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24D_080B Existing Conditions Proposed KFC August 13 1999N DATE The Massac husett s State Pl a REF. N/F D L 0 0 BY G il n Mferjian of REFERENCE NOW OR FORMERLY DEED AND LAID OUT 5/8" REBAR TO BE SET IRON PIN FOUND FOUND GRANITE MONUMENT SET MONUMENT CALCULATED POINT MAIL BOX FIRE HYDRANT WATER GATE STORM SEWER MANHOLE CATCH BASIN 0 Coordinate System LEGEND REVISIONS 0 SANITARY SEWER MANHOLE GAS METER GAS GATE GUY WIRE UTILITY POLE GUY POLE LIGHT POLE ELECTRICAL MANHOLE TELEPHONE MANHOLE LOCUS PROPERTY LINE APPROXIMATE ADJOINERS PROPERTY LINE RIGHT OF WAY LINE INTERIOR LOT LINES CENTER OF PAVEMENT EDGE OF PAVEMENT CHAIN LINK FENCE OVERHEAD UTILITY LINES SANITARY SEWER LINE STORM SEWER LINE APPROXIMATE GAS LINE APPROXIMATE WATER LINE n CO N 7 0 7 0 i EXISTING BILLBOARD 0 A 122 .8 139 8 X 3co LW4 sF 142_.8 X -42.5 X OLD RAILROAD RIGHT OF WAY 65.00' WIDE a• 136.2 141 a� i N 14' W 2 53.83' Ra 1 .Z i 2c l it-, -7-fibi ‘7 1 1 1 1 1 1 i -I- 10' rt. SETBACK /142.8 X 1 I i pt.122.316 SNIDE SETBACK STORM SEWER 1 EA ENT K� G S I V& 35 300 SF 10' PL SETBACK 140.5 10' PL SETBACK w 12' DI A 1 1 1 1 i 1 1 1 1 1 i 1 to cd 1 BIT CURB 1 13 .5 PROPOSED BIKE PATH 244.75' V. Ito 1 h;. ••s T N04 4 Il-22W -7 W CR 3 W "C.I. es, 135.5 c S07 135.6 5'30 "E N04:40'2 W1 DMH6 D3 RCp 136.1 Ott ci y ININ Or VD 136. O.) 136.1 D 13 r T "7 BIT CURB 0 WA Cs P IIINMIS WIND 1 0 W "C.I. FOUND GRANITE STONE BOUND FLUSH i 132.78 J rR GP EL.COND A i W 1, COMPS: 4_ WIDE DE STORM SEWER EASEME JSMH 1 1 DM 12 G a 0 DMH3 FIELD WORK: S.E.H. R.J.R. SURVEYOR: P.R.L. ENGINEER: R.L.S. i POST of w" oI ,S 136.5 D36VCP D36 "RCP_> TEL.COND. TEL. Cpj� -�L. COND. TEL. COND CURRENT DATE: 8/13/99 138.9 139.5 i 140.2 141.5 141.2 136.1 138.2 T NC W 135.8 135.6 HORIZ SCALE: 1" 30' VERT SCALE: N/A FINAL DATE: CHECKED: DESIGN: DRAFTING: R.J.R. 137.3 W1 o "C 1 13 W10 "C.I. KING STREET 135.9 D "RCI1+4> TEL. COND. T C ©1 FOUND GRANITE STONE BOUND FLUSH 0 TBM #3 TOP SPINDLE OF FIRE HYDRANT ELEV. =139.53' 136.7 FOUND GRANITE STONE BOUND FLUSH 36. 1 36'� 42" ''k 1 136.6 136.1 'v 1J 2 0 UGC 6 3 137.3 1366 DMH 39 "RCP DMH1 C') 136:4• 13F 5 13j4".(44444------ 1 x� 136.77 OUND i F 1 .5 S O NE BOUND 361: FLUSH GRANITE 7. 