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2001-400c u h h <lu (+ i C � u' mD L< I A 1 1 i 0 L ' ° 0 L 0 x x h lu h z Z d J l r L0 Q�2 U�oJ 41 JuLtwo D L @ < I ' i �* ;y Ir- DEN '` YORE • L u r 't L �0 x < u�0 L _ ILI 41 Ju LL i10 J L _. R i t e - J nnV�� vv f - q 00 J< o 0 y lu { d0 lu _U t ` N UU� • q ( u L u e c f rl l _ Z L Ljp[z eit o <<n C d _D _0QQ� • j�l ID D � `�� L. gQ1(LU r F Q n CC I. `L { 0 <� ` x< it p � - L L +�D� � �► 4 i zu U </ o / \ I � r r �� � \ \ \ • t LEACH FIELD FOR DAYCARE 6— 60' LONG LATERALS -� �, IN 1> .01 / t , SHALLOW TRENCH t I ABSORPTION SYSTEMS / �� i 1 t; SEE DETAILS r \ r 6 50% EXPANSION AREA I I I 1 r� N • .fir ' i I { Srn#2 I f� TWO 1-•-1/2 DIA. HDPE ' \ 1 I F' OR C FORCE MAINS \ \ LEACH FIELD � I FOR THERAPIST I 2- 60' LONG / I LATERALS 6>/ WOQED , Ar 4 FUTURE/PARKAG { PROFESSIONAL OFFICESPACE ! , \ N I \ ¢ / I \ OFESSIONAL OFFICE I� O41:1 / I\ ® .. . . ..... . ...... . ..... / x 0 0 -� .... _ ` S I I r ✓ PROFESSIONAL OFFICE = f 1,000 GALLON SEPTIC TANK ------ ` L• -- '^w b :�, EFFLUENT PUMP AND 1,000 i I _ GALLON OVERFLOW TANK f�" FOR THERAPIST LOT r PROVIDE 4 DIA. PVC SLEEVE 1 E \ r UNDER ROAD FOR FORCE MAIN REMOVE FORCE MAIN AND PLUG SLEEVE AFTER SYSTEM IS ABANDON I4I / \ 0 I 0 0/ \ I ! 1,500 GALLON SEPTIC TANK \ 1 / EFFLUENT PUMP AND 1,000 GALLON OVERFLOW TANK r — / FOR DAYCARE LOT I I •.,� � t � � 1 � , I 1 I � \0 I I � \ / •r_ I GIN o _. I I 1 I 1 1 1 / POKE i tNClA5 / (J` I 1 / AY GROUND AREA I \ \ EXISTING FARM POND • I 0 0 ? jl 0 \ / 1 \ t /I \v / r / t SOILS DATA T T aPIT TOPSOIL 4-22" SANDY FILL 22-30" ORIGINAL TOPSOIL 30-64" FINE SILTY SAND MOTTLING AT 40" WATER AT 60" ][Eo TTOPSOIL 5-17" MISC. FILL 17-24" ORIGINAL TOPSOIL 24-34 FINE SANDY LOAM 34-54" FINE SAND — TRACE SILT 54—W SILTY FINE SAND MOTTLING AT 35" WATER AT 65" PERCOLATION RATE — 1" IN 3 MINUTES 40 SECONDS SOIL & PERC. TEST BY NACE ENGINEERING, P.C. 5-12-01 SEPTIC SYSTEM DESIGN DAYCARE (LOT #5) DESIGN FLOW — 135 KIDS O 5 GPD/KID + 25 EMPLOYEES O 15 GPO/EMPLOYEE LESS 20X FOR WATER SAVING FIXTURES - 840 GPD SEPTIC TANK — 1,260 GALLON TANK REQUIRED — USE 1,500 GAL TANK ABSORPTION FIELD — TEST PIT SHOWS 35" TO SEASONAL HIGH GROUNDWATER. — THEREFORE USE SHALLOW TRENCH SYSTEM TO PROVIDE 24" MIN. SEPARATION BETWEEN BOTTOM OF TRENCHES AND SEASONAL HIGH GROUNDWATER — WITH 3 MINUTE-40 SECOND PERCOLATION RATE APPLICATION RATE-1.2 GPD/SF 340 GPO DESIGN FLOW /1.2 GPD/SF - 700 SO. FT. REQUIRED — USE 6 LATERALS 60' LONG - 720 SO. FT. EMERGENCY OVERFLOW TANK — USE 1,000 GALLON SEPTIC TANK TO ACCEPT OVERFLOW FROM PUMP STATION IN EVENT OF POWER OUTAGE OR PUMP FAILURE PHYSICAL THERAPY OFFICE (LOT #Q DESIGN FLOW — 1 THERAPIST + 2 EMPLOYEES O 15 GPD/EMPLOYEE + SAY 40 CLIENTS/DAY O 5 GPD/CLIENT - 245 GPD (NOTE THAT IT IS ASSUMED THAT MUNICIPAL SEWER WILL BE AVAILABLE PRIOR TO