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Dunton Site Plan Maps & Plans PROJECT DESCRIPTION DUNTON RESIDENCE, 18 TALL TIMBERS ROAD THE PROPOSED PROJECT INVOLVES SITE IMPROVEMENTS AND REVISIONS/ADDITIONS TO THE EXISTING GRAPHIC SCALE: �l RESIDENTIAL STRUCTURES LOCATED ON A 1.29 ACRE PARCEL IN THE WATERFRONT RESIDENTIAL (WR) DISTRICT ALONG LAKE GEORGE. AS THE PROJECT WILL INVOLVE A SIGNIFICANT RENOVATION AND ADDITION TO THE PRIMARY RESIDENCE, PHASE 1 OF THE PROJECT WILL INVOLVE IMPROVEMENTS TO o THE EXISTING DETACHED GARAGE/BEDROOM BUILDING INCLUDING THE RENOVATION OF THE EXISTING 20 24 0 �-' LIVING SPACE ON THE SECOND FLOOR OF THE EXISTING GARAGE. ON A TEMPORARY BASIS THIS SCALE: 1"=20' PROJECT Z - EXISTING BEDROOM SPACE WILL BE RENOVATED TO SERVE AS A COMPLETE LIVING SPACE WITH THE 8 LOCATION a ADDITION OF A FULL BATHROOM AND KITCHEN FACILITIES. THIS PHASE 1 RENOVATION WILL ALLOW ENVIRONMENTAL DESIGN THE OWNERS TO RESIDE ONSITE WHILE PHASE 2 OF THE PROJECT IS UNDERTAKEN. UPON J COMPLETION OF THE PRIMARY RESIDENCE RENOVATION/ADDITION AND BEFORE A CERTIFICATION OF N PARTNERSHIP, LLP. OCCUPANCY IS AWARDED, THE EXISTING LIVING SPACE IN THE GARAGE/BEDROOM STRUCTURE WILL BE a 16-1-25 rn kv CONVERTED BACK TO A LIVING ROOM/BEDROOM SPACE ONLY. ALL KITCHEN RELATED COMPONENTS 239 900 Route 146 Clifton Park,NY 12065 (OVEN, FULL SIZED REFRIGERATOR, KITCHEN STYLE COUNTERTOPS) SHALL BE REQUIRED TO BE Z11REMOVED. REFER TO THE ATTACHED ARCHITECTURAL DRAWINGS WHICH PROVIDE FLOOR PLANS FOR 1 o (518)371-7621 edpllp.com r- $ y` 4\ THE PROPOSED TEMPORARY LIVING SPACE AND A FLOOR PLAN FOR THE SPACE AFTER BEING CONVERTED BACK TO A NON-KITCHEN SPACE. PHASE 2 OF THE PROPOSED PROJECT WILL INVOLVE THE ADDITION OF NEW LIVING AREA AND AN O: 0 ATTACHED GARAGE TO THE EXISTING PRIMARY RESIDENCE. A REPLACEMENT WASTEWATER SYSTEM AS a 0 DETAILED ON THE UTILITY PLAN WILL BE CONSTRUCTED DURING PHASE 2. THE STORMWATER >= MANAGEMENT SYSTEM WILL ALSO BE CONSTRUCTED UNDER PHASE 2. WATER SUPPLY WILL BE FROM -a LAKE GEORGE WITH A CONTINUATION OF THE USE OF THE EXISTING SUPPLY PIPING. n SITE LOCATION MAP TAX PARCEL MAP W CD $ SCALE: 1" = 2000' ENTRY PORCH SCALE: 1" = 500' COVERED PORCH z 6 PERMEABLE PAVER W 6 DRIVEWAY ti °N 32 �2a g"�0 g2 d 6 CONVENTIONAL ASPHALT Lu z0 COVERED PORCH / g�� DRIVEWAY WITH 1 FT W -109WITH STEPS � ° 12" WING CURB y 0 z I'� \ `�_` n� HEMLOCK N EPS 12 1/I 341 HEMLOK _ WOOD 346 W I z d RAIL NCEk� f/EMLO X ROW ��� � O � WI ROOF DECK OOD RAMP y� / �Sg / 2/2 z w/ Z OVER BOAT HOUSE / 24„ 7 4 0 a WHITE w Im PINE Q u Z 46 7' 354 d MA LE 3g4—� 0- DOCK 8 ,: •.` N t1l - �QZ Q r z 356 O ' 0 I / ADDITION :;:::y :. : ,:: �P� m � Lu o N343.20 396' 0 Nth 94 a :. M L P / 3j, k M o o-.