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LUB , Cy Q� o LYIAIG /A/' GP FAT L0Tj 44 AfD 45 of T111- P QUZ-Z711'6 I/ PQ TZ_17- A S alarren C'oun lynew%cun o u2ens.�ur y, - , Yori Q� Sec'%� /00 ' 1716rvcq ry 2 ¢, /983 i CORP&ED 6 Y Cou l f e r Mc Cormaci / t c n d Survey o es NOISIAIa 30UJ SA J �iV1S �o i Q I s� n eur yor,�IV EXHIBIT F 10I ///3 ROUND POND REMOVE TREES AS NECESSARY TO FACILITATE GRADING. RELOCATE EXISTING GRAVEL ACCESS ROAD do RESTORE TO ORIGINAL SURFACE CONDITION. 0 PROTECT EXISTING TREES DURING CONS TRUCTION B.M. "B" EL. 402.79 HIGH POINT ON R.R. SPIKE IN SOUTH SIDE OF 15"0 CEDAR TREE SILT FENCE (SEE EROSION — CONTROL NOTES ON DRAWING C-2.) 081 0 o � .n wz.xY � swq-�rJ�cr ..n u:;::'.n:� .x.. .n::Y.x.:'.:.....u.y'.x::n::::: �'.x.`x°ci:"tzX•'a`xn_::.`:o^c: . : xx xx T ffm NORTH SIDE OF LOCKER — — ROOM BLDG. IN BASE— -I 1 _ ................. . _ _�� EXISTING MENT FLOOR. I O�RHEAD p EXISTING LOCKER HOUSE 1 PATIO I 416. STORM WATER RECHARGE AREA DRYWELLS — T.O.G. EL. 405.75' REMOVE EXISTING TREE /— EXISTING ABOVE GRADE OIL STORAGE TANK. DRAWING NOTES 1. UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE PHYSICAL EVIDENCE AND ARE SHOWN TO DEPICT GENERAL UTILITY CONNECTIONS RATHER THAN EXACT LOCATIONS. THEIR LOCATIONS SHALL ONLY BE CONSIDERED APPROXIMATE. RIST—FROST ASSOCIATES, P.C. MAKES NO CERTIFIC ATION AS TO THE ACCURACY CU ACY OF THE UNDERGROUND UTILITY CONNECTIONS AND LOCATIONS AND OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN. 2. PROTECT AND MAINTAIN ALL UTILITIES DURING CONSTRUCTION. 3. VERTICAL ELEVATIONS ARE BASED ON USGS SEA LEVEL DATUM. HORIZONTAL DATUM IS ARBITRARY. 4. EXISTING CART PATH TRAFFIC MUST BE MAINTAINED DURING CONSTRUCTION. PROVIDE TEMPORARY PATHS, AS NECESSARY, WITH APPROPRIATE SIGNAGE TO REDIRECT CART TRAFFIC. 5. THE EXISTING 12" DRAINAGE PIPE SHALL REMAIN IN PLACE WITHIN THE 75' SETBACK. THE UPSTREAM PORTION OF THE PIPE HOWEVER, IS REPUTED TO EXTEND BENEATH THE CART STORAGE BUILDING AND MAY REQUIRE RELOCATION OUTSIDE OF THE BUILDING LINE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING DRAINAGE PIPE AND RELOCATE DRAINAGE PIPE, AT ADEQUATE SLOPE AND COVER, AS NECESSARY, TO FACILITATE CONSTRUCTION. RELOCATION SHALL BE VERIFIED BY ENGINEER AND SHALL BE PAID FOR BY CHANGE ORDER. 6. EXISTING WATERLINE RELOCATION SHOWN IS APPROXIMATE. CONTRACTOR SHALL FIELD LOCATE WATERLINE AND VERIFY WITH ENGNEER THAT RELOCATION, AS SHOWN, CAN BE UNDERTAKEN. ABONDON EXISTING WATERLINE BETWEEN NEW CONNECTIONS BY PLUGGING ENDS WITH CONCRETE. 