 15T SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES SM ACER SACCMARUM SUGAR MAPLE 11 3 - 3.5" CAL B + B SA FRAXINUU5 PENN. LANC. SUMIII SUMMIT ASH 4 3 - 3.5" CAL B + B CP PYRU5 CALLERYANA ARISTOCRAT ARISTOCRAT GALLERY PEAR G 2 - 2.5" CAL B + B PO QUERCUS PALUSTRIS PIN OAK 7 2 - 2.5" CAL B + B WP-1 PIOUS STROBU5 EASTERN WHITE FINE 2 5 - G. HT B + B WP-2 PMUS 5TROBUS EASTERN WHITE PINE G 3 - 4' HT B + B ® ® PERENNIALS ®• ST MEMEROCALU5 STELLA D' ORO STELLA D' ORO DAYLLY 4p 1 GAL /`� BS RUDBECKIA GOLDSTURM Canty CiFr s flit'Ice BLACK EYE SUSAN 20 1 GAL lu 2",2011,,, 11°tluh NOTES ® 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. ` /® 2. THE CONTRACTOR SHALL INSTALL 4' TOPSOIL IN LAWN AREAS AND 9' TOPSOIL 1-SM \ ` / IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING ® ® / ® AND SOIL AMENDMENTS. ® ® \ 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'5 TRIPLEX GENERAL M. OR APPROVED MIX, AT A RATE OF 51bs PER 1000 sf. STARTER FERTILIZER C5-10-5) AT 40 be. PER 1,000 sf AND MULCHED WITH STRAW OR HYDROSEEDED. 4. PLANTING PLANT BEDS SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION kv MANURE. 1 PART EAT M MIXTUREBE A 055 AND 5 10 5 FERTILIZER AT I It, per 2OCOMfPOSTED ® 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK. / I-SM ® / FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. G. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK. \ w ® ® ® ® FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. io 00 ® , ® v ° \� • ® - ® New York State Health department For Approved Date an d Signature refer to First Sheet DER ♦ e nz W p 1_y . ® y / / 6JSp� for 2Q� 1_wPI oi- 2-WP2 � 2-WP2 ® / ® �2 o0 /. �i . d 1-� a® \ ® V N N � N /• Cc I-SMd o POND a N vo O °0 0 °o 40 W x GOK K _o ® it g > > z > � SM \ / ® 1-SM // % ® z / ♦ �, 13 D. SPACING VARIES SEE PLANTING PLAN �y ® 1- • ® ILI 2" FINE SHREDDED BARK MULCH R \ ® I I F•�•t O < 3" SOIL SAUCER ® e _ems _ I 111=1 1=1 I-I i�T=T'sr (IIII AMENDED PLANTING 501E \ `f ...• w II=111 NOTE. THIS DETAIL SHALL � � =I I_I I I=111J 11=III-1 III=III-III=III=III=III=III=III= \ /� APPLY TO ALL GROUND COVER. ♦ / ® I-SM PERENNIAL and ANNUAL BEDS. RUBBER M05E FRICTION GUARD + VIAL BED PREPARATION y NOT TO SCALE GUY WIRE \ \ / �% � WOW RUBBER M05E FRICTION GUARD4010 GUY WIRE \ 12 3" 1 CEDAR 5TAKE5 3" dia. CEDAR STAKES ' �f 8 ft LONG 8 ft LONG 3" SHREDDED BARK MULCH 3" SHREDDED BARK MULCH 3" SHREDDED BARK MULCH , 3" HIGH SAUCER — 3" HIGH SAUCER 3" HIGH SAUCER g Data 3apt 15, 2aXxi Ell AMENDED PLANTING SOIL =1I I I— — — — 3-C• 3-GP Rewwons I I IEEI I I-1 I = AMENDED PLANTING SOIL —I I I—I I 4-� 1 �04_Final l L II =1 11=1 =1 11= �I ITI 1=1 G 0 ``'�O"eJ°or�0"B AMENDED PLANTING SOIL III =j j G" min. =1 I I-1 I _ III 1=1 I- • 2 October a 2004 =IIII I T =1 I I �== G" min. �I I _ 1=_= G" min. 2o-B5 6" min I I Li IJI l l l it l l l l l�l l l =IIII 111 =III=1 1=1 1=1 I 1=1' \ \ \ NYBDOH ts 12" mm I=III=T=1 T=11I=III=1 = 40-5r - 12" min r SHRLS PLANTING DETAIL EVERGREEN TREE PLANTING DETAIL TREE PLANTING DETAIL SALE NOT TO SCALE NOT TO SCALE NOT TO SCALE - - NEST MOUNTAIN ROAJD - ,� DWQ! S—4 ra w w w w w - W sHEEr 4OF$1 HIGH POINT ELEV = 483.44 HIGH P❑INT STA = 7+93.63 LOW P❑INT ELEV = 481.81 PVI STA = 7+77 LOW P❑INT STA = 10+11.27 PVI ELEV = 483.90 PVI STA = 10+11.27 A.D. _ -2.57 PVI ELEV = 481.56 PROVIDE SILT FENCE AROUND CATCH BA$ AND FILTER FABRIC, UNDER COVER K = 58.37 A.D. = 2.00 UNTIL PAVEMENT 15 PLACED AND GROUNDCOVER K = 50.00 HAS BEEN ESTABLISHED IN R.O.W. LOW P❑INT ELEV = 476.05 150,00' VC SEE PROFILE FOR TOP OF LOW P❑INT STA = 2+46.52 C 100,00' V GRATE ELEVATION AT 'V' PVI STA = 2+57.61 PVI ELEV = 475.75 a ^ cu to h h -° + Rl W 03 N c .N-i o ✓� J t K = 38.91 h � N HEAVY DUTY FRAME AND WING SWALE vjL7j V LJ V o BM450OD RBYE5YRAGUSE CASTINGS F I 100,00` VC I 1 W W C4 CD V C P4 W W BASE COURSE In CEMENT FILLET AROUND PERIMETER OF FRAME W rn w ° e CONC W U ' , , . ,.�,,.. PRECAST STRUCETE TURE °' PRECAST CONCRETE CATCH v U FIRE HYDRANT - - - P - o pa W W W ,`$�� STA. 9+75 ST#410+10� L.a � STRUCTURE TOP 12' MIN. 2'-6" S0. w ( C ALL AROUND ° BY FORT MILLER OR EQUAL gf RIM ELEV.=,�81.51 y BASIN FORT MANUFACTURED S C64 �F F SIZE AS dl �j NOTED ON 0 I INV. U7=,3 8.31 [1 \j PLAN N I B5 OUT=P8.51SEE PR ° ! I - \� _ s FOR PROFILE DRA ING5 CB#3 & #4 4 STA. +56 MATERIAL COMPACTED 12' MINIMUM SUMP RIM FILL MATE E V.=3WO0 3 '4 'GI CAP AND APPROVED GRANULAR BACK- ro C64 THRUST BLOCK TO 957. MAXIMUM DENSITY p ! INV. 1g;8-� �I E'k' MODIFIED PROCTOR CASTM DG9 INV. UT= 7 .3 / SBA 2+Se 46.5 N V. ! �=333 ti3p -77• � r IM EUEV.=4 5.75 INV. o". 12' MIN. COMPACTED C82 �Z7a I \/�/\\� . GRAVEL SUBBASE UNN�CT T❑ EXI TINO SI INV, 1Nm572.65 Z3J 16' TYIP WATER AI INV. oUT=,372.55 S/� °5 FILL NOTE W/TA PING SLEE E & VALV J CB1 PRIOR TO PLACING FILL WITHIN RI HT-OF-WAY. EMOVE ALL OPSOIL. STUMPS AND ORGA! G MATER. UNDISTURBED EARTH OR ROC, f INV. OUTs72.75 FILL 5HALL BE WELL GRADED GR NULAR MATERIAL PLACED IN MAX. 12" LIFT COMPACT ACH LIFT WIT VIBRATORY COMPACTOR TO ACHIEVE MIN. 957. MODIFIED PRO TOR DENSITY. WHERE FILL H IGHT EXCEED 5 FEET. PERFORM NE COMPACT ON TEST IN ECH LIFT FORIEVERY 5.000� 5Q. FT. OF SURFACE AREA CATCH BASIN DETAIL DATUM ELEV NOT TO $GALE 460.00 NOTE (U tU 1U (U In cu o OD h L0 .t fU ..r Cn OD V h h h QI %0 a Ln 00 n(+') cc W -•M a o .r V' o tU o 0\ In h •-•In o M R.-� o pX c I'0 0(U a ..° v..� m OD .A 0� �*t In� In _ ON DETENTION POND OVERFLOW GATGH BASINS �s` °D ^ °� ° ^ ^ ° n*-' n" ^.(U ^(h () n M n tU n CU n a .