REMAINDER OF BUILDING BEING OCCUPIED) SEPTIC TANK — USE 1,000 GAL TANK ABSORPTION FIELD — TEST PIT SHOWS 35" TO SEASONAL HIGH GROUNDWATER. — THEREFORE USE SHALLOW TRENCH SYSTEM TO PROVIDE 24" MIN. SEPARATION BETWEEN BOTTOM OF TRENCHES AND SEASONAL HIGH GROUNDWATER — WITH 3 MINUTE-40 SECOND PERCOLATION RATE APPLICATION RATE-1.2 GPD/SF 245 GPD DESIGN FLOW /1.2 GPD/SF - 204 SO. FT. REQUIRED — USE 2 LATERALS 60' LONG - 240 SO. FT. EMERGENCY OVERFLOW TANK — USE 1000 GALLON SEPTIC TANK TO ACCEPT OVERFLOW FROM PUMP STATION IN EVENT OF POWER OUTAGE OR PUMP FAILURE APPROVE, Application NOT Zonin)jAdministrator TOWN OF QUEENSBURY CONNECT TO MUNICIPAL SEWER SYSTEM AND TEMPORARY SEPTIC SYSTEM WITHIN 3 MONTHS AFTER MUNICIPAL SYSTEM IS AVAILABLE FOR CONNECTION. — PUMP OUT AND REMOVE SEPTIC TANKS, PUMP PITS AND OVERFLOW TANKS. — REMOVE FORCE MAIN FROM SLEEVE UNDER ROAD AND PLUG SLEEVE WITH CONCRETE. — WHEN LOT #3 IS DEVELOPED, REMOVE ANY PORTION OF LEACH FIELD LOCATED WITHIN 20 FEET OF PROPOSED BUILDINGS AND EITHER REMOVE FROM SITE OR USE FOR GENERAL SITE FILL TO BE BURRIED UNDER AT LEAST ONE FOOT OF CLEAN FILL MATERIAL. COORDINATE INSTALLATION OF SEWER LATERALS AND SEPTIC TANKS TO ALLOW FUTURE CONNECTION TO MUNICIPAL SEWER WITHOUT ABRUPT CHANGE IN GRADE OR DIRECTION RECEIVED JUN 0 4 2001 TOWN OF NG OFFICERY 'Sp 13-2CC)i st�'q to I ko W p o i"' ► z w E-4 a Ia z z w o Qi z Z U o O W 1 E W co cq s. o a� � z W W Z b W 0 x Dais- MAY 14 2001 Rwftsak MAY 24, 2001 sew* r-w 46148—TS11 •r-1 r 1 lC 7 �T ru iL c7i IS .F U . .4 �f> a a� rp E-:: r+ LL �a 0 mD �r u:, FF MIN. SLOPE 1/4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL O PROVIDE 3" SAND OR ----� PEA GRAVEL UNDER TANK 6" MIN. 12" MAX. 2" MIN. APPROXIMATE CONCRETE OR STONE FINISH GRADE MARKER ABOVE ALL REE RCCOMMENDEED S RECOMMEND ALL ACCESS Qc Cl EANOUT OPF,NINGS BE RAISED TO 6 BELOW FINISH GRADE, WN. SLOPE 1/8` PER FOOT INLET do OUTLET o �p MINIMUM 2x WIDTH MAXIMUM 4x WIDTH SEPTIC TANK N.T.S. SEPTIC TANKS 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WMEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. BOTTOM OF TRENCH SLOPE PER Fl. TO BE LEVEL NOTES* 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH, STANDARD ABSORPTION TRENCH PROFILE N.T.S. i:. BM PUMP 4-- PW� ARM ON E 4'-O" I.D. PRECAST CONCRETE MANHOLE WITH INTEGRAL BASE' AND FLAT SLAB TOP. AS MANUFACTURED BY FORT MILLER OR EQUIVALENT (NO LADDER RUNGS) HATCH ELECTRICAL JUNCTION BOX FIAAT OUTLET TO OVERFLOW TANK INVERT 6" BELOW INLET FROM SEPTIC TANK `- CONCRETE TO BE TROWEL. FINISHED EFFLUENT PUMP N.T.S. 1. PUMPS TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM AT 20 FEET TOTAL DYNAMIC HEAD. PUMPS TO BE 1/3 HP GOUL.DS MODEL C3885%E03L ORg�EQUUApLp.