1 1 -Is6.7 O 0 137.3 D39 "R( 1369 1 36 6 EXISTING CONDITIONS TBM #1 6" SPIKE SET IN UTILITY POLE 39/11 12" UP ELEV. =138.03' 136.8 136.9 UGC 141 4 OMIND 136.5 137.1 137.0 D "RCP •4 140- 140.3 X r 1 137.6 X 13 17 MIMED 141 8 137.4 MANHOLE W/ 137 2 ROUTE 5 I 0 137 7 137.2 PREPARED FOR INV OUT--z128 01 18"AC INV OU T=129.33 24 INV IN-128.9 24 INV IN 18 TBM #2 TOP SPINDLE OF FIRE HYDRANT HAYES 86 HAYES L.L.C. DMH#5 INV 1N-126.63 12" INV IN=124.83 36"AC RIM=136.17 DMH#7 RIM=136 35 INV IN-131 85 12 INV OUT=130.35 18"CONC PRELIMINARY SITE PLAN PROPOSED KENTUCICY FRIED CHICKEN KING SREET, ROUTE 5 NORTHAMPTON, MASSACHUSETTS FOUND GRANITE STONE BOUND RIM=135.40 CB#2 INV OUT=132.61 iNv OUT- 12 CB#5 INV OUT=132.47 CB#7 INV OUT=133 19 VC 30 10 Scanned Digitized Checked 12"CONC FOUND GRANITE STONE BOUND 30 10 60 HUNTLEY ALMER HUNTLEY, JR. ASSOCIATES, INC. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST NORTHAMPTON, MASSACHUSETTS 01061 0 00 DO 20 90 PROJECT NO: 97-171 DRAWING NO: 171SITE FILE NO: 120 FEET 30 METERS SHEET NO. I DESCRIPTION J AREA LowINCs SITE (GROSS) 71,744 S.F. 100% SITE (NET) 35,300 S.F. 49% 20 000 Se FRONTAGE 121.78± L.F. N/A 12.b' i SIDE SETBACK 10' N/A lo' REAR SETBACK 20' N/A Zp PARKING SPACES WITH H.C. 25 N/A r 25' BUILDING 2505 S.F. 7% OPEN SPACE 13,650. SF 39% i5 DEPTH t z e HO/ PSv t t.D t N (r 1-1 1 c, --rt- C 35'� The Massachusetts State Plane Coordinate S ysterrt Meridian of REF. N/F D L 0 0 I7I:I LEGEND REFERENCE NOW OR FORMERLY DEED AND LAID OUT 5/8" REBAR TO BE SET IRON PIN FOUND FOUND GRANITE MONUMENT SET MONUMENT CALCULATED POINT MAIL BOX FIRE HYDRANT WATER GATE STORM SEWER MANHOLE CATCH BASIN 0 o4w s D G w OLD RAILROAD RIGHT OF WAY 65.00' WIDE LOCUS PROPERTY LINE APPROXIMATE ADJOINERS PROPERTY LINE RIGHT OF WAY LINE INTERIOR LOT LINES CENTER OF PAVEMENT EDGE OF PAVEMENT CHAIN LINK FENCE OVERHEAD UTILITY LINES SANITARY SEWER LINE STORM SEWER LINE APPROXIMATE GAS LINE APPROXIMATE WATER LINE NOTE: DETAILS AS SHOWN ON THIS PLAN ARE FROM KENTUCKY FRIED CHICKEN AND CAN BE FOUND ON SHEETS 6,7 8. CONTRACTOR TO CONFIRM THE USE OF ALL DETAILS W/ KENTUCKY FRIED CHICKEN PRIOR TO ANY CONSTRUCTION ACTIVITIES. w10 "C. C L SANITARY SEWER MANHOLE GAS METER GAS GATE GUY WIRE UTILITY POLE GUY POLE LIGHT POLE ELECTRICAL MANHOLE TELEPHONE MANHOLE i n' o i i Tt l ('flN 2 aC� Tr( f 0\ i C6 D�. 136.5 O3&''{l(.p 1 0- N O 1 SMH1 CHURCH STREET NO. DATE BY REVISIONS i 30' WDE I STORM SEWER EASEMENT 7 i 6 I C I 1-' 1 1'r .13F6..3 W1 o EL C.: 0;‘,/{1, 135.8 i 139.5 i i 141.2 138 .9 141.5 140 2 i 141.1' 138 2 nil D36 "RCP_ CURRENT DATE: 8/13/99 FIELD WORK: S.E.H. COMPS: R.J.R. SURVEYOR: P.R.L. ENGINEER: R.L.S. 136 2 4y— W1 D KJNG STREET r' cr 135.6 HORIZ SCALE: 1" 20' VERT SCALE: N/A FINAL DATE: CHECKED: DESIGN: R.L.S. /R.J.R. DRAFTING: R.J.R. lI "ICS MO WIO "C. 135.9 036 "RCP..