- 00 v W USE SYRACUSE GA5T!NGS 2815 FRAME AND GRATE u n1� nn nt0 n�0 n�D n�U nI� nh nOD n0� OD vh <h �h vr• ah <h ah a'h vh �'h d'OD <� vCD �'DD aOD <0 vco v00 aOD wOD .t00 v v =r v v v �3' a' d• v v v' d• �' v v a v �• v' v v' �' v �yo /�' 0+00 1+00 2+00 3+00 4+00 5+00 6+0;0 7+00 8+00 9+00 10+00 11+00 12+00 ROAD PROFILE HORIZ. SCALE: 1"=50' VENT. SCALE 1"=5' N z N V 2 } d r q Z 2 W Z t. Z Q T J T A T W S c, a y m q pU, a 75'-0' RIGHT OF WAY ° d � O 111-0' 12'-0' TRAVEL LANE 3'-0' 19'-O' PLANTED 15LAND 3'-0' 12'-0' TRAVEL LANE il'-O' d c 2'-O' q q --► 2'-O' e EXTENDED EXTENDED s o W 2 c. 's • � s PAVED PAVED INSTALL RIP RAP ON SIDES a+ = U = _ SHOULDER SHOULDER AND TOP OF CULVERT END m cd rn m m dd��Po tt °4Bdg Ed d d¢�a 1 TOPSOIL OR PAVEMENT SECTION WISHED GRADE Z "� gpa 9° ° ° f SUBGRADE ELEVATION 141 4 1 ° ° ° °nod f i I .�' TRENCH BACKF LL FLARED END SECTION °dFe ° - - w/ BOLTED COUPLING BAND o < og - !i {f UNDER PAVEMENT. USE SUBBASE MATERIAL �pQJ i c° ° oq d 4 ° '4 i ! { UNDER LAWN, USE EXCAVATED MATERIAL 117 C5 d � o ° <$°a i 12" min. DOT MEDIUM STONE FILL dd°C°B, d d ° �44 I I_ �,- UNDISTURBED SUBGRAD£ 12 LONG b 6 ' WIDE �da °°$ L10 d°,d E( 4 i Y CULVERT PIPE 0 �.4 °Q44 O PIPE BEDDING MATERIAL T7 SAND OR FINE GRAVEL ° I i - BURY END 4° INTO SOIL Z 1-if--STORM DRAINAGE PIPE y MAX, 5EE PLAN FOR SIZE AND ELEVATION 4' min #2 STONE ALLOWABLE 6° TYP. ELECT.. GABLE TV ° - - SLOPE C1OyD CROWN TO ROAD CROWN TO ROAD TELEPHONE + GAS �j, - a O 1i� a_ir�r__ 1i--4_f - a v MIN. ALLOWABLE SLOPE C27.G �.:?. ;.? ��: �:;: ��: ;�:. � 000 STORM PIPE TRENCH DETAIL CULVERT END SECTION AND OUTFALL Q § �COMPACTED SUBBASE EXTEND BASE COURSE 1'-0' DRYWELL - LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE NOT 7o SCALE NOT TO SCALE H L, PAST PAVEMENT EDGE CTYPO A5 5HOWN•ON PLAN PAVED - 3 1/2° ASPHALT CONCRETE CSEE DETAILS GRADED TO MEET PAVEMENT ELEVATION WING-TYPE SWALE -2' COMPACTED BONDER NY500T ITEM 403.13 TYPE 3 AT TOP OF WING. IN NO CASE SHALL Fri -1 1/2' COMPACTED TOP NY5DOT ITEM 403AG TYPE G DRiVEWAYS BE ALLOWED TO CUT OUT WING SECTION OF PAVEMENT. r LU 5A5E COURSE - MINIMUM DEPTH 12' NYSDOT ITEM 304.05 STORM DRAIN PIPE These plans approved by: 1 o TYPE 4 70 BE COMPACTED IN TWO LIFTS A5 SHOWN ON THE PLANS 3 WATER MAIN cr TYPICAL BOULEVARD 5EGTION ® Ichard A. Missita 1 o NOT TO SCALE Highway Superintendent W Ew4 a E­4 � a 50'-0" RIGHT OF WAY 50'-0' RIGHT OF WAY T , 11'-0" 24'-0" TRAVEL LANE 11'-0" �s 2._0.. 2'_0„ 24'-0' TRAVEL LANE 2'-0„ 10' UTIL EASEMENT 3 1/2" ASPHALT CONCRETE -2- COMPACTED BIINDER NYSOOT ITEM 403.13 TYPE 3 3 1/2' ASPHALT CONCRETE -1 1/2" COMPACTED TOP NY5DOT ITEM 403AG TYPE G -2' COMPACTED BINDER NY5DOT ITEM 403.13 TYPE 3 4'-0' 6'-0' - 5'-0' -1 1/2' COMPACTED TOP NY5DOT ITEM 403AG TYPE 6 3 G" TYP. 12 6 MAX. ALLOWABLE G' TYP. DRAIN_ 1 1 -I 1 1/4- /FT. 1/4" /fT. 1� GRAB, SLOPE C1O7j 3 1/4' /FT. 1/4' /FT. 1 - MIN. ALLOWABLE SLOPE C220 ELECT.. CABLE TV Data 3epterbeF 12 2003 TELEPHONE + GAS .. 00 BASE COURSE - MINIMUM DEPTH 136*10ne PAVED WING-TYPE SWALE COMPACTED 5UBBA15E 12" NY5DOT ITEM 304.05 t 10/27/03 DRYWELL - LOCATIONS INDIVIDUAL DRIVEWAYS SMALL BE TYPE 4 TO BE COMPACTED IN TWO LIFTS AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION COMPACTED SUBBASE CSEE DETAIL) AT TOP OF WING. IN NO CASE SHALL PAVED DRIVEWAYS BE ALLOWED TO CUT OUT WING-TYPE WING SECTION OF PAVEMENT. TYPICAL AT FILL SECTION TYPICAL AT CUT SECTION SWALE FILL NOTE BASE COURSE - MINIMUM DEPTH 12' NY5DOT ITEM 304.05 TYPE 4 70 BE COMPACTED IN TWO LIFTS PRIOR TO PLACING FILL WITHIN RIGHT-OF-WAY, REMOVE ALL TOPSOIL. STUMPS AND ORGAINC MATER. WATER MAIN FILL SHALL BE WELL GRADED GRANULAR MATERIAL PLACED IN MAX. 12" LIFTS. COMPACT EACH UIFT WITH VIBRATORY COMPACTOR TO ACHIEVE MIN. 957. MODIFIED PROCTOR DENSITY. WHERE FILL HEIGHT EXCEEDS 5 FEET. PERFORM ONE COMPACTION TEST IN EACH LIFT FOR EVERY 5.000 5Q. FT. OF SURFACE AREA. scALE' AS NOTED New York State Health Department TYPICAL WOAD SEGTION TYPICAL ROAD SECTION IN GUT + FILL OVER 3 FEET V, For Approved Date and Signature DvO4 S-5 NOT TO SCALE NOT TO SCALE Q1-:�~u `J refer to First Sheet SHEET 6 OFA-_1 2'-0" 4'-0" RECOMMEND ALL ACCE55 APPROXIMATE + GLEANOUT OPENINGS # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD FINISH GRADE BE RAISED TO G' BELOW CONCRETE OR STONE 157. MAXIMUM FINISH GRADE. MARKER ABOVE ALL CRO58 SLOPE BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH BURRIED COVERS OVERFLL TO Allow ON SLOPED 51TE5 (SEE NOTE 1) G.P,D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) RECOMMENDED. FOR $ETTEI.hiENT (SEE NOTE 3 & 4) 1-5 6-7 8-10 11-15 16-20 21-30 2 220 1000 27 92 110 123 138 158 184 3 330 1000 27 13a 1s5 t84 207 236 275 INLET BAFFLE 12' MAX. COVER OVER D-BOX %\///,//\//,/" f ,t Ji i USE EXTENSION COLLAR IF NECf55ARY - EAR 12" TO 19" „ , 4 440 1250 34 tea 220 245 275 315 367 TERMINATE ALL PIPES FILL 5 FLUSH W/INSIDE WALL #1 DISTRIBUTION BOX 550 1500 40 230 275 3D6 34a 393 45s z" 3 i" min. BY FORT MILLER OR INFILTRATOR CHAMBER SYSTEM 6 660 1750 47 275 330 367 413 472 542 } EQUAL EQUALIZER 24 OR EQUIVALENT. N b 11"t MIN. E LIQUID LEVEL 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE 1,/4' PER FOOT `� NOTES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN MN. SLOPE SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. 1/8' PER FOOT 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. , o '�- PROVIDE SOLID CONCRETE 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TANK SIZE SHALL BE O O m °o°o 00 °� 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE It o �pOo° ALL OUTLET NVERT5 BLOCK SPLASH PAD UNDER 00 00,90 WITH 1.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND SEPTIC TANK O O °00 TO BE SET AT INLET PIPE OF EACH TRENCH N SHOWER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WILL ALSO BE REQUIRED. r v v PfA EXACTLY THE SAME _ BY FORT MILLER F vn DISTRIBUTION BOX CUSS OF SPEED LEVELERS MAXIMUM SEASONAL "G11 - OR EQUAL w w _ GRAVEL ELEVATION. 