�p g� p�yp y/�� p 2. PVISIBLE ALARMOT'0 IR AC'tI IE BY LING ffo%%A?D"ILE 3. PUMP CYCLE VOLUME - DAYCARE - 24" PUMP HEIGHT - 188 GAL = BOX PIPE VOLUME THERAPIST - 8" PUMP HEIGHT - 63 GAL = BOX PIPE VOLUME 2'-0" --- 4'-0" 2'-0" 15X MAXIMUM CROSS SLOPE OVERFILL TO ALLOW ON SLOPED SITES FOR SETTELMENT i ll�T N ` EARTH UNTREATED BUILDING PAPER, FILL OR GEOTEXTILE. 4" PERFORATED 2" MIN. z a LATERAL 6" MIN. DAM it ao 3 4" TO 1 1 2" 12 MAX. c f / , _ BUSHED STONE 6'-0" _i n � MAXIMUM SEASONAL HIGH = GROUNDWATER ELEVATION - STANDARD ABSORPTION TRENCH SECTI N.T.S. a 1-1/2" FORCE MAIN - PVC OR POLYETHYLENE PIPE % CONCRETE OR STONE ISHED MARKER ABOVE ALL GRADEBURRIED / COVERS INLET BAFFLE 12" MIN. COVER OVER ALL STRUCTURES nTO ABSORPTION FIELD irEXACTLY LL OUTLET INVERTS O BE SET AT THE SAME L EVA T10N. EA GRAVEL 0 INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE ANb CORRUGATED TUBING IN SEPTIC TALC LEACH FIELDS, I NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION OF 47 WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CONCRETE SAND, IN -DRAIN UNITS. PERFORATED PPE, AND GEO TEXTILE SHALL 13E AS SHOWN AND IN ACCORDANCE WITH ELJEN IN -DRAIN DESIGN MANUAL AND NYSDOH APPROVAL CONDITIONS. 5. THE PPE AND IN -DRAIN UNITS SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAW MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS. HUMP SEPARATED JOINTS OR oTHER UNSUITABLE CONDITIONS. n�E PIPE ALL BE WD WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 9. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. FILL MATERIAL SHALL BE OF SAME PERMEABILITY AS EXISTING UNDERLYING SOIL. DRAINAGE SWALE ON UPHILL SIDE 1 ?- •:�� .«•��•. :.` OF SLOPED SITES0-0 : +• ' •. . • . ABSORBTION TRENCH %-(SEE STANDARD ABSORPTION TRENCH) NH TO D AIN SEED CROWN "T--<AND SLOPES r ON 3 ,. 24" MIN. TO HIGH'GROUNDWATER. ROCK OR IMPERVIOUS SOIL REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. SHALLOW ABSORPTION TRENCH SYSTEM N.T.S. USE WHERE SEPARATION BETWEEN EXISTING GROUND AND SEASONAL HIGH GROUNDWATER, BEDROCK OR IMPERVIOUS SOIL IS LESS THAN 6' BUT GREATER THAN 4'. PERCOLATION RATE OF EXISTING SOIL MUST BE FASTER THAN 60 MINUTES. RECEIVED JUN 0 4 2001 TOWN OF QUEENSBURY PLANNING OFFICE m N to lu -1— .r 0 0 `ypy Qe b.1 S�cLI to 4:;d 1 d� p o cncn I w (H ^ V � az a a PQ Z Eo4 Pik or V1 s� O 0 O a � H E 0 0 as • rr c� s. a� W � W z0 Cr Z b W 0 x Ddv MAY 14 2= PAV"d AS NOTM 46148 --TS2 OHM 2 4F 2 f-1 MAP REFERENCE: BAYBROOK PROFESSIONAL PARK DATED JANUARY 31, 2001 LAST REVISED MAY 9, 2001 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC FILED IN THE WARREN COUNTY CLERK'S OFFICE ON JULY 25, 2001 BAYBRIDGE ACCESS RD. C-PV l- 9 :D RECEIV MAR 07WZ TOWN OF QUEENE BURN BUILDING AND C DE all D u s e �1 -n & Steves Land Surveyors, LLC 169 Haviland Road Queensbury, New York 128 '518) 792-8474 New York Lie. No. 50135 p S83'12 52"E cV`'�A 54 57.11' 0 w 7. 