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25A-45; 184; 187; 189 DPW Sewer- Industrial Dr.- Resource Delineation-cross country-2012NOTES: 1. INVERTS ARE LISTED IN A CLOCK -WISE ORDER AND ENDING WITH THE OUT -FLOW. 2. AN ASTERISK INDICATES UNDETERMINED PIPE MATERIAL. SMH 7 RIM 139.04' 9" IN= 129.34' 4" PVC IN= 131.54' 12 "PVC IN= 129.29' 12 "PVC OUT= 129.14' SMH 9 RIM 137.57' 4 "PVC IN= 130.97' 5 IN= 130.07' 12 "RCP IN(SMH7)= 128.22' 12 "RCP OUT(SMH9B)= 128.22' SMH 98 RIM 132.72' 12 "RCP IN(SMH9)= 132.72' 6 "PVC IN= 129.62' 12 "RCP OUT(SMH9A)= 132.72' SMH 9A RIM 134.17' 4 "PVC IN= 130.27' 12 "RCP IN= 129.17' 8 IN= 129.17' 12 "RCP OUT(SMH10)= 128.97' SMH 10 RIM 133.86' 12 "RCP IN(SMH9A)= 126.76' 12 "RCP OUT(SMH11)= 126.76' SMH 11 RIM 131.30' 12 "PVC IN(SMH10)= 125.80' 8 "PVC IN= 126.20' 12 "RCP OUT(SMH11 A)= 124.90' SMH 11A RIM 132.58' 6 IN= 124.68' 12 "RCP IN(SMH11)= 124.18' 12 "RCP IN= 124.48' 12 "RCP OUT(SMH12)= 124.13' SMH 12 RIM =137.41' 12 "RCP IN(SMH11A)= 122.96' 12 "RCP OUT(SMH13)= 122.86' SMH 13 RIM 135.78' 12 "RCP IN(SMH12)= 121.98' 8 IN= 125.78' 12 "RCP OUT(SMH14)= 137.81' SMH 14 RIM 135.70' 9 "PVC IN= 123.95' 8 IN= 126.90' 12 "RCP IN(SMH13)= 121.70' 12 "RCP OUT= 121.60' m 0 m -1 z 0 0 CONC. BIT. ER B13 0 END MONUMENT FOUND CALCULATED POINT CONCRETE BITUMINOUS CONCRETE MONITORING WELL LIGHT POST UTILITY POLE GUY WIRE SIGN POST BOLLARD /POST CATCH BASIN WETLAND FLAG ID SEWER MAN HOLES 32A -263 N/F BOSTON MAINE RAIL ROAD 2 1 1 24B -61 N/F JOHN A. NYMAN BLAIS GUYLAINE P7A.. jar 1 1 i SMH #1 RIM 137.¢1' STRETT SIC i t B1 STAR' 1 IBM EL- 139.42' TOP Or HYD SPINDLE A At 4, 1 1 B4 D G T 6 0 1 DRAIN COMMUNICATION ELECTRIC GAS SEWER TELEPHONE WATER MANHOLE METER BOX GAS /WATER GATE HYDRANT i B9 010 Ai 1 n LEGEND L 4 SMH, #13 RIM =1 5.78' 1 1 1 133 G r 0 N OHW 'HICKORY t. /CI !N a •134• -.,A C 13 g. IN f2fM= f3s1\0' C M G i PLAN OF LAND IN NORTHAMPTON, MA HAMPSHIRE REGISTRY PREPARED FOR CITY OF NORTHAMPTON SEWER EASEMENT ADJOINERS PROPERTY LINE CHAIN LINK FENCE OVERHEAD WIRES UNDERGROUND UTILITY LINE WATER LINE WETLAND DELINEATION LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE TREE LINE HEDGE ROW SURVEYOR: DRAFTING: FIELD WORK: DRAWING NAME: 25A -166 N/F COMMONWEALTH OF MASSACHUSETTS PROJECT NUMBER: Acg d 0' 30' 60' DFS NFA BAD, DJB 11 -043 11 -043 ENGINEER: DESIGN: VERT. SCALE: DATE: 90' HORZ. SCALE: 1 =30' 6 -2 -2011 11 II t' +A37 i i 1 I 1 ,,�20 •1 1 (I -Th /x _•135---".. '1 I 1' I I 7 i i i 111�'j1A30,,1;( �•1g7 7� %i�/ 0- A3 i{ 1 �'i A33 tt.