0 o INLET OUTLET­- GROUNDWATER ELEVATION - 5EWAGE D15POSAL 5Y5TEM 51ZING o o NOT TO SCALE ENCOURAGED) SEPTIC TANKS WITH JOINT BELOW THE LIQUID LEVEL MUST BE TESTEDfl o INFILTRATOR ABSORPTION TRENCH SECTION d FOR EXFLTRATTON PRIOR TO ACCEPTANCE o o i >e L d N.T.S. s BY THE LOCAL CODE ENFORCEMENT OFFICER O 0 00 TOPSOIL CG" min.). SEED AND 0 0 _�� 4, v q MULCH SEPTIC SYSTEM AND ALL MINIMUM 2x WIDTH ~ DISTURBED AREAS IMMEDIATELY W Q4Q Cj ( MAXIMUM 4x WIDTH INSTALLATION OF D15PO5AL FIELDS AFTER INSTALLING SYSTEM FINISHED GRADE Z 4 �o �� 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, YIII II _IIII_ 3 w 0 - 0 AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. w in o O 0000 DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND „ -""- - ry 4C PROVIDE 3' SAND OR- }�0�00 ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND 19 MAX o a PEA GRAVEL UNDER TANK CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. "'"' 12' MIN, puttuu r rr 5EPTIG TANK -III-I I-III-III-I I 1-1 *Hrr 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS T NOT TO SCALE OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. .�� •' f!'�i'. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, INFILTRATOR CHAMBERS = 22 THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED SEPTIC TANKS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN ) SMEARED SECTIONS OF TRENCH. -� _ i GARAGE 4. FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE BOTTOM OF TRENCdP TO BE LEVEL :y,pti 1, ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AND GEOTEXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL BOTTOM OF TRENCH HOUSE NOTES, '��r•,, �� BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. rr OTHER WASTE MATERIAL IN THE STONE AND PIPE. 1. BOTH ENDS OF INFILTRATOR CHAMBERS MUST BE L f r * 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR CAPPED WITH END PLATES SECURED TO CHAMBERS 11tltt GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THEIt,Iarrr ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT 2. ALL LATERALS TO BE OF EQUAL LENGTH. 1. TILE FIELD TO BE 100' OR MORE FROM ANY NECESSARY TO ACHIEVE A STABLE FOUNDATION. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS 3. MAXIMUM TRENCH LENGTH IS 60 FEET. OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' . 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY WITH THE HOLES DOWN IN ALL CASES. I I OR MORE FROM ANY WATER LINE UNDER PRESSURE. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 6. FOR INFILTRATOR SYSTEMS, THE BOTTOM OF TRENCH SHALL BE LEVEL INFILTRATOR ABSORPTION TRENCH PROFILE _ TIGHT JOINT 4° PIPE 10'-0" 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED PRIOR TO PLACING THE INFILTRATOR UNITS. UNITS SHALL BE INSTALLED ON SLOPE OF 1/4" /FT. MIN. 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIBUTION FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MANUFACTURERS N.T.S. �- 20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR 5. ALL JOINTS MUST BE SEALED. END PLATES SHALL BE SECURELY ATTACHED AT INLET AND END OF EACH TRENCH. TIGHT JOINT 4" PIPE MIN. SCHEDULE 40 PVC WITH CEMENTED JOINTS. SOLID CONCRETE BLOCK SPLASH PAD SHALL BE PLACED UNDER THE END OF THE ON SLOPE OF 1/8" /FT. INLET PIPE INTO EACH TRENCH. ��` ( \ SEPTIC TANK ' 3. HOUSE DRAINS SHALL BE FOUR-INCH MINIMUM DIAMETER CAST 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL //'�� e ;rrrr • L`C1 ����\ AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY NOTE: DISTRIBUTION BOX IRON OR RIGID COPPER, TIGHT-JOINT PIPE AND SHALL EXTEND AT FROM THE DISPOSAL FIELD. LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED DETAILS ARE PROVIDED FOR BOTH STANDARD PIPE AND GRAVEL ABS0RPTION ABSORPTION TRENCH 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE SEWAGE DISPOSAL SYSTEM TYPE UNDER PAVEMENT. II TRENCHES AND GRAVELLE55 INFILTRATOR CHAMBER TRENGHE5. EITHER SYSTEM 10' MIN. AWAY FROM SEWERAGE SYSTEM. PERC. DEPTH TO TYPE OF SEPTIC MAY BE U5ED FOR 5UB5URFACE DISPOSAL 5Y5TEM5 IN TH15 SUBDIVISION. I _ _507 EXPANSION AREA _ _ 5. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL LOT # RATE MOTTLING SYSTEM REQUIRED r7 WITH CONTOUR LINES. t"'"'1 N PROPERTY 1 < 1 min. no groundwater to 15' MODIFIED SOIL 6 LINE 6. FOR RAISED ABSORPTION TRENCH SYSTEMS 2 < i mtn. no groundwate to t5' MODIFIED SOIL TRENCH BAGKFILL SHALL CONTAIN Q z z c z 43 10' MIN. 2'•-0" 4'-0" 2'-O" w s i5 dSTREAOR HORIZONTAL SEPARATION DISTANCES SHALL BE 3 < 1 min. no groundwater to 15' MODIFIED SOIL NO SOLIDS LARGER THAN 157. MAXIMUM 3 3 �MEASURED FROM THE EDGE OF THE FILL. 4 < 1 min. > 48" MODIFIED SOIL 3 INCHIES IN DIAMETERGROSS SLOPE OVERFILL TO ALLOW ON SLOPED SITES 7. NO NON-WASTEWATER FLOWS SUCH AS SUMP PUMPS OR 5 1-5 > a8" STANDARD $ o cf' aROOF DRAINS ARE TO BE DISCHARGED INTO THE HOUSE FOR 5ETTELMENT6 < 1 min. > 48" MOOIFlED SOILSEWER OR ON-SITE WASTEWATER TREATMENT SYSTEM. 7 8-10 min. > 48" STANDARD / ID 8 < I min. > 48" STANDARD � / �/i/� / ( bBARRIER MATERIAL TO BE CD s < i min. > 48" MODIFIED SOIL EARTH +'11_ 6" - 12" PERMEABLE GEOTEXTILE 4 10 < 1 min. no groundwater to 12' MODIFIED SOIL q FILL MIRAFI 135N OR EQUAL 0 ° a o i9 < 1 mtn. > 48 MODIFIED SOIL m 'pD M � SEWAGE D15PO5AL LAYOUT Zo O 2" MIN. 4' PERFORATED 12 < 1 min. > 48" MODIFIED SOIL N- ❑ W a ar o NOT TO SCALE O } 12" MIN. LATERAL p =, NOTE: THE GROUND IN THE AREA OF THIS SUBDIVISION HAS BEEN DISTURBED ~ z 18" MAX. BY CONSTRUCTION ACTIVITIES OVER THE YEARS. THE TEST PITS MAY, 3/4' TO 1 1/2' 0 z OR MAY NOT, BE REPRESENTATIVE OF THE EXISTING SOIL CONDITIONS WASHED CRUSHED STONE E1asr. GROUND IN ALL AREAS OF THE PROPOSED SEPTIC SYSTEMS. NOTIFY THE \ ,/i /,, ' ENGINEER IF ANY VARIATIONS ARE NOTED DURING CONSTRUCTION 24" MIN. OF THE SEPTIC SYSTEMS. rwstlEo cRAUEADJUSTABLE MAXIMUM 5EA50NAL HIGH GROUNDWATER, ACCESS ntts WALVE BOX ZrM0P"C-,A �Prrvmv4T TOPSOIL CG" min.). SEED AND i P£R OUS SOIL OR BEDROCKVARES MULCH 5EPTIG SYSTEM AND ALL STANDARD PIPE ABSORPTION TRENCH SECTION (4' MAX.) ABSORPIICN TRENCH (SEE STANDARD DISTURBED AREAS IMMEDIATELY SM H-LGATE VALVE ABSORPTION TRENCH DETAIJAFTER INSTALLING SYSTEM NOT TO SCALE BACKFLL WITH MODIFIED SOILCOWORA7M STOP00Xy^ , a rQP 8. MN7 WES SPACE FOR FUTURE TRENCH � zIF REQD C50Z REPLACEMENT) TOPSOIL CG" mina. SEED AND1�-t2 ' ENDS MULCH 5EPTIG SYSTEM AND ALL TTO na>GEBARRIER MATERIAL 5 IMMEDIATELY12MAX _ AFTER INSTALLING SYSTEM �M�ALL SERVICES SHALL BE PffiTERED ' - I - �.