� / Z M o M gLL NEW COVERED AREA WLu W N AR QE as EXTENDED 5 FT W W N oe oe h M N N CO _ = 42. 0 ?� FROM GARAGE y m . z Jo I I �a Mp Ma a / RASM;�,FoGl 0 Z a qG 35326 s' F 0 0 J J } v4 h / / BENCHMA � J y � 00 RK: z STO a ? I � l GARAGE FINISHED FLOOR ti / Cpy I ELEVATION = 360.00 STUC19 F 3 �/ Q f10U,g�c WOOD LAN G x o coa Q 0� / srE Q Oo } ASPHALT oe 10 s, SURFACE N BENCHMARK: L_ I STD DATE: SEPT.O� 15, 2017 W HOUSE FINISHED FLOOR _ I WALL W v ELEVATION = 343.20 �j I o NEW COVERED AREA SHEET TITLE W EXTENDED 5 FT/ FROM GARAGE tea' PROPOSED a PROPOSED WALKWAY TO 3 SECOND FLOOR OF 27" WHITE w/ (2j2 SITE PLAN z o PINE PROPOSED DECK MAP REFERENCE / a' NEW GARAGE 6'X15' curs BASE INFORMATION TITLED "MAP OF A SURVEY MADE FOR N �� o N NEW ADDITION ROBERT F. & MARY LOUR DUNTON", AS PREPARED BY VAN P , J DUSEN & STEVES LAND SURVEYORS, DATED MAY 22, 2012 ' / I / P�Q� o,, SHEET NO. S-1 as 0 LAKE E le D GORG 3 ENVIRONMENTAL DESIGN Y/ ARE4�' / 56,266.* PARTNERSHIP, I. '.".* ACRES 900 Route 146 Clifton Park,NY 12065 N814 41 GRAPHIC SCALE: (518)371-7621 edpllp.com OVERALL LOT MAP2a a 20 SCALE: 1" = 80' 0 N SCALE: 1"=20' 36 APPROXIMATE LOCATION it OF EXISTING SEPTIC TINW $ SYSTEM N REMOVE EXISG REMOVE EXISTING Z o M TREES TREES LO ~ C C. ._ ` a PS 12"HEMLO K ` - --- 3WOOD RAIL z346 rF y LO A RM \` -_-—- NCE yk0 HEM CK'hyo tiUJ CRUSH D N - O Z ROOF DECK OOD RAMP o y� D / ��b --L - -- ST°NE D /VE 2�2 _ _ \ X a y OVER BOAT HOUSE / 24•• y HEMLOCK w E :544 - _—MAPLE W d WHl TE _ PINE 12" cg 0 EMJOCK b6 ) -ASP - 7' 354 IW WI _ MA LE 354 \to Z DOCK 2' 9" ITE 48 "� ), .,`�� Z IM,L1C HEMLO K TE 348 350 0 :3 W Im3 0 r �— 1z' _jCi -' OCK Q' 3 < L �J 358 J �� 356 d Tl BE S ��. P� a 0 cul GAN N N N I o - / ?s,2, �S Z 0 p M — / R44-f,-Ry WOOD 353' 2 OLu LLI C3 N Z a o / ' h / / BENCHMARK: 0) Fm m W 2 U Q .2 STORY M h l l GARAGE FINISHED FLOOR ' CC 0 Z 0 G ►� 0,00' STUCC "� / ELEVATION = 360.00 /Ya t / NOU,gF WOOD LANDING 4'1 433' 0Z _� v Z O O / & STEPS ��j ��� F L6 L �XX 3 / / / ASPHALT J 0 5Q SURFACE 0 L Q Z ` y �G BENCHMARK, — p LAG l / NPL1 �PLK WHOLE 1� F 3: x a O HOUSE FINISHED FLOOR °N ORCN l PSP Q co 0 Q p Pv ELEVATION = 343.20 / L _ r r } oe STEPS DATE: SEPT. 15, 2017 W CONC. .� NM 2/2Ld STEPS 27"PINE TE W� �2) O curs SHEET TITLE W �^ Pia oe EXISTINGoe REMOVE EXISTING ASPHALT 3 N81- / WALK, CONCRETE PATIO PDQ o, CONDITIONS z 47 41 REMOVE EXISTING CONCRETE AND STEPS o STEPS AND PATIO �� PLAN a 13U SHEET NO. S-2 } X67 ' o SOILS ANALYSIS - TEST PIT DATA MAY 18, 2015 DEVELOPMENT NOTES - WATER SUPPLY WILL BE FROM THE LAKE PARCEL DESCRIPTION: THIS 1.26+ ACRE WATERFRONT PARCEL IS AN EXISTING RESIDENTIAL LOT WHICH - THE POWER SUPPLY COMES TO THE SITE FROM EXISTING OVERHEAD POWER ON TALL TIMBERS ROAD. FOLLOWS A STEEP SLOPE FROM ROAD TO