��(( 1. i J i i AZB 1 I i "i'• It I 1 A27 1• A I `,.__J A34 :A9 y, /EL= 127.82' �'c12 "RCP \\0.4, END C J`1 NiP J C J ..41 10. THIS IS NOT A BOUNDARY SURVEY. DANIEL F. STASZ PLS #47160 25A -189 N/F DAVID H. SHORT scaEsL 1. FIELD SURVEY BY EDM TOTAL STATION 25A -45 N/F JONATHAN A. WRIGHT 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83) 4. BEARING SYSTEM OF THIS PLAN IS BASED ON MCS NAD83. 7. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS, THE MAJOR IMPROVEMENTS ON THIS PROPERTY ARE LOCATED IN AN AREA DESIGNATED AS ZONE C (UNSHADED) AREA OF MINIMAL FLOODING MAP NUMBER 250167 0002 A EFFECTIVE DATE: APRIL 3, 1978. 5. THE HORIZONTAL DATUM AND VERTICAL DATUM WERE DERIVED FROM STATIC SINGLE FREQUENCY GPS SURVEY POINTS USING CORS GPS REFERENCE STATION "MTS NORTHAMPTON" AS CONTROL. 6. ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED FROM SURFACE EVIDENCE AND PLANS OF RECORD. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED IN THE FIELD PRIOR TO COMMENCEMENT OF ALL SITE WORK. CALL DIGSAFE 1- 800 322 -4844 A MINIMUM OF 72 HOURS PRIOR TO PLANNED ACTIVITY. 8. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THE MATTERS A TITLE REPORT WOULD DISCLOSE. THE LAND DEPICTED ON THIS PLAN MAY BE SUBJECT TO AND /OR IN BENEFIT OF RIGHTS AND EASEMENTS THAT ARE NOT SHOWN. 9. LOCUS ABUTTING PROPERTY LINES LOCATIONS HAVE BEEN COMPILED FROM THE CITY OF NORTHAMPTON ASSESSORS' MAPS AND GIS AND ARE APPROXIMATE ONLY. I HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT: THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. NORTHEAST SURVEY CONSULTANTS DATE A� 1 A2k. A17 A24 116 PLEASANT ST. SUITE 302 P.O. BOX 109 EASTHAMPTON, MA 01027 (413) 203-5144 1 25A -042 N/F RUDOLPH V. LASTOWSKI MARY E. LASTOWSKI 1k 1 1\ EL= 135.74 12 "PVC CB RIM 138.56' 1/ v RIM 135.713' /ii ef E 4 SEWER MAN HOLES NOTES: 1. INVERTS ARE LISTED IN A CLOCK -WISE ORDER AND ENDING WITH THE OUT -FLOW. 2. AN ASTERISK INDICATES UNDETERMINED PIPE MATERIAL. SMH 7 RIM 139.04' 9" IN= 129.34' 4" PVC IN= 131.54' 12 "PVC IN= 129.29' 12 "PVC OUT= 129.14' SMH 9 RIM 137.57' 4 "PVC IN= 130.97' 5 IN= 130.07' 12 "RCP IN(SMH7)= 128.22' 12 "RCP OUT(SMH9B)= 128.22' SMH 98 RIM 132.72' 12 "RCP