�'1 1NACCORDANCEWf1HQUEENEXISTING MAN _ ® ® �p I ,- !s'WATER DEPARTMENT STANDARDS -WATER MAN TYPE KR TDENCiLD GOt10. BLOCK i7 FOR°RseRv Eovn 5WO ORIDW OR EQU& TO WOr AS Ol��PCGC NEW TAPPING SLEEVE 24' MIN. 2 �pQOQ 1' .. - MN. ~ A 00 0 SLOPE ZQ CURB STOP WITH BOX CONNECTION TO EX15TING WATER MIAiN t!2 NOT TO SCALP NOT TO SCALE - OLbo�000� o O orb � EXCAVATE EXISTING SOIL MAXIMUM 5EA50NAL NIGH p PRIOP TO FILL PLACEMENT GROUNDWATER ELEVATION � Po_d WATER MAIN NOTE 4` PERFORATED PVC LATERAL. LEVEL TRENCH BOTTOM lu SLOPE 1/16'-1/32' PER FT. [y? HORIZONTAL FITTINGS ALL WATER MAIN INSTALLATION TO BE IN CONFORMANCE WITH AWWA CAREFULLY SELECTED FILL MATERIAL WELL GRADED LOAMY SAND. r^ 0 C-GOO AND WITH THE DESIGN + CONSTRUCTION 5TANDARD5 OF THE 10 WELL GOO C4LOAMY SAND GRAVELS. IS. AND O A N1ID OBIJMJECTS OF OTES, h�1 1� TOIL 5LT5 OR CLAYS. NO ORGANIC DEBRIS, AND NO SOLID OBJECTS 1. END OF ALL DISTRIBUTOR PIPES MUST BE �r�T•,y BEARING AREA (SO. FT.) TOWN OF QUEENSBURY WATER DEPARTMENT. CONTACT THE LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RAPE OF 5 TO PLUGGED UNLESS INTERCONNECTED. i�i WATER DEPARTMENT PRIOR TO COMMENCING ANY GO N�IUTE5. COMPACT FILL IN G" LUFTS WITH LOW GROUND PRE55URE �/� � V 1 PIPE CONSTRUCTION OF WATER UTILITIES. TRACK MOUNTED DOZER. 2. ALL LATERALS TO BE OF EQUAL LENGTH. 6 SIZE 45' OR TEES, PLUGS, 3. MAXIMUM TRENCH LENGTH 15 GO FEET. (INCHES) SMALLER 90, BEND CAPS AND HYDRANTS WATER MAN TO BE INSPECTED BY WATER DEPARTMENT PRIOR MODIFIED 501L SYSTEM DETAIL TO BACKFILLING. Not to SCALE STANDARD PIPE AB50RPTION TRENCH PROFILE W U N NOT TO SCALE 8" 4 SMALLLER PiPE LEAKAGE TESTING + D15INFECTING . WATER MAINS SHALL BE WATER TESTED IN ACCORDANCE WITH AWWA CGOO -93-5ECTION 4. AT 1.5 TIMES DESIGN WORKING PRESSURE FOR A MINIMUM PERIOD NOTES- OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. GRADE AT LAVED THI5 SCHEDULE 15 BASED ON 200 F51G WATER MAIN SHALL BE FLUSHED AND D15INFECTED IN ACCORDANCE AREAS RESTORE "FURF 3----1'-0• 3'-0' INTERNAL PRESSURE AND A 501L WITH NEW YORK STATE DOH STANDARDS AND AWWA CG51-92 PRIOR --_ _ Av WA1tT2Y BEARING CAPACITY OF 2000 PSF TO PRE55URE TESTING. THE TABLET METHOD OF DISINFECTION ilr u - - DEPARTMENT STANDARD ANDTHE 10 STATE -I I-I I- CONCRETE SHALL CONFORM TO THE CONTAINTED IN AWWA-C-G51 MUST NOT BE USED. Tiriii �`T STANDARDS rOR WATERS REQUIREMENTS OF SECTION 500 OF NYSDOT STANDARD SPECIFICATIONS. I_TI OO AND SHALL BE GLASS B. ENGINEER TO WITNE55 PRESSURE TESTING. 7 6„ _ FI•usrr GRADE CONCRETE MECHANICAL \\ '� JOINT CAP VALVE �\ MACHINEBAGlFLL W/ /\\ j EXCAVATE TRENCH WIDTH NATIVE COMPAC�TERIAL MINIMUM WIDTH EQUAL N 11-0' LIFTS S2 C2USIED STOdI o TO PPE PLUS 2.0 FT. C4' MAX. 51ZE9 HYDRANT DRIP CONCRETE `,'n. o U TO MODIFIED SEASONAL .J. 5•�• MIN. COVER O PROCTOR HIGHLUG OR HIGH GROUNDWATER IS 6' M GAIT`. VALVE-PAS DBls 89ptOrtleON'12,2G03 SHALLOWER THAN 7 rT. HYDRANTS WITH PLUGGED R®V tM no WEEP HOLES SHAD. BE TAGGED WITH"Atv BRASS RAS TAG s Pt ICAO 1 hate 3, 04- Final AUInf for Lora �7 t 8 BEARING AREA - %\\/\�/i� ://i\//i\i ' 0000000 /G A ON UNDISTURBED BEARING AREA BEARING - SELECT GRANULAR MATERIAL CSOO$ AREA PASSING 2'3 TO W ABOVE PPE. CONCRETE HAND BACKFiL 6' LIFE. 6„ 7 7 •- : D O O O O �Q_ 3• BEND DEAD END TEE PPE BEDDING 6' DEPTH. RJO go _ SAND. GRAVEL OR ' CRASHED STONE CTO 1-1/21 $Cpl)E AS NOTED 1. AT CONCRETE WALKfS AND GMS. 5AWCUT M.J. ANCHORING COUPLING ,,-•"'� TYPICAL THRUST BLOCK DETAILS EDGES Arm REPLACE TO MATCH EXISTING. M.J. ANCHORING PPE :,•, \;EO New York State Health DepartmentA Oe <<:� Nor TO SCALE For Approved Date and Signature PIPE EXCAVATION + BACKFILL DETAIL ''` tt � 313�4 TYPICAL HYDRANT IN 5TALL�'t"t ON y 3� DWa�a -� refer to First Sheet �' N07 TO SCALE Q�s� � •�� NOT TO 5CAL,F, 7 SHEET 6 OF O a i 480 SEPTIC SYSTEM DESIGN X' BUILDINGS DESIGN F LOW - 2-2 BEDROOM & 2-3 BEDROOM TOWNHOUSES PER EX GAL/DAY SEPTIC TANK USE ONE 1,500 GALLON TANK FOR EACH 2 TOWNHOUSE UNITSS (CS BEDROOMS). 1 ABSORPTION FIELD - EXISTING SOILS IN AREA OF ABSORPTION FIELDS ARE WELL DRAINED SANDS WITH PERCOLATION RATES LESS THAN ONE MINUTE PER INCH, THEREFORE REPLACEMENT SOIL SYSTEM REQUIRED WITH PERCOLATION RATE \ LENGTH VARIES SEE PLAN OF 5 TO 7 MINUTES PER INCH, \ / - FOR GPD TOTAL DESIGN FLOW & 5-7 MINUTE PERCOLATION RATE 550 L.F. OF ABSORPTION TRENCH IS REQUIRED FOR EACH 4-PLEX'. - USE SIMPLEX PUMP STATION TO DOSE FIELD AND TO KEEP FIELD AT PROPER DEPTH, ❑ ❑ - USE 8 - 70' LONG LATERALS = 560 L,F. TRENCH, PROVIDE 50% REPLACEMENT AREA WITH PREPARED 'MODIFIER' SOIL IDENTICAL TO MAIN LEACH FIELD, // / ❑ ❑ ❑ ❑ 'DESIGN FL13W 3-PLEX' BUILDING \ � courts sr;e.