7. PRIOR TO BUILDING CONSTRUCTION, CONTRACTOR SHALL FIELD LOCATE AND DETERMINE INVERT ELEVATIONS OF THE EXISTING SANITARY SEWER LINES AND VERIFY WITH THE ENGINEER THAT LINES CAN BE CONNECTED INTO A SINGLE SANITARY SEWER LINE, AS SHOWN, AND CONNECTED DIRECTLY TO THE PUMP STATION. CONNECTION AT THE PUMP STATION SHALL MATCH THE EXISTING PUMP STATION INLET ELEVATION. EXISTING SEPTIC TANKS SHALL BE ABANDONDED IN PLACE AND 4" VENT PIPE AND TANK COVERS SHALL BE REMOVED. TANKS SHALL BE PUMPED, CLEANED AND FILLED WITH LEAN PORTLAND CEMENT CONCRETE FILL MIX. TANK COVERS AND/OR ROOF SHALL BE REMOVED AS REQUIRED TO PROVIDE MIN. 6 INCHES OF COMPACTED GRANULAR FILL BELOW NEW FLOOR SLAB. 8. MAINTAIN A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. 9. CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS WITH OWNER AND MINIMIZE INTERRUPTION OF EXISTING SERVICE. 10. DISCONNECT EXISTING 208V-30 FEED TO TENNIS COURTS FROM 200A FUSED DISCONNECT SWITCH IN CART BARN. PULL FEEDER BACK TOWARDS TENNIS COURTS AS NECESSARY TO BURY EXISTING CONDUIT DEEPER IN ORDER TO MAINTAIN GROUND COVER AS REQUIRED BY THE NEC AFTER SITE WORK IS COMPLETED. PROVIDE NEW WEATHERPROOF JUNCTION BOX ON EXTERIOR OF NEW CART STORAGE STRUCTURE AND SPLICE A NEW FEED FROM MDP-1 TO THE EXISTING TENNIS COURT FEEDER. 11. COORDINATE RELOCATION OF EXISTING OVERHEAD ELECTRIC SERVICE WITH UTILITY. SEE DRAWING E-1. 12. DISCONNECT EXISTING 120V-10 FEED TO PUMP IN FAIRWAY FROM 15A CIRCUIT BREAKER IN EXISTING PANEL. PROVIDE NEW WEATHER— PROOF JUNCTION BOX ON EXTERIOR OF NEW CART STORAGE STRUCTURE AND RE—ROUTE EXISTING FEEDER AS SHOWN AND SPLICE TO A NEW FEED FROM MDP-1. 13. CONTRACTOR SHALL TAKE REASONABLE CARE IN EXCAVATING IN REPUTED AREA OF 12" DRAINAGE PIPE. CONTRACTOR SHALL REPAIR DRAINAGE PIPE TO "AS NEW* CONDITION IF DAMAGE OCCURS. 420 LEGEND EXISTING CONTOUR NEW CONTOUR — — — — EXISTING CONSTRUCTION FOOTPRINT NEW CONSTRUCTION FOOTPRINT — —EX. 40W.— — EXISTING WATERLINE — — — 4"W.— — — NEW WATERLINE — — — UE— — — UNDERGROUND ELECTRIC �\ `\E\\ EXIST. UNDERGROUND ELECTRIC TO BE REMOVED OR RE—ROUTED [ — ] EXISTING BIT. PAVING NEW BIT. PAVING — — OE— — EXIST. OVERHEAD ELECTRIC — —EX. 4"S— — EXIST. SANITARY SEWER — — —4"S— — — NEW SANITARY SEWER 407.5 x SPOT ELEVATION I ��J v� �- - .. _ .. _ .. - _ - REVISIONS DRAWN/DESIGNFn ENGR. GLENS FALLS COUNTRY CLUB +�q. ADDITIONS & ALTERATIONS SCALE 10'-0" ,BADE ��1 V APP V EXISTING BIT. PARKING AREA motion DMA F�l 2�1 1�2 � c SITE PLAN TOWN OF QUEMBURY BUILDING DEPARTME&� PROJECT No. P Based on our limited examination, 91-1540 compliance with our comments Shan not be construed as indicating the plans and specifications are in full compliance wig the code. 422 TOWN OF BUILDING � FILE c�?y RENT DATE