IN(SMH9)= 132.72' 6 "PVC IN= 129.62' 12 "RCP OUT(SMH9A)= 132.72' SMH 9A RIM 134.17' 4 "PVC IN= 130.27' 12 "RCP IN= 129.17' 8 IN= 129.17' 12 "RCP OUT(SMH10)= 128.97' SMH 10 RIM 133.86' 12 "RCP IN(SMH9A)= 126.76' 12 "RCP OUT(SMH11)= 126.76' SMH 11 RIM =131.30' 12 "PVC IN(SMH10)= 125.80' 8 "PVC IN= 126.20' 12 "RCP OUT(SMH11A)= 124.90' SMH 11A RIM =132.58' 6 IN= 124.68' 12 "RCP IN(SMH11)= 124.18' 12 "RCP IN= 124.48' 12 "RCP OUT(SMH12)= 124.13' SMH 12 RIM 137.41' 12 "RCP IN(SMH11A)= 122.96' 12 "RCP OUT(SMH13)= 122.86' SMH 13 RIM 135.78' 12 "RCP IN(SMH12)= 121.98' 8 IN= 125.78' 12 "RCP OUT(SMH14)= 137.81' SMH 14 RIM 135.70' 9 "PVC IN= 123.95' 8 IN= 126.90' 12 "RCP IN(SMH13)= 121.70' 12 "RCP OUT= 121.60' 0 11 N ST/ RT 25A -187 N/F ROBERT T. FOOTE, Jr. TBM EL= 141.00' TOP OF HYD SPINDLE 11 \\I %V 1 1 I P, 1 1 1 11 1 13 3 L 1 1 1 I1 r 1 1; i 1 IH RIIM 133. I o-o 1 r I J ll \l;;\ I 'I/ 11 11 1)iffi i 0 17 52 1 46 I' ,1 :I 1 A49 y 1 r 1 J PLAN OF LAND IN NORTHAPTON, MA HAMPSHIRE REGISTRY PREPARED FOR CITY OF NORTHAMPTON SMHJ� RIM =1/34,1 I i 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 I I M 1 1 i�/ 11 I iii I- It Y r I -7 7 I i f� -•135' 4,. i I 1 1 1 r ii f -'�i' y 1 1 -A e, ."..g -r A31 I. A32 A2at \\A\\ i -i. A33 I Ar, 1'1 O A35 1 1 A IPF 1 \1 CB l 10 136.87' 1 1 1 11 SMH 1 RIM 137.65 C CB RIM 139.09 25A -189 N/F DAVID H. SHORT =141 f1• 14Q?64' DMH �IM= 140.11' SURVEYOR: DFS DRAFTING: NFA FIELD WORK: BAD, DJB PROJECT NUMBER: 11 -043 DRAWING NAME: 11 -043 1 ®O o A CON C. TBM EL= 142.93' TOP OF VViIYD SPINDLE BIT. 0 HYDRANT BO D S3/ ENGINEER: VERT. SCALE: DATE: SMH #7 RIM 139.04' HORZ. SCALE: 36" PINE MONUMENT FOUND CALCULATED POINT CONCRETE BITUMINOUS CONCRETE MONITORING WELL LIGHT POST UTILITY POLE GUY WIRE SIGN POST BOLLARD/POST CATCH BASIN WETLAND FLAG ID N. 25A-190 N/F PIONEER VALLEY TRANSIT 0 sas DESIGN: 6-2-2011 A21 0 25A-193 CITY OF NORTHAMPTON DRAIN COMMUNICATION ELECTRIC GAS SEWER TELEPHONE WATER MANHOLE METER BOX GAS/WATER GATE HYDRANT LEGEND OHW DANIEL F. STASZ PLS #47160 SEWER EASEMENT ADJOINERS PROPERTY LINE CHAIN LINK FENCE OVERHEAD WIRES UNDERGROUND UTILITY LINE WATER LINE WETLAND DELINEATION LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE TREE LINE HEDGE ROW 30' DATE 60' 90' NORTHEAST SURVEY CONSULTANTS 116 PLEASANT ST. SUITE 302 P.O. BOX 109 EASTHAMPTON, MA 01027 (413) 203-5144