•t:. p" ;._ �,> o r_� I-2 BEDROOM & 2-3 BEDROOM TOWNHOUSES = 880 GAL/DAY. / 1fV `Jr'tr 2i'r' rt ` SEPTIC TANK - USE ONE 1,500 GALLON TANK FOR 2 TOWNHOUSE UNITS (5 BEDROOMS) & 1- 1,000 // �Q ( �- /I ' We T PLAN GALLON TANK FOR 1-3 BEDROOM TOWNHOUSE UNIT. UO ABSORPTION FIELD - EXISTING SOILS IN AREA OF ABSORPTION FIELDS ARE WELL DRAINED �I / fl SANDS WITH PERCOLATION RATES LESS THAN ONE MINUTE PER INCH, OVERLAP ENDS 'SW� �(2 "�N STAKES THEREFORE REPLACEMENT SOIL SYSTEM REQUIRED WITH PERCOLATION RATE OF 5 TO 7 MINUTES PER INCH, j / , - FOR 860 GPD TOTAL DESIGN FLOW & 5-7 MINUTE PERCOLATION RATE 440 L.F. OF \ // / / \ � BALED HAY OR STRAW ABSORPTION TRENCH IS REQUIRED, - USE A SIMPLEX PUMP STATION TO DOSE FIELD AND TO KEEP FIELD AT PROPER DEPTH, FINISHED GRADE - USE 8 - 55' LONG LATERALS = 440 L.F. TRENCH. // _ - PROVIDE 50% REPLACEMENT AREA WITH PREPARED MODIFIED SOIL IDENTICAL TO l I — I=_ MAIN LEACH FIELD, \ !� � // \✓' \ \ \ \ \ —III _ DUPLEX BUILDING �� / �/ // / L \ x \ —I —�I—I _ _ —_ (—I —II I—_ DESIGN FLOW - 2-2 BEDROOM TOWNHOUSE =220 GALLONS PER DAY PER TOWNHOUSE, i—I I— -I —I I III III I—III II I I SEPTIC TANK - USE ONE 1,000 GALLON TANK FOR EACH TOWNHOUSE, ABSORPTION FIELD - EXISTING SOILS IN AREA OF ABSORPTION FIELDS ARE WELL DRAINED —III—I — I —III III—III—III—III—III— SANDS WITH PERCOLATION RATE LESS THAN ONE MINUTE PER INCH, THEREFORE REPLACEMENT SOIL SYSTEM REQUIRED WITH PERCOLATION RATE OF 5 TO 7 MINUTES PER INCH, SECTION - 110 L.F. OF TRENCH REQUIRED FOR EACH 2 BEDROOM TOWNHOUSE - SPACE EXISTING FOR YR PLACEMENT (50'/. RESERVETAREA) SHOWN ON PLANS, ✓� \ ��J/ \�/j j /��\\\�f ' \ \ \ I r �— �\ \ / / / \ �✓ A HAY BALE FILTER DAM ` -Z NOT TO SCALE DRIVEN 116 MIN INTO GROUND .. MAX SILT STOP FABRIC FLOW EMBED 6" MIN IN BROUND \ c III -= III UNDISTURBED GROUND I I 1 \\���, "r l 11 r `I\���V' �` -I��=ICI— II—ICI—ICI I o \ , POND ® �3 �. _ �c aft \ 474� J 'J� a \ :oYF, r I \ \ ® � \ e o / SEDIMENT CONTROL FENCE \ 4j3 ® B NOT TO SCALE S <74 = \ \ \ \ \\\ f / \/ 475 \ 1g 473 0\ ® \ \ \\ \ T \ \ C TONE SCALE s k^ 3stie ;::: \ail/ \�\ ` _ _ \ ` _ _= -\`—_ — _— � — ,� y �� i \ Z Z o � SEED AND MULCH SIDE SLOPES \ \ \ \ , _ '_ 3° MIN. 2' WIDE 3 MIN. 0 - y= — — — 80TTOM . . ::`RB :i; : \\\ f> 0 �� —��w —I , on 2 MINIMUM +-,_._�.�'�-Si �- ° ° I O .} p '.�:v �.. ,tip-._ \ �._..' -•--�� �_ I / ® O a = i ...... ... ................. ..... . 1_ S ...;.i':: :S.Pi:ii'::ciic. .:::.::.-rr:i•irii:r:->:::::: -, ° _ �m. - �\ :vri:4T9(7r. ���`�?:i4:�r:��'i�fir';?:�.�: `�11o4: .. ..;�:�:�:�.:�.-. .�::::: ,�,� —�/ — ^--1� ____ '� \ �.--.. ram-- •—� / L I � \ a �a Ftce 12GAk— —\min. 8 8 RI ._. -� P RAP / o y 0 o I � \ � r BROKEN OR CRUSHED STONE GEOTEXIILE FABRIC EWER\CROSSINGS ...:: ( .,,::: � :7q �:4::°:..�:... .i::::i::�p;�:. . ' 473.0 / Vt Y � � STONE LINED SWALE ♦ `' ` ` A I \_ \ o " o \\ f I \ NOT TO SCALE ® I A D.: 481.0 o `r " ... . .... ...... . ........ ...... :':9i:? " .;RIM;.:4.t9:6:is.'';�:�ii`�i:iri::: i:: ::: ::�;.:4:7.r:�:=:f�i r:::;�::; 9ii)i- ::::.-.:::::::::: II :i•}:.,.. � o y ,flaw Y01*state Heath , \ 1 � ,Nv�76 s o 4� .... 4®1/'/ � � a y \\ 1 � I I ( � `,T Department I > L . : uj FBrApproved Date and Signature � 0.4. ;:: : : \\\ i \refer to Fiat Sheet _ __-- 3 \ .: . :.: 4et o r \ � ....... .: ::.rib::::::: — _-- \ \=—� ;;;( :::;:.;`:;.,.E, ,..: 4ao:z:.: ......::::i ::�:.. . .,:: `::.;::..:,,::.:: :. :;:;;:: ::;: 3 EFIZU NT PUMP }:':::iii'.C.:..v. ...::'i}i'..r:r. ":'iri::i'. :i -.::.: .:`'>.; :iiiri7:i::i:i; :.�i:P:i�:'ii:':i:: i, \\ "—J I\ \ MM 0 3::. : : ::: �,• � STAII NS \ ® 400 h�l c � FRAME T o®000 mtn. sac. ... ........ / ..... ..........................:•.CCfRB;- ;:-::::: / ham+ 00000 MORTARED TO o0000000000 4 ....../ ::y:i�':4d0;2"r": �:i�s'ir i::::� :i:r:�:ii�:i�?:4::.;: •:: i:: '�-''c')i' TOP OF INLET o000000 8p "`1 2 / \ � * D CATCH BASIN 2 �3' t. \ �- a P 48 0 O go]. Z ® � \\ RIM 4 EM WM W J I / \ .... :::::..:..:.. .. o A C \\ FBI o \ \ INV IN 476.17 t$tl.::..:: :. .: ::... . r r— � �,o OVERFL TANK I \ V OUT 476.07 '..';:.r.:`:)i O Sp I�+ml 20 HEAVY DUTY FRAME AND GRATE \ \ O !kSaNAt f ` \�F \\ FINISHED GRADE ORRACUSE CASTINGS No. 2816A _ ' / T y q y Z_ OR APPROVED EQUAL \ \ o � zax' Q �•/ ® � BICYCLE AND PEDESTRIAN SAFE GRATE \�\ \ \ \ \ \ \ \ `JJ\ 3gL'F/ \ O �c q1 \\ O \\ \ 1" dtc. "�^ $ERTiC SYSTEM o' 6 REINFORCEMENT ���\ \ \ �> \ \ \ W7 o WATERS CE MAINT.-BLDG. C, � PRECAST CONCRETE STRUCTURE ! \ \ \ \ \` 0 / /, \ G �� r^ V FORT MILLER OR EQUAL \ \ CIO PIPE TO BE \ \ \� a� MORTARED IN P -� ELACE �\ \i py W \ +� ' \ \ w-, `'i 'l T `,jam `Q^�S \ \ ����• / /P ® O o " SEWAGE �- 0 o COMPACTED GRAVEL �A. COMPACTED SUBGRADE \ �� DISPOSAL A Aey \ " ' ► ♦ e /r \ 9 \ \. �� gOX 80. \\ DISPOSAL AREAS �_� w L, __TEST ELT INFORMATION \ C� ml min #2 0-7 TOPSOIL 7-24" GRAVELLY, LOAMY SAND ` \\\ \ 479. ® L OHO Rtc$ \ \ ® \\ .i CATCH BASIN DETAIL \� MEET DaSnN�'`'" £t�Ve ® \ W D 24-72" COARSE SAND w/GRAVEL \ \ ���` ASPHALT SMaottl MOTTLING 0 30 - SEE NOTE EXISTING PINES NOT TO SCALE " \ \ F TO REMAIN #3 0-8 TOPSOIL 1y` l <V l yY0 �,�\`� \ \ / T A4 / 8-27" LOAMY SAND \� Dates 2Q01 27-73" MEDIUM & COARSE SAND w/GRAVEL STOP \ \ \ ` ems+ Oj �� #4 0- 7 TOPSOIL \ Z _ t Oct 27-� INSTALL STOP SIGN >g / \ CT MW COnYt10t1b 8-27" LOAMY SAND Pmporid to 18" STOP BAR MARKING \ \ \ 4 �' G Q; 4 27-73" MEDIUM & COARSE SAND w/GRAVEL AND SCUD CENTERLINE {q� \ \ �o�n , \� ® 3 ^O / // 2 Ju110 3 04- W6 \ /4/ Approval COndfiow MOTTLING ® 47 - SEE NOTE � � / � / IFITIal BUILDING \ \ r V \ #5 13-21 FILL MATERIAL \� c / �O / L 3 Nov. 23 04- CT male 2'-0" � '`- Flnel Review 13-21" TOPSOIL \ \ ® f_ \ / 21-33" LOAMY SAND W ` \ \ /10 \ E7q>�NN N e®\ ® ' 4, JOA A 2006 FINISHED GRADE 33-68" COARSE SAND w/GRAVEL /�' � T ��� o MOTTLING 0 48" - SEE NOTE \ \ \ \ D \ \ \ ®► ® ` 5, DOH Rev. 3j31/06 ALUMINUM OR y $ 4°A ° ° P.T. WOOD EDGING Erosion and Sediment Control Notes \ \ �� 5 ° ° o #6 0-14"" FILL MATERIAL OF MED. SAND o ao 14- LI COARSE SAND E SOME GRAVEL \ ® 6 DOH Rev. 4/25[06 0 0 d °o° MOTTLING ® 31 - SEE NOTE 1. DURING EARTHWORK PHASES, SEDIMENT