BURY.:., 422 DEPT, 03 ISSUED FOR CONSTRUCTION 0 ADDED ELECTRICAL INFORMATION 01 ISSUED FOR REVIEW 00 ISSUED FOR PLANNING BOARD REVIEW NO. REVISION DESCRIPTION 7-8-92 EPH KMR 2-28-92 EPH TGP I-29-92 EPH TGP DAj BY fOCHKID /ARCH. E MANAGFER ¢7 MANAGE; �.L. DRAWING NO. R' C 0UT GLENS FALLS, i u . .... ....... I NEW YORK c RIST—FROST ASSOCIATES, P.C. LACONIA. CONSULTING ENGINEERS NEW tiAMPSHIRE DWG. NAME Isle ARCHITECTS 154OC-1 SK 1 SURVEYORS //�� REV i c urrT nc T� RRE „m 36" MIN. FENCE POSTS, FINISH GRADE DRIVEN MIN. 16" INTO GROUND. FILTER FABRIC SHALL BE MIRAFI 100X OR EQUIVALENT EROSION CONTROL DURING CONSTRUCTION C ON SECURED TO WIRE WITH METAL CLIPS OR WIRE SPACED EVERY 24" AT TOP AND MIDSECTION. �I 1. PRIOR TO CONSTRUCTION, INSTALL SILT FENCE, AS SHOWN, TO THE WOVEN WIRE FENCE, OVERLAP SECTIONS BY 6". WEST OF THE SITE, AS CLOSE TO THE DISTURBED AREA AS POSSIBLE. 14 1 /2 GAUGE WITH THE AREA BELOW THE FENCE MUST REMAIN UNDISTURBED. FENCE 6" MESH SPACING. j MAINTENANCE SHALL BE PERFORMED AND MATERIAL REMOVED AS NEEDED. .. w Z REMOVE FENCE ONLY AFTER ALL UPSTREAM AREAS ARE PERMANENTLY N STABILIZED. ,. MIN. OF w EXCAVATE TRENCH WIDTH Q , 2. ALL BARE EARTH AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED HEIGHT MACHINE BACKFILL W / `� 3 AS SOON AS POSSIBLE AFTER CONSTRUCTION. TEMPORARY SEEDING AND t FILTER MINIMUM WIDTH EQUAL SUITABLE BACKFILL MULCHING SHALL BE USED AS NECESSARY, IF PERMANENT MEASURES ARE + i TO PIPE PLUS 14 . MATERIAL. COMPACT IN NOT UNDERTAKEN WITHIN 10 DAYS. y 12" LIFTS TO 95� + MAXIMUM DENSITY 3. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE + i ' MIN•. (MODIFIED PROCTOR) LATEST EDITION OF NEW YORK GUIDELINES FOR URBAN EROSION AND + 8" PIPE SEDIMENT CONTROL AND THE TOWN OF QUEENSBURY CODE SECTION 179- / 65. i SELECT GRANULAR MATERIAL (100% EMBED FILTER CLOTH PASSING 1 /2") TO 6" ABOVE PIPE. INTO GROUND : -1I I I - - I I -III —III —III —III—) - - - —III —III —I I I 1I- O HAND BACKFILL, AND TAMP IN 6" LIFTS. —) -III -III BEDDING 6" DEPTH, -I —III-1 I i-III- SAND (TO 1 /2"). METAL POSTS, 10MAX. -III-III-III-I I 1. GRADE TRENCH BOTTOM TO PROVIDE A SMOOTH, FIRM, STABLE, AND CENTER TO CENTER. I I —III —III —III— ROCK -FREE FOUNDATION, THROUGHOUT THE LENGTH OF THE PIPE. 2. REMOVE UNSTABLE, SOFT, AND UNSUITABLE MATERIALS AT THE SURFACE UPON WHICH PIPES ARE TO BE LAID, AND BACKFILL AS INDICATED ABOVE. SILT FENCE 3. SUITABLE BACKFILL MATERIAL SHALL BE FREE OF DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER N.T.S. UNSTABLE MATERIALS. (ASTM D24 87 SOIL GROUPS GW, GP, GM, SM, SW, AND SP. SAW CUT & TACK COAT EDGE OF PAVEMENT NEW BITUMINOUS PAVEMENT MATERIAL