WATERFRONT. TEST PITS WERE EXCAVATED IN THE AREA OF EXTENT OF UNDERGROUND SERVICE TO BE DETERMINED BY OWNER. THE PROPOSED WASTEWATER DISPERSAL SYSTEM APPROXIMATELY 130 - 150' FROM THE LAKESHORE AND LOGGED BY DENNIS MACELROY, PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS FOLLOWS: - SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING MOUNTED FIXTURES AT DOOR ENTRIES AND POST LIGHTS FOR DRIVEWAY AND WALKWAY AREAS. ALL LIGHTING SHALL BE "DARK SKY TEST PIT #1 - NORTH SIDE OF GARAGE, WESTERLY PIT PERCOLATION TESTS STANDARD" COMPLIANT 0 - 2" LOAMY TOPSOIL PERCOLATION RATES FOR THE NATIVE SAND MATERIAL - SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE ENVIRONMENTAL DESIGN 56"+ 56 MEDIUM SAND EDGE(FILL MATERIAL), LIGHT BROWN WERE NCH IN THE DESIGN RANGE OF 3 TO 5 MINUTES PER PLAN NTHE AAND WILLBE DETERMINED E REGARDINGTHE OWNER AND LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION OF PARTNERSHIP, LLP. NO OBSERVATION OR INDICATION OF GROUND WATER 900 Route 146 Clifton Park,NY 12065 TEST PIT #2 NORTH SIDE OF GARAGE, EASTERLY PIT (518)371-7621 edpllp.com 0 - 4" LOAMY SANDY TOPSOIL JOHN 4 - 36" MEDIUM SAND - FILL MATERIAL, LIGHT BROWN GRASS DEPRESSION #1 (2) 2" PVC SDR-21 a 36"+ REFUSAL - LEDGE / SEE DETAIL CLARUS FUSION 800 FORCE MAINS -y ETU TANK. SEE DETAILS 0 NO OBSERVATION OR INDICATION OF GROUND WATER (O.1' HIGH) „N 1000 GAL PRECAST '~ RAIN GARDEN #4 326 Zg a CONCRETE PUMP TANK RAIN GARDEN #2 c 3 �� �2 k 6 Z SEE DETAIL 3 3� 3 GUTTER TO SEE DETAIL cu N DOWNSPOUT /2" ABSORPTION BED 2 GUTTER TO C NC. /II HEMLOCK # a 290± SF F y DOWNSPOUT EPs 12" 44 Z C WOOD RAIL CE H _ k EA.jLO�,K ROW �� /1LLI Lu -109_ W �I o p O O 2i Z a V y ROOF DECK �� / �� / OVER BOAT HOUSE ODO RAMP/ �75 — _ , W z 24' Z d TEX E / 42. 46 _ _ �ge� 0IW WI \ MA LE _354----) 354 H DOCKg I1I 0 a � L ZI 356 Val y I ADDITION 342. 33$.:uP : — P a RAIN GARDEN #5 2 __ :; ):" ''':.;'.:.;,. . $T DD 0 343.20 P ; SEE DETAIL M ;�. W a N ry W CN - AR QE -26.v �s O o ry N m If— - 42. 02" ABSORPTION BED #1 LLI m y / GUTTER TO 290± SF N H r a 4A4,OR, WOO DOWNSPOUT Q O Z a a I 26.6" a� a e cq cFLLIM oeo / y Fm m W z BENCHMARK: C ' z U Q 2 sTo I :::;':;i;<:,::- ._:..:^;:t: '. ;. GARAGE FINISHED FLOOR G O G W ^/ STU I 50 p ..rv. ELEVATION = 360.00 0 0 Z F Z a 4 Ry / h CC0 / 2�C/ i kf nN HOUSE I �,�H,.:.:�'"` :.. �C o 00.,y Foi A v G / L6 d _j I .: 3E. P .`.^; ' O JRAIN GARDEN #1ASPHALT a w a SURFACE SEE DETAIL Z y h 6" w/ a �G BENCHMARK: L� I STONE 0 a a O WALL Q O HOUSE FINISHED FLOOR v ELEVATION = 343.20 _ I GUTTER TO r F F DOWNSPOUToe DATE. SEPT. 15, 2017 LzJ 27" WHITE RAIN GARDEN #3 NM 2/2 0 / SEE DETAIL PINE � cu s2) SHEET TITLE W GUTTER TO oe a / ..0.