TRAPS (HAY BALE DAMS) & Site Notes I �y TEST PITS 2, 3, 4,5 & 6 BY CHARLES H. MAINE ON 10111102 SEDIMENT CONTOL FENCING SHALL BE INSTALLED IN DRAINAGE SWALES AND \ #2 BROKEN STONE NTHAT THE TOE OF GRADED SLOPES AS INDICATED ON THE STORMWATER 1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE \\ \ \�� $ ° ° MOTTLING N07E: LATER TESTING TRUE DEEP PITS POLLUTION PREVENTION PLAN. CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONa"IBILIYT \ ® SCALE: 1 f8� 30t ° `� O $ O INDICATED 771AT THIS WAS NOT A TRUE IND1CA770N OF SHGWL OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF \ \ \ 2. AFTER EVERY STORM THE SEDIMENT TRAPS ` \ \ °o SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT, AND ANY FAILURES ALL UTILITIES WITH THE UTILITY OWNERS. \\ \ \ \\ �}4� ° °o° FILTER FABRIC #A3 0-7" TOPSOIL SHALL BE CORRECTED WITHIN 24 HOURS. \ 7-23" LOAMY FINE SAND 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT \ \ ° 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING \ \ DWKTL$ 23-62" MEDIUM SAND WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION. AND CONSTRUCTION. \\\ \ o.�o � ; � " SUBGRADE 40-62" COARSE SAND & GRAVEL 62-72" MEDIUM/COARSE SAND 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS NOTICE \ SHEET 7 OF 9 NO MOTTLING FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. \ FOR URBAN EROSIOTHE EMPIRE STATE CHAPTER OF CALL BEFORE YOU DIG UFPO \ \ EAVE TRENCH DETAIL #A4 0-8" TOPSOIL THE SOIL AND WATER CONSERVATION SOCIETY. 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES UNDERGROUND FACILITIES \ E 8-70" MEDIUM/COARSE SAND & GRAVEL OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. PROTECTIVE ORGANIZATION \\` NOT TO SCALE NO MOTTLING 5. NO SLOPE SHALL EXCEED 3 feet HORIZONTAL TO 1 foot VERTICAL. ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY 1-800-962-7962 \ �\ TEST PITS A3 & A4 BY 7HOMAS W. NICE ON 10/23/03 6. SEE THE STORMWATER POLLUTION PREVENTION PLAN SHEET SP-3. BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION 48 HOURS NOTICE REQUIRED \\\ 480 NOTES FINIAL - SAME FINISH AS POST \ \ \ \ 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SING AIN ON / \ \ \ \ / / / ^ SKINNING AND FILLING AROUND BASE. \ 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9' TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL AMENDMENTS. OR W�HIGGLOBE PR SURE SODIUM - _- / / 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, / OR APPROVED MIX, AT A RATE OF 51bs PER 1000 sf, STARTER FERTILIZER (5-10-5) (! W TYPE E8 LAR VO LOUVER R Al / { / \ ` J / Ln // AT 40 Ibs. PER 1,000 sf AND MULCHED WITH STRAW OR HYDROSEEDED. I J / /`t ® 4. PLANTING SOIL FOR BACKFlLL OF NEW PLANTS AND PREPARATION ` ( OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED oun y C;s;;<._. pP h_a MANURE, 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 lb per 20 af. se 2^52 D 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, "da.r '"' _ \ FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. Fl.UTED ALUMINUM ORNAMENTAL POST /� � ///�� ��� � 12' HEIGHT - COLOR BLACK /�/// / _ � /\ / \ 6. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK � o - `FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL DECORATIVE BASE �y\ \// / HANDHOLE 3/4 CHAMFER 12" IN PARKING AREA • � \ TOPSDII AND SEED -- \ FINISH GRADE 475 1 ALL DIS ED AR�A 6 ALONG SIDEWALK \ ;; ZINC PLANTED ANCHOR \ � -__ _ _ _ - - - - - -_ - \ \\\\\ BOLT ASSEMBLY SUPPLIED _ \\ \ \ BY MANUFACTURER \ ( // \ \ / / / - - - - - \ \ \ \ \\ \\ \® \ 465 L� 2" PVC CONDUIT SCHEDULE 80 I � � CONCRETE BASE - 20" DIA � i/ SUBGRADE- UNDISTURBED OR JII COMPACTED TO 90% STD PROCTOR III I I I ` r SITE LIGHT DETAIL 474 OF - NOT 1'0' SCALE off 475 RUBBER HOSE FRICTION GUARD ��6,K\ ��° /( �\ \ �- \ - _ %� /! /J - J 0400 GUY WIRE ^rn \ � - - - - � \ ® \ z � i � i 3-SP2 UNITS ! s d > ° 46 as as � : 3" dio. CEDAR STAKES UNITS \ ` \ \ \/\8g ' / / / — / \ a a 8 ft LONG 2 �'/ /� 3-SP2 4 3-SM / 4>6 >\�\ \ \ I / '�f/f`„�/ / / I I / ® 4) 0 a) 3 SHREDDED BARK MULCH u�i \ D� — 0 3" HIGH SAUCER c 4ja 4>> \ \ (I ALL TOPSOIL �D 1- \ 3 I =1 = I = AMENDED PLANTING SOIL y 1 z / —I I I1 I I MIN i= 1VemV York Smote hl�lth VEGEIAAn0N �� 4ja I� ( / � 480 24-� UNITS I Z I I El I III—I L 8p&-fTY 9n — -111 -1I I- For Approved Date and Signature TO REMAIN 4>9 I / o \\\ I IHFii — — — — — _ �_�= 6" min. refer to First Sheet 48p \\ � 3-YE �I 111111 lil 111 i 11 1 I i Il i lI ITI 1 Ilil . 12" min \ \ \ I o 3- \ / 480— — — // Q'\ ` / \ \ \ i i !/!! \\ A `r� /\ t \\---- ®V.� I rI z z 44 St \ \\ I ® +A+ Q EVERGREEN TREE PLANTING DETAIL / 2 i # �i �� \ m \� \� J q O : J G NOT TO SCALE \\ / C j _ / p UNITS 2- /// �, \ 24'� \ \\ I Q� ~ v 0- I-SM\ \ ° 480 ` ' oos K I cj UGH 0 0 \` ® z -N / BED 0 �a i 0 FgCH F o / \ l I a�9/- p \\ a�8 \ \\ ~ c RUBBER HOSE FRICTION GUARD v �\ ` \ `� \�\ 2 �Eq I I� y �2/ j SEPTIC SYSTE \\ ��o M� O Cs ANT. BLDG. \ r \\ o GUY WIRE >� ` ^�� z` . W Q _ !-' EXISTING PINES?. � \\ \\ � ~ .---- ''- �s '^ F6 4-SPt ' ` o \ 8k \ / // 2- 460 i \ 2-Po \ ��°5/ \ EACH I \ p,R��' \ \\ 3-� iZ \\� All IS BED E ' 4- 3" dia. CEDAR STAKES \ �, \ \ ` \�'` ® 3- TOP L SEED F� LQ ' \ C 0S�R 8 ft LONG \\ - \ �480 \ \ cj0 i ' ® \\ F+N W 0 (� 3" SHREDDED BARK MULCH LIGHTING NOTES �� 4g0 \�� — — \ EXISTING PINES 480s \\ \ ® \\ ® 3-SPt z 3" HIGH SAUCER SITE LIGHTING WILL BE PROVIDED BY A COMBINATION \ \4>g\ TO REMAIN / \ \ \ \\ ® ® �' Z Q OF PEDESTRIAN POLE LIGHTS AND BUILDING MOUNTED �.