TO MATCH EXISTING EXISTING __"A 4" PAVEMENT 6" SUBBASE COURSE, NYSDOT ITEM 304.03, TYPE 2 ZREMOVE UNSUITABLE MATERIAL & RECOMPACT TOP 8" OF SUBGRADE. WHERE FILL IS REQUIRED, PROVIDE SELECT GRANULAR FILL NYSDOT ITEM 203.07 TYPICAL SECTION BITUMINOUS PAVEMENT N.T.S. PROVIDE LIGHT DUTY MANHOLE SLOPE FRAME AND COVER. CAMPBELL SLOPE -� 1351A OR EQUIVALENT. vp�o-0-voo"vo oo-�D000 00000 0000000r I 1O00O00 000onn op 01 pop 0 " 0000 t 8" EQUALIZATION PIPE, PVC SDR35 2'-8" ASTM D3034 wk 0 o �o 0� 01 0 0 0 00 0 STONE 0 o p o 1'-0",0 p0 O 0 00 Op000 r� 0 O O 0 JO Ot NYSDOT STONE FILL SHALL CONFORM 4-0" I.D. PRECAST CONCRETE ITEM 207.03 TO NYSDOT STAND.SPEC. DRYWELL AS MANUFACTURED GEOTEXTILE SECTION 703.02, COARSE BY FORT MILLER OR EQUIVALENT. UNDERDRAIN AGGREGATE,TYPE 3A. STORM WATER RECHARGE BASIN DRY WELL - DETAIL N. T. S. TRENCH EXCAVATION & BACKFILL DETAIL N.T.S. FINISH PAVEMENT GRADE PLACE AND COMPACT BACKFILL IN 8" LIFTS TO 95% MAXIMUM DENSITY (MODIFIED PROCTOR) 8" OUTLET PIPE, PVC SDR35 ASTM D3034, INV. 404.3' TYPICAL CATCH BASIN N.T.S. HEAVY DUTY FRAME AND GRATE CAMPBELL 2816A OR EQUIVALENT. 2'-6" x 2'-6" x2'-6" ID PRECAST CONCRETE CATCH BASIN AS MANUFACTURED BY FORT MILLER OR EQUIVALENT DESIGNED FOR AASHTO HS20 TRAFFIC LOADING. BOTTOM OF CATCH BASIN SHALL BE 3" BELOW INVERT OF OUTLET PIPE ITEM 207.03 GEOTEXTILE UNDERDRAIN STORM WATER RECHARGE BASIN SECTION ITYP.1 N.T.S. ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW ISSUED FOR PLANNING BOARD REVIEW REVISION DESCRIPTION 0 PAVEMENT FINISH GRADE PLACE AND COMPACT SUITABLE BACKFILL MATERIAL IN 12" LIFTS TO 95% MAXIMUM DENSITY. (MODIFIED PROCTOR) ' JOINTS BETWEEN SECTIONS SHALL BE SEALED WITH A FLEXIBLE ALL-WEATHER BUTYL ROPE PROVIDE "A-LOC" GASKET OR EQUIVALENT FOR EACH PIPE CONNECTING TO MANHOLE 2�� HEAVY DUTY MANHOLE FRAME AND COVER CAMPBELL 1502 TYPE A OR EQUIVALENT. SET MANHOLE FRAMES FLUSH WITH EXISTING GRADE; ANCHOR FRAME TO MANHOLE TRANSITION SECTION. M.H. STEPS 1 PRECAST MANHOLE SECTIONS IN ACCORDANCE WITH ASTM C-478, AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 4'-0" SLOPE CONCRETE BENCH 1 FT. TO 0.8 DEPTH OF PIPE (MIN.) FORM SMOOTH INVERT CHANNEL. 6" GRANULAR MATERIAL NYSDOT ITEM 203.07 SANITAI IY SEWER MANHOLE DETAIL N. T. S. r J � `J l8/92 EWB TGP (29 92 EWB TGP DATE I BY CHKD: (LENS FALLS COUNTRY CLUB o,%A'enm NED NG-r6sp . ADDITIONS & ALTERATIONS ASSCALNOTED TZ'141C CART BARN ,�wG.Is, t�q2. MA G DETAILS ROJECT NO. PIT Cft 1101ANA( 91-1540 RAWING NO. Rib RAWT GLENS FALLS, I I NEW YORK c _ RIST-FROST ASSOCIATES P.C. CONSULTING ENGINEERS LACONgA, NEW H/AMPSHIR ARCHITECTS 1540C-2 DISK #1 SURVEYORS 2 „r R No u' 2 rcr