1h N o °i }� 06 I cD 00 O M Z 'UMAUINONRED ALTERATION OR ADDITION TO A SURVEY MAP BEAWIG A LICEN10 LAND SUNVEYORS SEAL IS A ADULATION OF SECTION 720% SUB-O IBON y OF THE NEW YORK STATE MUCATLON LAW .ONLY COPIES FROM THE ORIONAL OF THIS SURVEY MARKED WIN AN MC AL OF THE LAND AWA VCRS SEAL SMALL BE CONSIDERED TO BE VALID TRUE COPW LT:RIIFlCATgNS INDICATED HEREON IGONiY THAT THIS SURVEY WAS PHEPARED N ACCOLDANCE WIN THE OUSTING OWE OF PRACIICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE AB®OCLAVON OF PROFESGO AL LAID EIRVEYORQ SND CEi1lMAIKNS SMALL RUN ONLY TO THE PERSON FOR WDM IKE SURVEY IS PREPARED. AND ON HE BEHALF TO THE ILILE COPAIM GOVERNMENTAL AGENCY AND LDDNG NOWTRON USIEO HE SK AND 70 THE Ai9OERS OF THE LOOM NSIITUWL' / / f 005 FOUNDAnON ONLY 100,E `4H� Sf �qOk A£C ` b'F?zq'�VpS 170,940 sq.ft. 3.92 acres 510.71' N83'06'12"W Map of a Survey made for X,\ J & J CAPITAL ASSET LLC Town of Queensbury, Barren County, New York ss. NO. I DATE x V I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: J & J CAPITAL ASSET, LLC KEY BANK NATIONAL ASSOCIATION, IT'S SUCCESSORS AND/OR ASSIGNS CHICAGO TITLE INSURANCE COMPANY 3 CERTIFIED BY MATTHEW C. STEWS, LLS NYS 50135 N CO `•N DATED: JULY 26, 2001 DESCRIPTION S-1 SHEET 1 OF 1 J & J CAPITAL DWG. NO. 90276-5 C-519 PLANT LIST c1 ry cn cv cyi C;> c> c c— LL- m Ln (S, Mt C77 �s -_c v� a E L) G m NN FLOWERING CRABAPPLE OT"ER5 LOT #4 Ile ol 00 i 5UMiMIT ASH /�/� BY OTHERS i ..+ 1 SUMMIT AS" N BY OTHERS .40 de I 1 SUMMT AS" BY OTHERS PROVIDE PEDESTRIAN ACCESS el TO ADJACENT SITES As THE / SITES DEVELOP I A HN i, oFF uisNT /1 100, occ Kt-k'41V oeu SYM BOTANICAL NAME COMMON NAME QUAN. SQE REMARKS TREES HL GLEDITSA TR. NER. WADEMASTER SMADEMASTER HONEY LOCUST 3 3" CAI. B + B SDC MAWS SNOW DRIFT SNOW DRIFT CRABAPPLE 2 3" CAL B + B PO QUERRCUS PALUSTRIS MN OAK 2 3" CAL B + B WPl PNUS STROBUS EASTERN W"IfE I'm 3 6 - 7 "T B + B WP2 PNUS STROBUs EASTERN WHITE PINE 6 3 - 5' "T B + B SA FIMMS PENN. LAND. SUM°IT SUMMIT ASH 2 3" CAL B + B SHRUBS so PRUNUS CISTENA REDLEAF SAND CHERRY 3 3 - 4' HT B + B O RHODODENDRON OLGA OLGA RHODODENDRON 4 24 - 30" HT B + B -P - -- - RHODODENDRON PJM --- - — ---FJM RHODODENDRON-- - B --- --24 --30-AIT --- ---B +-B — - - — ---- --- -- - -- - - -_ ---. B BERBERIS TMUNBERGl ROSE CLOW ROSE GLOW BARBERRY 5 24 - W' B + B A 5PREA BLINALDA ANTHONY WATERER ANT"ONY WATERER SPREA 11 3 GAL CONTAINER GROWN AR THUJA OCCIDENTALIS NIGRA DARK AMEIWAN ARBORVITAE 6 3 - 4' HT CONTAINER GROWN H LEX MESERVEAE CHINA BOY✓GRL GiNA BOY/GRL HOLLY 7 24 - 30" B + B D SYRNGA MEYER! DWARF KOREAN LILAC 10 24 - 30" B + B C BERBERIS TKAMGi CRMSON PIGMY CRIMSON PIGMY BARBERRY 11 3 GAL CONTAHM GROWN PERENNIALS ST HEMM:ROCALIJS STELLA D' ORO STELLA D' ORO DAYLLY 62 1 GAL PLANT 24" oa AST ASTI DE JAPONICA FANAL ASTLBE 'TANAL" 30 1 GA1. RED VAR. PLANT 24" oa HOS HOSTA MARGNATO ALBO VARIAGATED