*00 DOWNSPOUT �� 6" STANDPIPE ; GRADING AND a / �Q�P nP GRAPHIC SCALE.,,, UTILITY PLAN z 4�' EXISTING RETAINED / DAYLIGHT 6" PVC FROM P o 0 Ns�• RAIN GARDENS WITH PLANTERS TO REMAIN v 0 RIP-RAP STABLIZED OUTFALL 20 a 20 J SCALE: 1"=20' SHEET N0. S-3 EXISTING PAVEMENT EXISTING 1. STONE SIZE - USE 2"CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. GROUND 6" MIN. MOUNTABLE BERM 2. LENGTH -AS EFFECTIVE BUT NOT LESS THAN 50 FEET. FILTER CLOTH (OPTIONAL) 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. PROFILE GRAPHIC SCALE: 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMUTED. 20 0 20 ENVIRONMENTAL DESIGN 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ` ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, R SHALL BE DONE ON AN f7_ f AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SCALE. 1 —20 PARTNERSHIP I.I.P. SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH EXISTING ' OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. PAVEMENT 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING IRESSING WITHNADDITIONALG OF MSTONEENT NAS CONDITIONTO PUBLIC S DEMAND AND REPAIR TS-OF-WAY. THIS MAY E PERIODIC TOPDCLEANOUT OF900 Route 146 Clifton Park,NY 12065 ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED PLAN VIEW 7. PERIODIC REMOVED IMMEDIATELY. NSPECTION AND NEEDED MAINTENANCE SOVIDED AFTER EACH RAIN. ��,�',SYMBOL ONTO (518)371-7621 edpllp.com CONSTRUCTION SPECIFICATIONS JOHN T i Q / (0.1' HIGH) STABIUZED CONSTRUCTION ENTRANCE p Q NOT TO SCALE INSTALL SILTSOXX, TYP. APPROXIMATE LIMITS 326 32a 33c 32 3k 6 W OF DISTURBANCE 3 3 / N�3 9,660 SF �' o Z Lfl 12' n/ C NC. M HEMLOCK EPS 12 �- _ 3¢4 W Oai EMLO K W 341 F N e WOOD RAIL NCE EMLOCK _ROW h� Lu ? ; A W OF DECK MP N _ NN 2/2 y O C3 _ __ = a z 30AT HOUSE OOD RA 24 AM 3 / ^j �Nro \ Z tl WHITE I / W Z a PINE 1 / W x 4 354 O Ld ZI 0CK S ti z Z W 0 a J oI I `-! ��� L 3 ZI 3 / / t 356 J a QY V11 o N 'PF=343.20 N ao a ;m C4/ CN ry N C) r— = 42. 0 26?' STABILIZED CONSTRUCTION Z ST oW; ENTTRANCE Q; m r Q 1 11O I , 2 R a 0 q / ;:' FRAMER A WOOD O y Z A FILTREXX®SILT SOXX ;'-`1' / ILu C3Oe BENCHMARK: � W N o I Mrz:: m N 2 STORY :: :;':,':i` =` 1,.'':i:;.,,r GARAGE FINISHED FLOOR ' C O W STUCCO ' I �/ ": y:y` ELEVATION = 360.00 G yy 0 Z z 0F L6 PHA Ld S RFACE a Z ` rn COMPOST SOCK CONNECTION/ATTACHMENT DETAIL IDS' to :.:.. Vl W. — I STONE I= Q _ 10WALL 3: x Im R 343.20 — — I 0 Q C] I � � � CHH } Al J / � a as y SATE: SEPT. 15, 2017 W FILTREXX®PYRAMID.STAKING DETAIL 27' WHITE N/M 212 Ld ry PINE ( ) O curs SHEET TITLE W THRU ACCESS TO REMAIN Oc EROSION SEDIMENT Oe a u / OPEN FOR DURATION 3 �e OF CONSTRUCTION CONTROL PLAN o P N a U FILTER SOCK INSTALLATION C3 J DETAILED PROVIDED BY FILTREXX SHEET N0. S-4 >_ CO C3 FUSION CONTROL PANEL RED AIR LINE f BLOWER POWER /l CORD INSULATE TOP