} T' I .CCND %441 135.5 DA.1‘44 r oAtr 136 3 06 P 136 -2-- C6 "in W "C. D "RCP_ 1.36.1 PROPOSED BIKE PATH D "?cp_ HOOKER 4 STREET RJ R w '36.6 7 ay 01 MATERIAL, LAYOUT, LIGHTING 86 PLANTING DMH5 D 39 -RCP_> W1 C.I. TBM #1 6" SPIKE SET IN UTILITY POLE 39/11 12" UP ELEV. =138.03' 4.7' 01 1 3 2 136 H 137.3 4.8' 141 4 X 039 RCp 0 r BIT CURS 13 n 39 "RCP i 137.6 X 137.2 ROUTES 10 PRELIMINARY SITE PLAN PROPOSED KENTUCKY FRIED CHICKEN KING SREET, ROUTE 5 NORTHAMPTON, MASSACHUSET'T'S PREPARED FOR HAYES HAYES L.L.C. 1 3 _14 141.8 X 140.3 X MANHOLE W/ VALV PUMP 137.7 X p39 "RCP- 137.6 37.4 --E4H W 13/.? 10 pAg14 -t IN 1 PEA t00 sir ZONitJ& t15T1 H4 CRI(i WAS 505tNr‘ SITE AREA BREAKDOWN 137.2 G6 "IP 20 0 20 UP 36/10 40 0 10 G6 "IP MI HUNTLEY ALMER HUNTLEY, JR. ASSOCIATES, INC. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST NoRTHAtowl, MASSACHUSETTS 01061 60 G6 "IP 80 FEET 20 METERS PROJECT NO: 97 -171 DRAWING NO: 171 LAY FILE NO: SHEET NO. 3°fll Digitized Checked _.‘ip-oe;fro NO. The Afassach •setts State p DATE BY REF. N/F D L 0 0 139.48 139.42 139.4 X X 20' wiDE STORM SEAFR E ASEME NT 14 8 140.40 X 140.80 C.6iP- 1 i 136.2 139.8 X 6" 0 PVC SDR 35 15± S= 0.02' /LF 1,200 GALLON 1 s GREASE TRAP INV.IN 4 "0 C.I. 136.87 \NV.OUT 6 0 PVC =136.62 6 "0 PVC SDR 35 67± LF 0 S= 0.02' /LF OLD RAILROAD RIGHT OF WAY 65.00' WIDE RAISED PAD TO DIVERT RUNOFF ,z7:;;r, "Ip 1 D4 O H W REFERENCE NOW OR FORMERLY DEED AND LAID OUT 5/8" REBAR TO BE SET IRON PIN FOUND FOUND GRANITE MONUMENT SET MONUMENT CALCULATED POINT MAIL BOX FIRE HYDRANT WATER GATE STORM SEWER MANHOLE CATCH BASIN .01 o\ -)71 c)\ MINIM MINIM 0 s D G w Coordinate System 1 W "C.I. LEGEND CO GG r 1 r LOCUS PROPERTY LINE APPROXIMATE ADJOINERS PROPERTY LINE RIGHT OF WAY LINE INTERIOR LOT LINES CENTER OF PAVEMENT EDGE OF PAVEMENT CHAIN LINK FENCE OVERHEAD UTILITY LINES SANITARY SEWER LINE STORM SEWER LINE APPROXIMATE GAS LINE APPROXIMATE WATER LINE SANITARY SEWER MANHOLE GAS METER GAS GATE GUY WIRE UTILITY POLE GUY POLE LIGHT POLE ELECTRICAL MANHOLE TELEPHONE MANHOLE W1 o "C.I. i i DMF-13 L: ,.,Ps: i GG "I8. L---__-__ 7 r 30' WIDE I STORM SEWER EASEMENT REVISIONS 01111•B MINIM i o► V'.' 6 136.5 D36NCP_ W1o''Ct i 1 35 8 139.5 14 141. ,)P 4 ,56.3 14 14 1.5 if i CON° 13R 2 D36 "R CP 136.2 w10 "C.. KING STREET rt s:i Color u6.0. 