HOSTA 20 1 GAL PLANT 24" m BES RUDBECM GOLDSTRUM BLACK EYE SUSAN 49 i GAL PLANT 24" or. ANNUALS MP IMPATIENS VAR. IMPATIENS 144 PLANTS VARIETY BY OWNER. PLANT B" m MAR TAGETES VAR. MARIGOLD 72 PLANTS VARIETY BY OWNER. PLANT B" 00 ORNAMEPITAL GLOBE nxTURf M WATT MGM PRESSURE 6ODW (WATTAGE L"h'ONA X5KrLGr/Gf OR ECKJAL FLUTED ALUM" ORNAMENTAL POST LITMONA 510/16-CA/15K OR f0J AL 10' MEiGFfT - COLOR BLACK RUBBER ROSE FRICTION GUARD GUY WIRE 3" dim CEDAR STAKES 6 ft LONG 3" SHREDDED BARK MULGt 3" HIGH SAUCER AMENDED PLANTING SOL NOTE• - ALL TREES 3" GALrr.K AND LESS SHALL BE STAKED AS TREE PLANTING DETAIL 5t'I0101 USING THREE STAKES NOT TO SCALE 3" SHREDDED BARK MULw 3" HIGH SAUCER AMENDED PLANTING SOL 5HiJJ5 PLMTI146 DETAIL SPAONG VARIES SEE PLANTING PLAN 0 l' L T 2" FINE SF RMM BARK M ULCM 3- SOL SAUCER tXCOKA,nve DAM uav FAM AMMM PLANTING SOL _�����• _ ZHC , •• NOTEo THS DETAIL PERENNIAL wA ANNUAL BEDS. sc-MOLILE 80 _ _ _ FARATION SEE CONCRETE SPECS NOT TO SCIALE WALKWAY L 16HT HOT TO SCALE G. TME CONTRACTOR SMALL INSTALL ALL PLANTING IN THE STANDARDS OF THE AM MAN ASSOCIATION OF NURSEYRYMEN. ACCORDANCE WITH 7. AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED COVERING ALL LANDSCAPED AREAS AND FRONT LAWN AREAS. ftmmm� � � �� w wm �� � ww .�� r �.� •� �w�• w� •.. .��� �• �� w� •ter ��r, w� �w �� .... •� ��.�� w� �....� �� �� �... w� �� w� ... �� KM ARC 1rrFf MODEL SAR4 - 250 W Wori PP,ESSUP.f. SOMH CUT Off LININAft COLOR - BLACK M-O" -- 4" POUM iANI M POLE COLOR BLACK RECEIVED JUN 0 4 20U 1 "ANDKO.E BOLT BASE COVER TOWN OF QUEENSBURY rOLE BASE COVER PLANNING OFFICE r CHAMFERki 4 ANCHOR BOLTS W/LCVEI.NG NUTS A5 SUPPLED BY UG"TNG MANUFACTURER NC CORETE FOUNDATION CFORIfD ABOVE GRADE SMOOTH FNISM. C"AMFER ALL WRAERS. FINIS" GRADE r , 4.4 ' ELE0 C XVW CG ALV STEEL) LJ 0& MO. 24" RAMS I, 07 RODS VERT., SPADE EQUALLY s- P d 1A' `'. ` #4 "OOPS 12" oa 12" OVERLAP i. � f`;`` 1-- -i 2'-0" DIA. ROUND BASE CEARTH FORMED) 4000 P.SI CONCRETE `2.-0-�. CUT -OM LIGHT DETAIL NOT TO SCALE NOTES 1. SEE M A45 FOR POLE LOGATION. 2. CONCRETE TO Be SMOOT" RUBBED FNISHED. 3. COORDINATE INSTALLATION WIT" OTHERS TO ASSURE A COMPLETE PACKAGE WITH CORRECT PLACEMENT OF ANCHOR BOLTS AND ELECTRICAL CDNIM WV4 Go a .. W W coo " Z M i+l My U z z wz wz A Z vY V z I � a w E w � b W Z 0 a° �a a a0 wq a x Z > V w4 ��7T[- • • amle T- w S-3 r c a WGUSOF4 f_7 j 5•-0" L 5'-0" L 5.-0" 1 TTTT POST G" CURB INTERNATIONAL SYMBOL OF ACCESSDITY •-4" WOE STRIPING TYP. Cf NTER ON ftASSAGEWAY O 4- WIDE DIAL. STRPNG • 2'oc and 30 ° TO CURB Ctyp) BLUE BAGKGR) UND w/ WHITE SYMBOL O •• O 04 1'-G"—► �-- � 4" WOE PAINT STRIPING Ctyp) -T- q,,.0., 8.-0,. 8'-0,. 