OF UNIT W/ AIR LINE RIGID FOAM INSULATION. TD PANEL AIR COMPRESSOR R-8 PROTECTION REQUIRED '° ENVIRONMENTAL DESIGN MINIMUM. EXTEND RIGID 2 RISERS AND UD PLACED INSULATION 12" DEYOND DPANEL PARTNERSHIP I.I.P. ON STONE PAD, TO PROMOTE TANK ON ALL SIDES RED AIR ! DRAINAGE AWAY FROM COMPRESSOR. LINE STONE PAD INSULATED LID r RUBBER 900 Route 146 Clifton Park,NY 12065 AIR LINE ELBM (518)371-7621 edpllp.com TO PANEL BLUE AIR BLUE AIR LINE L 0 LINE CLEANOUT i Q BUILDING SEWER LINE AIR LINES >m Oo �mm 3 W $ Z WCL H � N Lu Lu FUSION TREATMENT UNIT y O Z O FUSION 800 TYPICAL PROFILEFUSION 800 AIR PUMP DETAILS W Z —0X NOT TO SCALE W W NOT TO SCALE o ZO z li a z WIm 99" 0 3 a iz, J a � N (U W Z a � N Jam oun ' z INLET Er CONFIGURATION 19 W O OUTLET G �N1E1 AIR COMPRESSOR 0; m A � 2 RISERS AND LID PLACEDy ON STONE PAD, TO PROMOTE � 0 y Z 0 \W s DRAINAGE AWAY FROM COMPRESSOR W W W W N C3 H E DO NOT INSTALL UNDER m W DRIPLINE OF ROOF. ' C ' O' N 00Z � z a L� 24" DIA 24" DIA OPTIONAL DECORATIVE ROCK CONFlWRATIO F } 0 20" DIA � J L A 0 ,4 w W NOTES: L 4 Z7 a O 1) DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. L STONE PAD 4 SCH 40 2) THE OVERALL HEIGHT DIMENSION "H" IS TO THE TOP OF THE NARROW � co0 Q G PIPE ADAPTER RING, NOT THE RISER LID. 3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE ro PURCHASED SEPERATELY. oeoe M DATE: SEPT. 15, 2017 W m n EXCAVATING DIMENSIONS N SYSTEM L W H I E FUSION 8008'-3" 4'-8" 6'-2" 5'-4" 4'-10" TYPICAL INTEPoOR CONFIGURATION O SHEET TITLE z W ENHANCEDoe oe FUSION 800 DIMENSIONS 8c EXCAVATION DETAILS AIR PUMP DETAILS TREATMENT z --o NOT TO SCALE NOT TO SCALE DETAILS a U O J SHEET NO. S-5 :10 30" FRAME AND COVER TO BE HEAVY DUTY PLASTIC FRAME AND PRECAST PLASTIC COVER ASSEMBLY BY POLYLOK RISER BY POLYLOK OR OR EQUAL EQUAL AS NECESSARY WASTEWATER BASIS OF DESIGN FIX FLOAT BRACKET TO TOP OF TANK OR RISER SECTION. DESIGN FLOW: 5 BEDROOMS 5X110 GPD = 550 GPD 12' t ENHANCED TREATMENT PRECAST CONCRETE UNIT (ETU): CLARUS FUSION 800 ENVIRONMENTAL DESIGN PUMP CHAMBER (1000 GAL w �.' SEPTIC TANK) 30- OPENING J PARTNERSHIP LLP. TIMER OPTIONAL BY UTOPIA ENTERPRISES ES OR EQUAL m GUIDE RAIL ;e•. ✓1 � OVERRIDE SYSTEM FLEXIBLE BOOT PUMP SYSTEM: DUPLEX EFFLUENT PUMPS (COULD MODEL 3885) O O ALARM BYCONEMANUFACRY TYPE CONNECTOR (TYP) IN 1000 GALLON CONCRETE PUMP TANK WITH TIME DOSE CONTROL gp0 Route 146 Clifton Park,NY 12065 FLOAT AOBE TO CONTROL PANEL PANEL (SJE RHOMBUS — IFS SERIES) L g A AT HOUSE-SEE NOTE (518)371-7621 edpllp.com M� TO CC=RUS TANK ABSOPRTION FIELDS: EACH PUMP WILL DISCHARGE TO AN INDIVIDUAL FORCE MAIN TO A X UNION a" PVC AT 1% MIN. Q DISCONNECT RESPECTIVE ABSORPTION BED FOR DISPERSAL. ABSORPTION FIELD �.