��� ` / ` � � = O RE�DENTIAL LIGHTS A MINIMUM OF 2 F.C. EILL BE ` -\� \ 50g 4je =11 III- - - - PROVIDED IN ALL PARKING AREAS AND WALKWAYS. \ L RE$ \\ w =III=III I=I II=I I=III=III= THE LIGHTING RATIO WiLL BE LESS THAN 4 TO 1. \ �\ � DER T-I= I -- AMENDED PLANTING SOIL \ \ \� Q �R > =III=III =III- 0 v� 6„ min. 3-SP2 -111=�-111-111=111=1 =I - - PLANT LIST \ STING PINES 1=T=1I1=III=1I1=1I1=T= 12" min \� \ REMAIN SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS \ \ \\� A TREE PLANTING DETAIL TREES A> /i//O�/'/ Dal,,�� 2� H SM ACER SACCHARUM SUGAR MAPLE 9 2.5 - 3 CAL 8 & B 9 (� NOT TO SCALE SA " 4js ' 1�N \. 0n° fRAXINUS PENN. LANC. SUMMIT SUMMIT ASH 3 2.5 - 3 CAL B & B \ ` \ �\ ® ! �O -SP2 t Jtets��-Flrtel PF MALUS PRAIRIE FIRE PRAIRIE FIRE CRABAPPLE 6 7 - 8 HT B & B \ \\ / Approval Cond " SD MALUS SNOW DRIFT SNOW DRIFT CRABAPPLE 3 7 - 8' HT B & 8 \ \\ \ / / 2. �A 20DO 1-SP2 Townhocaea Convw*on SP-1 PICEA GLAUCA v WHITE SPRUCE 23 6 - 7' HT B & B � ` or PINUS STROSUS EASTERN WHITE PINE 6 - 7' HT B & B o \� SP-2 PICEA GLAUCA WHITE SPRUCE 22 5 - W HT B & B \ \ �\ ` �� 2-� SPACING VARIES - 2 FINE SHREDDED BARK MULCH or SEE PLANTING PLAN � PINUS STROBUS EASTERN WHITE PINE 5 - 6' HT B & B � 3" SHREDDED BARK MULCH �\ PO QUERCUS PALUSTRIS PIN OAK 4 2.3 - 3" CAL B & 8 SB AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 2 2 - 2.5" CAL B & B SINGLE STEM 3" HIGH SAUCER � � » ' 3" SOIL SAUCER � \�� \ \ \ ® SCALE: 1 = 3® SHRUBS ASPHALT SURFACE A SPIREA BUMALDA ANTHONY WATERER ANTHONY WATERER SPIREA 21 3 GAL CONTAINER GROW -III-11I -T-III-�-- - \ �* _ _ "-T=11 f=Fl-- AMENDED PLANTING SOIL -I - -- WE EUONYMUS ALATUS COMPACTA COMPACT WINGED EUONYMUS 21 30 - 36" B & B II- =III=III= c III-III-III=1 =1 I = 11= -1 SP®8 I I _l a I I I ICI I --IIIIEI E EUONYMUS FORTUNEI EMERALD & GOLD EMERALD & GOLD EUONYMUS 18 3 GAL CONTAINER GROWN j�� �I( v � DWR, III= SO PRUNUS CISTENA RED LEAF SANDCHERRY 3 4 - 5' HT B & B Iltl =11 6" min. - AMENDED PLANTING SOIL H ILEX MESERVEAE CH. GIRL/BOY CHINA BOY/GIRL HOLLY 12 24 - 30" B & 8 - \ �8 OF 9 _ aI1- I T=1I1=111=1i1-I I1=7 1= =�(=�= 1=1 Ill=1 I IEI I _l-1 I I-1 I =l I - 1= I- C ILEX GLABRA SHAMROCK COMPACT SHAMROCK HOLLY 14 24 - 30" B & B =1 1=III=III=III=1 I_I =III=III=III__-III=III=III=1((- NOTE. THIS DETAIL SHALL b BERBERIS THUN. CRIMSON PIGMY CRIMSON PIGMY BARBERRY 15 3 GAL CONTAINER GROWN 6" min. \ \\ APPLY TO ALL GROUND COVER, S SPIREA JAPONICA LITTLE PRINCESS LITTLE PRINCESS SPIREA 24 3 GAL CONTAINER GROWN PERENNIAL BED PREPARATION PERENNIAL and ANNUAL BEDS. PERENNIALS and GROUND COVER NOT TO SCALE ST HEMEROCALUS STELLA D' ORO STELLA D' ORO DAYULY 54 , GAL J SHRUB PLANTING DETAIL \� BS RUDBECKIA GOLDSTURM BLACK EYE SUSAN 180 1 GAL NOT TO SCALE {.Cull:, 'ar k's Off iro L�[ffa Ce6ni:N i;t[?P( SMOOTH RUBBED FINISH on CURB INSTALL RIP RAP ON SIDES 3/8" x 3/4°' DEEP TOOLED JOINT AND TOP OF CULVERT END FINISHED GRADE 1/2" RADIUS 1" 5" BROOM FINISH PERPENDICULAR TO WALK TOOLED SCORE JOINT CONCRETE WALK 1/2" RADIUS 1„ 5,. SMOOTH RUBBED FINISH on CURB FLARED END SECTION SEE PLAN, 5' oc NOMINAL SEE CONCRETE DETAIL C ° w/ BOLTED COUPLING BAND VEXPANSION JOINT eo D ° ° FINISHED GRADE LAWN SEE PLAN, 25' oc max 6" x 6" NO. 6/6 WOVN WIRE MESH ° .° \ \ \ \ \ \ \ ASPHALT D D. o 12" GRANULAR SUBBASE COURSE `o ° \/\//\/\//\/\//\ -12" min. DOT MEDIUM STONE FILL ° • ° NYS DOT SECT. 304. TYPE 4 ASPHALT ° ° //j\�/j�/j\�/%/j\//j�/j\� SEE PLAN CULVERT PIPE 1 1/2" TOP COURSE ASPHALT o 7� o ° �O� COMPACTED TO 95X STD. PROCTOR o ° '.° ° o''o rA� ° n D \\\ \\\\\\\\\\\\\\/\\ O —III „ BROOM FINISH �0 08 \/\/\/ — % / / / / / / / / o _ — BURY D 4 I L n 2°' BINDER COURSE ASPHALT __ _o� ©. tz, - .ARASE COURSE o � // //\//\//\ /\/\//\//\/ _ 4" min #2 STONE ° o. o Cj:o';'o ,..o NYS DOTSEC ANULAR TB304 TYPE4 E \ \/\ o / //\/%//i\%i wE o / oo / 'D oo / / 6" GRANULAR SUBBASE COURSE — = GEOTEXTILE FABRIC 0:: ©p' COMPACTED TO 95X STD. PROCTOR \\\\\\\\j\�c� o � o //\\%\\i E //\//%//% �g o // // NYS DOT SECT. 304. TYPE 4 I—III—III—III—I III—III—I / / SUBGRADE COMPACTED TO i, i\\\i\\\i COMPACTED TO 95X STD. PROCTORlog —III—III—III—I (I— —III— - I I IIII II I III III I I I) I =) I SUBGRADE COMPACTED TO \\\jj/\\ \/\\\ \\�\\\�\\\ \ \ \ \ \> 90X STANDARD PROCTOR COMPACTED TO 611 III III i II II I IIII IIIII III,SUBGRADE TOOLED EDGE, 1/4" RADIUS min — — — — — 90X STANDARD PROCTOR \/\j\ \//\//\j/\ \ \\/\j/\//\\/\/ SOX STANDARD PROCTOR min i/i/i/i/i/i/i/i/i/�/i/i/i i PLAN CROSS SLOPE- 1/8" To 1/4" per FOOT (MAX 5/8 per ft.) ,ASPHALT PAVEMENT INTEGRAL CONCRETE CURB M POURED IN PLACE CONCRETE CURB N CULVERT END SECTION AND OUTFALL K NOT TO SCALE L NOT TO SCALE NOT TO SCALE NOT TO SCALE BROOM FINISH SURFACE TYPICAL PERPENDICULAR TO WALK TOOLED SCORE JOINT EXPANSION JOINT 1/4" R. 1/2" DEEP 3/8" COMPRESSIBLE FILLER WITH ZIP STRIP & SEALANT 6x6x6/6 WWF TOO. BOTH EDGES TOP OF SEALANT 1/2" BELOW FIN. CONC. 4,000 pal CONCRETE 41) p O P �. .o�.• GRANULAR SUBBASE RECOMMEND ALL ACCESS ?' ' o °'' & CLEANOUT OPENINGS iv E NYS DOT SECT. 304. TYPE 4 COMPACT TO 95X STD PROD FINISH APPROXIMATE RAISED TO 6" BELOW FINISH GRADE FINISH GRADE. INLET BAFFLE 12" MIN. COVER OVER =1 1=1 1=1 1=1 11=1 (=1 11=1 hI I(=1 11=1 11=1 11=1 I a III—III—III—III=1 I I=1 I I-1T_I-1I I—III-�1=1I I III—III ALL STRUCTURES — — — —— — _ _ I-III III-III 111-III-III-III III III=III II III-11 LIGHT DUTY MANHOLE FRAME #1 DI DISTRIBUTION BOX MILLER MILL OR US SUBGRADE COMPACTED TO s CASTINGS #1304BAND COVER ( )OR EQUALE SYRAC BY FORTEE `\\\\`\ Ill yA✓f� //, SOX STANDARD PROCTOR EQUAL =41= o sEcnoN P CONCRETE WALK -ELECTRICAL JUNCTION =ac NOT TO SCALE BOX 3 $ a coa o 000 ALL OUTLET INVERTS ''� '''••, mt` M ° PEA EXACTLYTO BE ETHETSAME MIN. SLOPE LIQUID LEVEL MIN. SLOPE GRAVEL ELEVATION. 1/4" PER FOOT i 8 PER FOOT HDPE DIA. (USE OF SPEED LEVELERS FORCE MAIN QISTRIBUTION BOX ENCOURAGED) N.T.S. SEPTIC TANK r,_.