8 STANDARD PARKING SPACE 24'-0" typical NOTES ALL MARKING PANT SHALL BE WHITE PARKING LOT 5MPING DETAIL NOT TO SCALE TOOLED SCORE JOINT. SEE PLAN. 5' or, NOMINAL EXPANSION JOINT SEE PLAN. 25' oc max ii BROOM FINISH ` ` PERPENDICULAR TO WALK DIRECTION 3" TOOLED EDGE, 1/4' RADIUS min GROSS SLOPE- 1/8" TO 1/4" per FOOT CMAX 5/8" per ft-) 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 GxGxG/G WWF TOOL BOTH EDGES TOP Of SEALANT 1/2" BELOW FIN. COMO. • • �, .. ' 4.000 psi CONCRETE "' ° ° • ' • •° '. '. ° oho;. ° .q.,:• o GRANULAR SUBBASE r NYS DOT SECT. 304. TYPE 4 o� '00 000 •.O8 •� COMPACT TO 95Z 5TO FROG ... .., fl SUBGRADE COMPACTED TO qOZ STANDARD PROCTOR SECTION GONGiZETE WALK i7 ASPHALT PAVEMW POST GAP END or CORNER POST STRECHER BAR a TENSION WIRE j FINISHED GRADE NOT TO SCALE 3" SINGLE COURSE ASPHALT GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO 95z STD. PROCTOR SUBBASE SEPARATION GEOTEXTILE - MRAPI 50OX OR EQUAL IF SUBGRADE IS SOFT SUBGRADE COMPACTED TO 907. STANDARD PROCTOR NOT TO SCALE RSBERYM -f.9) 12" x 18" pAFi� 0 M.U.T.CD. SIGN - STEEL CHANNEL COLOR- BLACK EMBED POSTS 3' INTO A 12" do x 4' DEEP CONCRETE FOOTING 3G" FENCE POST. 10' oc MAX DRIVEN 1G" MIN INTO GROUND SILT STOP FABRIC EMBED G" MN N BROUND UNDISTURBED GROUND 5EDIMENT CONTROL FME NOT TO SCALE LENGTH VARIES SEE PLAN ❑ ❑ ❑ ❑ 0 � PLAAI SWALE C2) 2"x2"x3' STAKES OVERLAP ENDS EACH BALE �n BALED NAY OR STRAW � FINISHED GRADE -iwlNl►N�-'t s-i 1/2" FACE OF BUILDING 3G" typical /-- SMOOTH RUBBED FINISH on CURB 3/8" x 3/4" DEEP TOOLED JOINT ,,—BROOM FINISH PERPENDICULAR TO WALK CONCRETE WALK SEE CONCRETE DETAIL C G" x G" NO. G/G WOVEN WIRE ME5H 12" GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO 95Z STD. PROCTOR - SUBGRADE COMPACTED TO NOT TO SCALE EXTEND 12" PAST DRIP EDGE or G" AT GABLE ENDS #2 BROKEN OR CRUSHED STONE FINISHED GRADE ° $560 ° o G" ALUMINUM EDGING CBLACK) q° > o L6 N o 08 +� 3 FILTER ° TER FABRIC, ° 0 o=: 0 o o.-o COMPACTED GRANULAR BACKFIL.L EAVE TRENCH DETAIL 1/2" R"S 1.. 5„ SMOOTH RUBBED FLASH on CURB FISHED GRADE LAWN P ° ' •; ° � �''��j�''�j���/'/\1'/\'ACC :. GRANULAR NYS DOT SE 04. TYPE COMPACTED TO 95Z STD. PROCTOR SUBGRADE COMPACTED TO 6„ 9Ox STANDARD PROCTOR 1 POURED IN PLACE CONCRETE CURB NOT TO SCALE V' N CRASS AREAS FNSHED GRADE-, F-FLUSH WIT" PAVEMENT z in CURB BOX (EXTENSION TYPE CORPORATION STOP WITH ARCH PATTERN RASE AND STATIONARY ROD) GOFM CURB STOP CTYPE K)� J 0 8" DJ?. WATER NAM SOLD GONG. BLOCK E ALL WATER PIPING ♦ COWMTIONS TO BE INCO ACCORDANCE AS FOOT PECE WIT" QUEENS"Y WATER DEPARTMENT STANDARDS. AS RE �1 DICE PIK CONNECTION DETAIL NOT TO SCALE NOT TO SCALE NSIDEl-- --OUTSIDE BUILDNIG WALL PROVIDE PROPER VENT THROUGH ROOF ACCESS TO CLEANOUTS RECEIVED AND BACKWASH VALVE Max CLEANOUT AT GRADE TOP AND BOTTOM SELVAGE FLOOR SLAB ON GRADE � J U N 0 4 ZOO] oo TO Be KNUCKLED 3 i FINISH GRADE TOPLANNING OFFICERY SEED AND MULCH 50C SLOPES SEED AND MULCl1 5®E SLOPES 10' 20 LONG 10' X10'W®E 3' 1ELEV SPi3 Z� fLEV. 311.0 RISER CLEANOUT I2glp� LINE POST - - - 4 - - �- - - iL WIRE TIES • 14" or :... • , • __ ECCENTRIC 4 REDUCER 1 4'/FT POST- - -- - - - - --- - LINE POSTS co CONCRETE FOOTING 12" DIA • `t ' ' 3000 PSI. SLOPE TOP TO DRAIN j .