036 RCP- CURRENT DATE: FIELD WORK: S.E.H. COMPS: SURVEYOR: P.R.L. ENGINEER: R.L.S. w10`C.I. HORIZ SCALE: 1" 30' VERT SCALE: N/A FINAL DATE: CHECKED: DESIGN: N/A DRAFTING: R.J.R. J r) 40 ...s; IAN CR 3 1p wr.' IP tart•.. •..t 11011001109I.A.•11111ix ..•1.stawawaalai..... W10`C.I. 136.3 D35 "RCI) 136 1 PROPOSED BIKE PATH Gr D zh..RCP •aJ. -i 13t 13 .1 as 176 MH W10 C.I. TBM #1 6" SPIKE SET IN UTILITY POLE 39/11 12" UP ELEV. =138.03' GRADING 85 UTILITY 137.2 136 9 136.8 141.4 x 137.3 D.39 "Prp 0 B I ORB 1 37. 1 1 12 "0 HDPE ±32 LF0 S =1.0% 12 "0 HDPE ±5 LFO S=2.0% CB A INV. IN 12 "0 HDPE 132.78 `IP --111 9- G 6';P A CB A 137.6 RIM ±137.10 INV. OUT 12 "0 HDPE= 133.36 CB B RIM= ±136.94 INV. IN 12 "0 HDPE= 133.04 INV.'OUT 12 "0 HDPE 132.88 137.2 ROU7E S 10 140 14 141.8 x 140.3 X MANHOLE W/ VALV do PUMP 137.7 D39 "RCP DM4156.1 0 1361 136.3 137.3 W1 C.I. TBM #1 6" SPIKE SET IN UTILITY POLE 39/11 12" UP ELEV. 138.03' 136.9 136.5 136.77 0 1358 137.0 136.8 136.9 CB A INV. IN 12 "0 HDPE =13 137.5 CB OBSTRUCTED 136.9 136.9 .4 136.9 D "RC 137.6 137 4 ---9HW 137.2 PRELIMINARY SITE PLAN PROPOSED KENTUCKY FRIED CHICKEN KING SKEET, ROUTE 5 NORTHAMPTON, MASSACHUSETTS PREPARED FOR HAVES &HAVES L.L.C. 20 IJP OH1'1 36/ 10 c T.l� G6`IP 137.2 10 0 20 GG "I8. 40 60 0 10 HT TNTLEY ALMER HUNTLEY, JR. ASSOCIATES, INC. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST NORTHAMPTON, MASSACHUSETTS 01061 G6 "I8. 80 FEET 20 METERS PROJECT NO: 97 171 DRAWING NO: 171 grd FILE NO: SHEET NO. 4 °F 11 Scanned Digitized Checked NO. DATE rq- a BY I 'r, REVISIONS NOTE: ANY SEWER LINE UNDER ROADWAY PAVEMENT WITH LESS THAN 5' OF COVER IS TO BE INSULATED. 4 "0 PVC SDR 35 ±15 LF S= 0.02' /LF 140 138 ti 136 134 1 132 128 126 DATUM ELEV 125.00 cci 0+ CURRENT DATE: U r4; FIELD WORK: S.E.H. COMPS: SURVEYOR: P.R.L. ENGINEER: R.L.S. GREASE TRAP INV.IN 4 "0 C.I.= 136.87 INV.OUT 6 "0 PVC 136.62 T r n i 1 SMH A SMH A STA. 0 +38.85 130 'RIM= 137. 0 6" 0 PVC IN (BLDG) 134.92 6" 0 PVC IN (G.T.)= 134.92 1 6 0 PVC OUT= 131.17 6 "0 PVC SDR 35 ±67 LF 0 S= 0.0262'/LF 6 "0 PVC SDR 35 ±38 LF S= 0.02' /LF 1- DRAFTING: SMH A STA. 1+21.56 RIM 136.40 6" 0 PVC IN 130.69 6" 0 PVC OUT= 130.69 HORIZ SCALE: 1" 20' VERT SCALE: 1" 2' FINAL DATE: CHECKED: DESIGN: R.L.S./R.J.R. R.J.R. 10" C.I. WATER LINE STA. 0 +65.48 6" C.I. WATER LINE STA. 1+08.63 6 d PVC SDF 35 f 83' LF. 0S_ 0, 06 ,r /LF co 2 s 2 r( 4 4 SMH B i 12" C f'1 'Al_ p r C f' r 2 4'!s 1 k -4 2 +00 