• Y4 TURN BALL VALVE DRAIN BACK 4 t WILL BE IN A BED CONFIGURATION WITH AN APPLICATION RATE OF VALVE FOR COLD CLIMATES _ 0.95 GPD/SF OR 290 SF FOR EACH BED 0 AND SEASONAL APPLICATIONS O FDW _ _ 15 f III-� r SEE NOTE — BALL CHECK VALVE >0 TO DISTRIBUTION HEADER —III- � ~ 2" PVC FORCE MAIN - SCH 40 III-1 W N TIMER ENABLERFLT —III III— CRUSHED STONE BACKFILL TO C -I « ~' `4 '...r > III - SPRINGLINE OF PIPE (TYP.) L y SUBMERSIBLE EFFLUENT PUMPS; IN CRUSHED STONE III— NOTE: Z � MODEL 3885 BY GOULDS PUMPS LEVELING FOUNDATION -ALL PIPE CONNECTIONS TO USE LL, Lu ' t OR APPROVED EQUAL - _ III- PRESSURE RTTINGS z _ _-III-III- -CONTROL PNEL TO BE A y = � 0 III-III—III—III—III- LUINDI.SI liR6 I,ISUBi IRIADE -III—III—III— DOSE PANELASJE RHOMBUS IIFS —I I—III—III—III—III— �—III—III—III—� SERIES OR EQUAL a -FLOAT SETTINGS TO BE DETERMINED Q BY THE ENGINEER DURING WASTEWATER O W X DUPLEX PUMP PIT SYSTEM STARTUP Z C3 NOT TO SCALE W 00� ; 94 0 ' 1z, J 0- Cd(U x Z a ? N z z W0 C3 mm7 o 50 yZm O� A GARAGE Z M C3 FILTER FABRIC W 01!FILL SYSTEMS STANDARD NOTES: CLEAN SAND FILL WITH 3" COVER W W N OF TOPSOIL AND VEGETATION m ' ' Z A. IN THOSE CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLATION AS PROVIDED FOR IN w THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A FILL 0 2 y O 0 Z SYSTEM MAY BE U77LIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL C3 O V NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE FILTER FABRIC L } PROVISIONS OF THIS ORDINANCE. r J A B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: 3, A 0 Q . B" THICK STONE g 355. 3548 RETAINING WALL J LJ MIN 1) THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE(3) FEET WITHIN 1000 FT OF LAKE . O (4 GEORGE) OVER AN IMPERVIOUS LAYER. DISPE(3/4SPE RSAL BED WASHED) (DESIGNED BY OTHERS) Qi Q ` 2 �/ 2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN (10) 290± SIF (TYPICAL) ■ / x PERCENT. Q co 0 a C3 3) WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, AND OTHER PLANT F F } FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED. 4) THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO EXISTING LEDGE N SOLID OBJECT LARGER THAN THREE(3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE ELEVATION=354± DATE: SEPT. 15 2017 W NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. _'+_w. 349.0 W 8" THICK STONE 5) SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE(3) FEET BETWEEN ANY TRENCH BOTTOM AND (3/4"-1" WASHED) x ... C3 MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST BE THREE(3) FEET W?7H/N 1000 FEET OF LAKE GEORGE DISPERSAL BED SHEET TITLE z CLEAN FILL IN ACCORDANCE 6) ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS. 290± SF WITH FILL SYSTEM INSTALLATION Ld 7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP-SLOPE DIRECTION AND OF