@ CORNER. GATE AND END POSTS : ' '. ! . CONCRETE FOOTING W DIA D91L3000 PSL SLOPE TOP TO DRAIN THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CHAIN LINK FENCE SYSTEMS INCLUDING GATES. -� A Pf VI NYI r 1 At7 r WAIN I I NIC FFNIr.F . -•;; —.. 4 - - 4' HOUSE TRAP - - W/2 GLEANOUTSBEND U _, . ......:.......... . •--...., • , , 4 WYE r- 1/8 BEN _.; - - - D COMBO —12" M11L NYS DOT ITEM *640.03 LIGHT STONE FLLNG 12' #2 BROKEN OR CRUSHED STONE GEOTEXTLE FABRIC I SECTION ThtROUGtt ROCK FILLED GttEGK DAM K SEWER LATERAL DETAIL5 NOT TO SCALE NOT TO SCALE U >4 4 A z w W � a E..4 w � � A z w O o �E�--4 l+i O z E'er o o O �� w w� h+y O yo y+ >004 w w 1R, z z z w �6 z Z ;I t� � a E-4 IZ w O � .0 0 Z 'd P" 'q co A � w x Z �x M' I OD Qj :;;,' 0 Z -1 1 Dubs MARG'I-f 27,= RsvN�ci MAY 14 20M NOT TO SCALE m N C 00 SHEET 4 OF 4 r^+ f I J y 315.4 N w \ W u- O �+ cc WLp Z x x ,u l r 1 x TG � Jr vvvv ' 314.8 vvv ec TG 315.0 v� • 9 a • v v v v • ♦►9vv f. i i TO 313.3 j{ W 312A 14 a TG MIN 314 / 314.1 �' 3 5 v9vv TG 3".0 eoya�a�v v+as • • r•oaSW+'�" • 0 s DAY GARS CENTER \ a v o vv n • O a v A 9 TIP a v 0 () v v v evovov vvvvovav_zsA" FIN. FL vvvv vvvvvvv ovvvvvv 9 vvvv• STONE FILLED SAVE ovovvovvov rAM� v 'vv v7V O•v•oa v P`�"�� 9 TRENCH SEE DETAIL H outARC A P AYG� 314.0 LOT #6 308.7 STORMWATER DETENTION BASIN W 309A LOT #5 0 170,940 s . ft. � to � =" q o 'Dec 3 + 3.92 acresq .___. o°n ` 08C a --.. ROCK FILLED CHECK DAM CREST ELEVATION 311.0 SEE DETAIL I OP i ► &q Coe INSTALL HAY BALE DAMS AND MAINTAIN THROUGHOUT THE CONSTRUCTION PROCE55 UNTIL ALL LAWN AREAS ARE WELL ESTABLISHED - SEE DETAIL G 3 114 INSTALL SEDIMENT CONTROL FENCE PRIOR TO EARTHWORK OPERATIONS AND MAINTAIN THROUGHOUT THE CONSTRUCTION PROCESS UNTIL ALL LAWN AREAS ARE WELL ESTABLISHED - SEE DETAIL F INSTALL MAY BALE DAM AND SILT FENCE PRIOR TO INSTALLING CHECK DAM MAINTAIN UNTIL VEGETATION IN BA51N 15 ESTABLISHED M E EDGE \ ' OF WOOD Site Notes 1. EVIDENCE OF EXISTING UTILITIE5 15 INDICATED FOR THE CONVENIENCE OF THE CONTRACTOR. IT 15 THE SOLE RE5PON51BILIYT OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF ALL UTILITIES WITH THE UTILITY OWNERS. 2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING AND CONSTRUCTION. 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. 4. THE CONTRACTOR SMALL STAKE THE LOCATION AND GRADES OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. ANY DISCREPANCIES OR QUESTIONS SHOULD Be IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. Erosion and Sediment Control Notes 1. DURING EARTHWORK PHASES. SEDIMENT TRAPS CHAY BALE DAMS3 + SEDIMENT GONTOL FENCING SMALL BE INSTALLED IN DRAINAGE 5WALE5 AND AT THE TOE OF GRADED SLOPES AS INDICATED ON THE PLAN. 2. AFTER EVERY STORM THE SEDIMENT TRAPS SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES SMALL BE CORRECTED WITHIN 24 HOURS. 