__ BY FORT MILLER OR 4 PIPE TO 1,25o GAL �STALLATION OF DISPOSAL FIELDS EQUAL INLET & OUTLET EMERGENCY OVERFLOW 1-1/2" DIA. PIPE z TANK - SEE PLAN FOR 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, i a z z BAFFLES ORIENTATION AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. a o DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND a ; � ; 3/8" DIA. WEEP HOLE ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND % g P. $ o�xQ CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 3b3 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS 3 �y 06 o ALARM ON CHECK VALVE OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. c M PUMP ON M 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, a' THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED ec d MINIMUM 2x WIDTH (n AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN N o SMEARED SECTIONS OF TRENCH. MAXIMUM 4x WIDTH z PUMPS OFF 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE 0 r BARRIER MATERIAL SHALL BE AS SHOWN, AND CARE SHALL BE In rc X w SUBMERSIBLE EFFLUENT PUMP I EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND � o a q a ° • OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5 w € °' O 0000 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE d i PROVIDE 3" SAND OR—��DO�00 1,250 GALLON PRECAST RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT o m FINISHED GRADE PEA GRAVEL UNDER TANK SEPTIC TANK CONCRETE SEPTIC TANK MERCURY FLOAT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS Z P ACCESS PLUG S� N.T.S. SWITCH WITHWEIGHT (TYP.) OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID & 1" IN GRASS AREAS WITH THE HOLES DOWN IN ALL CASES. FLUSH WITH PAVEMENT 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL SEPTIC TANKS EFFLUENT PUMP STATION AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. NOT TO SCALE 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM $ TOP CASTING STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AT 20 FEET TOTAL DYNAMIC HEAD, PUMP TO BE 1/3 HP GOULDS AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. MODEL 3885WE03L OR EQUAL. z s 2. ALL STRUCTURES TO BE PLACED ON FIRM COMPACT SAND OR SERVICE sox GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 2 ALL PUMP STATIONS TO BE SIMPLEX. ONE SPARE PUMP TO CORPORATION STOP CURB STOP ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS BE KEPT ON SITE FOR EMERGENCY REPLACEMENT. New York State Health D ~ NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. PUMP CONTROL PACKAGE TO BE SUPPLIED BY PUMP For A Departmentcn 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY MANUFACTURER. AUDIBLE AND VISIBLE ALARMS Approved Date and signature CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. TO BE ACTIVATED BY SEPERATE FLOAT. � refer to First Sheet � z 2 WATER LINE 4. PUMP CYCLE VOLUME - BOX OF ABSORPTION FIELD PIPE VOLUME TO HOUSE ALL SERVICES SHALL BE METERED PLUS FORCE MAIN VOLUME. p� � IN ACCORDANCE WITH QUEENSBURY PUMP STATIONS #1 & 2 - SET EQUAL TO 305 GALLONS A ® WATER DEPARTMENT STANDARDS PUMP STATION #3 - SET EQUAL To 235 GALLONS E—i o �—+ v WATER MAIN e K COPPER Tu�NG SOLID CONIC. BLOCK EMERGENCY OVERFLOW TANK y 111 1'FOR SERVI SERVICE OVERR1100 AN OR EQUAL 70 100 AS REQUIRED PIECE BARRIER MATERIAL f'O� EMERGENCY OVERFLOW TANKS TO BE STANDARD 44 1,250 GALLON SEAMLESS SEPTIC TANK WITH NO 18" MAX CURB STOP WITH BOX OUTLET. PROVIDE ACCESS MANHOLE PER PUMP =IIII= A STATION DETAIL ABOVE. PROVIDE FLOAT ACTIVATED � ® J Nor To SCALE ALARM SET TO ACTIVATE ALARM LIGHT WHEN THERE 2" MIN. coo? 00 SLOPE o 6 MIN. � IS MORE THAN ONE FOOT OF LIQUID IN THE TANK. o 000 ---�- o d7 c� 0 oQ��l�Oc� 4" PERFORATED PVC LATERAL, FOR SOU. DOSED SYSTEM LAY LATERALS LEVEL 1. ND OF ALL DISTRIBUTOR PIPES MUST BE cn o PLUGGED UNLESS INTERCONNECTED. M®1.� Li 2. ALL LATERALS TO BE OF EQUAL LENGTH. W 'o I"— STANDARD ABSORPTION TRENCH PROFILE o NOT TO SCALE TOPSOIL (6" min.), SEED AND ® MULCH SEPTIC SYSTEM AND ALL W EI ABSORPTION TECH (SEE STANDARD DISTURBED AREAS IMMEDIATELY E ABSORPTION TRENCH DETAIL) AFTER INSTALLING SYSTEM COPPER WATER SERCVICE PIPE. WHERE POSSIBLE LOCATE BACKFILL WITH MODIFIED SOIL 2'-01 4'-0' 2'-0' r, ABOVE SEWER. IF WATER MUST BE UNDER SEWER, SEWER PIPE MUST BE PRESSURE TESTED TO INSURE IT IS WATERTIGHT. 15% MAXIMUM 2,II- 4-0• SPACE FOR FUTURE TRENCHES CROSS SLOPE- M�� -{I MIN. IF REQUIRED (50% REPLACEMENT) ON SLOPED SITES WATER PIPE WATER MAIN -OFOR SETTELMNTVERFILL TO OW i �ITiIIIITIlll=11 ® ® ' ° ' EE 6._011 — ® IIIIIIIIIIIIIIIIILLIIiLllli�l�ll HEN MIN. N SANITARY SEWER— PLACE JOINTS EQUIDISTANT AND II I zN EARTH UNTREATED BUILDING PAPER, AS FAR AS POSSIBLE FROM THE WATERPIPE. -III=I( ____—_— — _ —_—_—_— — — — — — oR GEOTEXTILE, III III—III—III III III—I 1—I I I—III—I 1—III III—III I—III—I „ 11=1 i I—III—III—�I I—I I III—III I I(—III—III—III—III—III—I 11=III-1 I I 24 MIN. EXCAVATE EXISTING SOIL 2" IN z 4" PERFORATED Date°80pt 15, 2003 LATERAL RevlMcne PRIOP TO FILL PLACEMENT g GROUNDWATERUM ELEVAONAL TION m oQDO �j�Q t CT Me16 C'otm�s to �O o 0 000 3/4" TO 1 112 2. Jan 31, 2006 EFULLY SELECTED FILL MATERIAL, WELL GRADED LOAMY SAND. z CRUSHED STONE TowNlaee Cplye11,01011 OR WELL GRADEDLOAMY SAND GRAVELS, CONTAINING A MINIMUM OF 3 Mw.31, 2000 1OX SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS 6'-0' .� SANITARY — WATER PIPE CROSSING LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 5 TO N DOHRerk" 7 MIINUTES. COMPACT FILL IN 6" LLIFTS WITH LOW GROUND PRESSURE a. Apr. 2A 2006 NOT TO SCALE TRACK MOUNTED DOZER. DO1i 13MM" MAXIMUM SEASONAL HIGH _ MODIFIED SOIL SYSTEM DETAIL GROUNDWATER ELEVATION BCAIz AS NOTED EM USE ON &L TOYN14OUSE SEPMC SYSTEMS NOT To 50" STANDARD ABSORPTION TRENCH SECTION .JOB Nk 47320 NOT TO SCALE R SEWAGE DISPOSAL SYSTEM DETAILS Dill S 9 NOT TO SCALE T9