NOTE #2 Q SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. WASTEWATER 3 8) THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE DETAILS z RUNOFF, AND SEEDED. C3 9) SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON THREE (3) Q HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER. G WASTEWATER SECTION NOT TO SCALE SHEET NO. S-6 } as :](3 TOP OF WALL OR EARTHEN BERM 45 MIL POLYPROPYLENE ELEV=338.00 LINER AROUND VERTICAL PERIMETER WHEN RETAINING OVERFLOW WEIR WALL PRESENT ELEV=337.50 NATURAL STONE RETAINING WALL ENVIRONMENTAL DESIGN II— =111 PONDING ELEV=337.50 (DESIGNED BY OTHERS) 111 - _ PARTNERSHIP, LLP. l�ll�Tl—� 900 Route 146 Clifton Park,NY 12065 - __ _ _ 11==�— (518)371-7621 edpllp.com —ll1=lll=lll=— --- --ll1=ll1=ll1=ll1= =111=111=1J1 BOTTOM OF GRASSED/STONE "1-111= — =ll1=ll1=ll1=ll1=ll1=ll1=ll1=ll1=ll1=ll1=ll1=ll1 1-111= I-111— SWALE SHALL REMAIN -III-III-III-III-III-III-III-III-III-III-III-III-Ili-11 - iI-III,-III-III -"-1 1=1 1=1 1=1 1-1 1-IIII-1 1=1 1=1 1=1 1="' -I uu UNCOMPACTED IN ORDER -111-111_1i�- - - �-111-111 � MAINTAIN 3' MI TO PROMOTE INFILTRATION. VERTICAL SEPARATION ELEV=337.00. IF STONE IS USED TO GROUNDWATER OR ¢ SHALL BE CLEAN, WASHED #2 STONE UQM SURFACE of DEPRESSION AREA _ IMPERVIOUS LAYER. O o TO BE GRASS OR STONE, AS DETERMINED BY OWNER. STONE SHALL BE 2" MIN. SIZE r O SHALLOW GRASSED STONE DEPRESSION zCILI NOT TO SCALE W n CL H � N Lu y = a O z Wz Lu X O W Z O H T T RAIN GARREN ElEVA710NS 0 a I I -RECOMMENDED SOIL MEDIA MIX I.D. "A-1" "A-2" "A-3" "A-4" W CI TYPICAL FOR RAIN GARDENS: I I #1 360.50 N/A 359.50 355.50 izi 85$SAND (LESS THAN 5$CLAY CONTENT) Q 0- #2 352.50 N/A 351.50 347.50 INSTALLATION cuIDFUNEs N TD$SOIL FINES #3 351.50 N/A 350.50 347.00 POROUS PAVERS AND ASSOCIATED SUBBASE SHOULD BE y I 5$ORGANIC MATTER INSTALLED TOWARD THE END ON THE CONSTRUCTION N TYPICAL 339.00 338.50 N A 336.00 PERIOD. UPSTEAM CONSTRUCTION SHOULD BE COMPLETED y / DOWNSPOUT AS MIX SHALL BE FREE OF STONES, ROOTS, WOODY / AND STABIUZED PRIOR TO CONNECTION TO POROUS PAVERS. PER ARCHITECT DEBRIS AND ANIMAL WASTE WITH A SOIL P INDEX ` #5 339.00 338.50 N/A 336.00 POROUS PAVER AREAS SHOULD BE CLEARLY MARKED PRIOR LESS THAN 30. (PER CENTER FOR WATERSHED TO CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE AND W N Jam Q r PROTECTION) SELECT NATIVE PUNTS(SEE WO? COMPACTION DURING CONSTRUCTION. z / GEORGE FACT SHEET-RAIN 7YPCIAL MANTENANCB>3pimUL@ SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPER C3 GARDENS).PLANTING DENSITY TO DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR W O ' b BE 1 PER 4 SF,MIN. SUBJECTED TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR M 6'STANDPIPE•WITH 1,-MINIMUM 1 STANDPIPE PER ACIRM 801FLIAE TO PLACEMENT OF