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION. 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN ER05ION AND SEDIMENT CONTROL A$ PUBL15HED BY FOR URBAN EROSIOTHE EMPIRE STATE CHAPTER OF THE 504L AND WATER CONSERVATION SOCIETY. 5. NO SLOPE 5HALL EXCEED 3 feet HORIZONTAL TO 1 foot VERTICAL. RECEIVED JUN 0 4 2U01 TOWN OF QUEENSBURY PLANNING OFFICE 2C LEGEND 310 - EXISTING GRADE CONTOUR ------- 314 FINISH GRADE CONTOUR SILT FENCE a�3N'e\ rm N a AL �O 0 a \1 S*u W L) ! A � � z W u � A 0 T� � V o Z o 9 10 H 0 z U o o WAI W w L^ �y 0-4N z W z w z P4 P a �; � o A 0 :$ A z z � Cn pq w N - Cn PZ � � b 0 W w © � En En -0 0 0 Z b zb 0 � a0 q� W� sHto 1� scab ■ - w S-- 2 r� EXISTIN WATE , G 12" R MAIN i j 1-1/2" DIA. FORCE MAIN SEE DWG. 4G148-T51 FOR 8" SEWER TO CONTINUATION + SUBSURFACE / BE INSTALLED ABSORPTION FIELD / WITH SUBDIVISION OQ01 PROVIDE 4" VIA. PVC SLEEVE UNDER ROAD FOR FORCE MAIN 1 REMOVE FORCE MAIN AND PLUG LOT 4 SLEEVE AFTER SYSTEM IS ABANDON , / \ G" SEWER LATERAL y� TO BE INSTALLED WITH SUBDIVISION PROVIDE � ADJ GENT SS TES AS THE 51TES DEVELOP R23• �. TEMPORARY 1.500 GALLON WATER SERVICE SEPTIC. TANK. EFFLUENT 8'• WATER MAN TAP + CURB STOP , � PUMP AND 1.000 GALLON TO BE INSTALLED SEE DETAIL J STOP OVERFLOW TANK WITH SUBDIVISION TCD-R1-iC SEE DRAWINGS 4G148-T51 + 4G148-TS2 FOR DETAILS PROVIDE CLEAN OUT SANITARY T0 GRADE ATD BEND y� WHEN SEPTIC SYSTEM 15 ABANDON �, W5•�0 AND CONNECTION TO MUNICIPAL SEWER IS MADE. S83'12'52"E S. RIs. 'n 57.11 e _ 12 �3T, �/ % NEW G" PVC SEWER LATERAL e �p IIAVILA Ain 1 �1 \ SUHDIMMON Wt PLAN LOCATION MAPJ s ` w - z ~ A w `y e - SITE NOTES 0�y� LOT #5 OF REGENT SUBDIVI51ON OF' TAX MAP No. GO-2-4 _; OT AREAs 170.940 sf 3 92 acrea L ZONED- mp- 5 _ LOT COVERAGE BUILDING/ 9.G10 sf 5.GZ \ _ WALKS + PAVED . AREAS• 15.53Gsf 9.17. x PERMEABLE AREA` 145.794 sf 85.3z _ W BUILDING HElGhTs 1 STORY. LE55 THAN 40 FEET PARKING PROVIDED - 38 SPACES w SETBACKS o FRONT CBAY ROAD)s 75 ft REQ. 89.0 ft PROVIDED FRONT CNORTt1)o 30 ft REQ. 77.2 ft PROVIDED A � REAR CEAST)= 10 ft REQ. 51.1 ft PRO E OVNDE us z P REAR C50UTH)= 10 ft REQ. 250.3 ft R Lu W }.. Cc) a z 0 --- E Ir PROPERTY IS LOCATED WITHIN QUEENSBURY UNION FREE SCHOOL DISTRICT a and s 0 Em"4 0 S, U%$ THE QUEENSBURY CENTRAL Z ar FIRE PROTECTION DISTRICT c qq10 k APPLICANTLOI�MER�Ny - W SCHERMERHORN PROPERTIES, INC. O 79 MASTERS COMMON NORTH Z QUEENSBURY NEW YORK 12804 (518) 798-0674 - PUD ZONE rl I ; N co 0 �c c G 0--4� O z z W 0; F Q c(lcn Cy A z z c W W E-+ W E-+ Ul O � �co 0' � a W z' U� A x Z �-+ A fa --le, >' q: V. -- Daab��t iyy�►Ifty � �Ii ii�p��C Hs*" my 14 � ReA" .JUKE I1 S-1 C-3