co z 6 "C. t. Y SANITARY SEWER PLAN 86 PROFILE r S' 'l zr 4 S C)`���_ 1.vr 1N` s -.4 1,4 OL r 1 �a --i L 8" 0 PVC SDR 35 186' LF s o.bs7; 1. .1111•1110 AIMS. S '-11 p 'Atr LINE `;T A. 05 EC' t r HOOKER STREET ♦C 6 "C. I. 1 -3 1- _f 1 3 +00 SMH 2 >17 "Ar' 6"C.I. F) r( (1) PRELIMINARY SITE PLAN PROPOSED KENTUCKY FRIED CHICKEN KING SREET, ROUTE 5 NORTHAMPTON, MASSACHUSETTS PREPARED FOR HAYES 86 HAYES L.L.C. -ti- -1 SMH 2 STA. 3 +08.13 RIM 136.40 8" 0 PVC IN 129.57 (Y) n >'7 A 6 C.I. 4 f s' W N) (1 ALMER HUNTLEY, JR. ASSOCIATES, INC. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST NORTHAMPTON, MASSACHUSETTS 01061 HUNTLEY 4 "G U 12 "AC 6"C.I. PROJECT NO: 97-171 DRAWING NO: 171PRO FILE NO: SHEET NO. 5 °F 11 Digitized Checked lr) Y '4'.' (,f /C._ 1 ul N rn CV rn nn NO. DATE rq- a BY I 'r, REVISIONS NOTE: ANY SEWER LINE UNDER ROADWAY PAVEMENT WITH LESS THAN 5' OF COVER IS TO BE INSULATED. 4 "0 PVC SDR 35 ±15 LF S= 0.02' /LF 140 138 ti 136 134 1 132 128 126 DATUM ELEV 125.00 cci 0+ CURRENT DATE: U r4; FIELD WORK: S.E.H. COMPS: SURVEYOR: P.R.L. ENGINEER: R.L.S. GREASE TRAP INV.IN 4 "0 C.I.= 136.87 INV.OUT 6 "0 PVC 136.62 T r n i 1 SMH A SMH A STA. 0 +38.85 130 'RIM= 137. 0 6" 0 PVC IN (BLDG) 134.92 6" 0 PVC IN (G.T.)= 134.92 1 6 0 PVC OUT= 131.17 6 "0 PVC SDR 35 ±67 LF 0 S= 0.0262'/LF 6 "0 PVC SDR 35 ±38 LF S= 0.02' /LF 1- DRAFTING: SMH A STA. 1+21.56 RIM 136.40 6" 0 PVC IN 130.69 6" 0 PVC OUT= 130.69 HORIZ SCALE: 1" 20' VERT SCALE: 1" 2' FINAL DATE: CHECKED: DESIGN: R.L.S./R.J.R. R.J.R. 10" C.I. WATER LINE STA. 0 +65.48 6" C.I. WATER LINE STA. 1+08.63 6 d PVC SDF 35 f 83' LF. 0S_ 0, 06 ,r /LF co 2 s 2 r( 4 4 SMH B i 12" C f'1 'Al_ p r C f' r 2 4'!s 1 k -4 2 +00 co z 6 "C. t. Y SANITARY SEWER PLAN 86 PROFILE r S' 'l zr 4 S C)`���_ 1.vr 1N` s -.4 1,4 OL r 1 �a --i L 8" 0 PVC SDR 35 186' LF s o.bs7; 1. .1111•1110 AIMS. S '-11 p 'Atr LINE `;T A. 05 EC' t r HOOKER STREET ♦C 6 "C. I. 1 -3 1- _f 1 3 +00 SMH 2 >17 "Ar' 6"C.I. F) r( (1) PRELIMINARY SITE PLAN PROPOSED KENTUCKY FRIED CHICKEN KING SREET, ROUTE 5 NORTHAMPTON, MASSACHUSETTS PREPARED FOR HAYES 86 HAYES L.L.C. -ti- -1 SMH 2 STA. 3 +08.13 RIM 136.40 8" 0 PVC IN 129.57 (Y) n >'7 A 6 C.I. 4 f s' W N) (1 ALMER HUNTLEY, JR. ASSOCIATES, INC. SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS 30 INDUSTRIAL DRIVE EAST NORTHAMPTON, MASSACHUSETTS 01061 HUNTLEY 4 "G U 12 "AC 6"C.I. PROJECT NO: 97-171 DRAWING NO: 171PRO FILE NO: SHEET NO. 5 °F 11 Digitized Checked