GEOTEXTILE AND STONE BED. IF THE W 75X HERBACEOUS GROUND BEEHNE CRATE TDO SF OF RAIN GARDEN TYPICAL DOWNSPOUT OUTLET ELEV-A-3• AREA HAS BEEN COMPACTED DUE TO DISTURBANCE AND INTO RAIN GARDEN WITH STONE CDVER/PERENNIAL ENSURE THAT PAVER AREA IS CLEAN OF MONTHLY CONSTRUCTION EQUIPMENT LOADING DURING EARUER STAGES 0 y y A APRON WHERE REQUIRED 25:C SHRUB DEBRIS OF CONSTRUCTION THE SUBSURFACE SHALL BE Im TOP OF WALL ENSURE THAT AREA DEWATERS BETWEEN MONTHLY AND AFTER STORMS DECOMPACTED AND RESTORED BY TIWNG THE SOIL TOA0 Z d�-A-T• STORMS X0,5" DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE STONE 0 W B"MIN.STONE BED WITH ACAT-MOUNTED RIPPER,TRACTOR MOUNTED W 111 TYPICAL RAIN GARDEN W DRIP EDGE UNDER WEIR AS PER ARCHITECT ENSURE THAT THE AREA IS CLEAN OF MONTHLY DISC, OR TILLER. Lu C4 oe ROOF EAVE ELEV-A-2" SEDIMENTS • PLACE GEOTEXTILE AND STONE BED IMMEDIATELY UPON m O MOW UPLAND AND ADJACENT AREAS,AND SEED AS NEEDED APPROVAL OF SUBGRADE PREPARATION. > B Z O \ IMPERMEABLE MEMBRANE BARE ARES FABRIC SHALL EXTEND AND BE SECURED AT LEAST 4 FEET C O O O (POLY OR PVC WATERPROOF VACUUM SWEEP FREQUENTLY TO KEEP SURFACE TYPICALLY 3 TO 4 TIMES A YEAR OUTSIDE OF BED.THIS EDGE STRIP SHALL REMAIN IN PLACE 0 c /� + 0- LINER)ON INTERIOR OF WALL UNTIL ALL BARE SOILS CONTIGUOUS TO THE BEDS ARE z TTTT� V ` FREE OF SEDIMENTS AS PER ARCHITECT STABILIZED AND VEGETATED. INSPECT THE SURFACE FOR DETERIORATION OR ANNUAL } PUNTING SOIL MEDIA- SPAWNG O 04 MIX 30"MIN DEPTH 19 m A CONCRETE PAVER BY TECHO O A W RAIN GARDEN FILTER MEDIA Q STONE EDGE RESTRNNT JOINT FILL' BLOCK "PERMEA"OR EQUAL Z y WALL PER RETENTION REQUIRED WASHED STONE Y" INSTALL AND SPACE IN N ARCHITECT FILTRATION ZONE ACCORDANCE WITH L 2 �/ ¢ WASHED UNIFORM STONE MANUFACTURES SPECIFICATION r i x RAIN GARDEN#1 -8"MIN. Q I• s / BEDDING LAYER: ) WASHED co 0 Q C3 I I STONE(2"THICK) t—NON WOVEN GEOTEXTILE FABRIC EXXIISSnNG�GR DE. FOUNDATION: :3 SEE PUNS 3/4"CRUSHED STONE(6"MIN) 04______� TYPICAL �`""" ®® ®O - ® 2017 Z RAIN GARDEN — — — RESERVOIR: �� W WALL AS PER III=IIIb-IIIb-IIIb=IIII=IIII=IIII=IIII=IIII=IIII. IIII=IIII=IIII ) W ARCHITECT 6"SOLID PVC SDR-35 =IIII 11=1111=IIII=IIII IIII II IIII=IIII=1 2-3"CRUSHED STONE(24" MIN BLDG.FOOTING (DESIGNED BY AT IX MIN.TO DISCHARGE 111=�� =1111 WOVEN GEOTEXTILE FABRIC C3 OTHERS) AT BASE OF E TO DAYLIGHT =1111- III ORCEQUALAMOCO 2006 SHEET TITLE z DRAIN SEPARATE 6"PERFORATED AT DISCHARGE OF TO DAYLIG RFAM FROM RAIN GPADEN/WALL PVC SDR-35 RETAINED RAIN GARDEN.SEE PUNS W SYSTEM INV-"A-4• UNCOMPACTED SUBGRADE oe RATE OF SOIL NEEDS TOOB BE Q STORMWATER > RETAINED RAIN GARDEN SECTION PERMEABLE PAVER SECTION DETAILS Z —0 NOT TO SCALE NOT TO SCALE ~ U O J SHEET N0. 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