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64-442 - HIGHLAND AVENUE - CONSERVATION COMMISSION -DEP 64-Gy - - - - Plans rlrw+u aeo r¢I�r��wuu�raata.we � firvi.r ♦ mn mm iY rm ea�wPv �µa - ® @lCJdmLOAI n�0 mrocr0 m rte__ Ae m— metre o— . 'vr-rim.. 'r®irm roro irresw[M�w$ P,r A.o e..O mo a mr tet erre DA PERMIT SITE DETAILS a rw aA.ml• .SfV[W . CHU.S mwn mw.om rr® (�L9(MTII UNCLE BOB'S S Pa9SI S MF . ELF STORAGE ..••re.r'.A' W1S Lavuurr m. sour � rMERID I .AN •eea.c urea qac Rraos ®_� _om 9pgT Na 2 OI E Pfl61IIT N..46 WELLMAN ASSOCIATES, INC. 70 BROADWAY STREET , P.O. Box 738 WESTFORD, MA 01886 PHONE(978)589-9870 FAX (978) 589-9421 MOBILE(978) 828-3264 KRISTEN LEDUC ` J CLARK STREET 1S I I I I I I � i o co ^� � I � I -P I 9 M ^ � I I o I I j ^ N I r 9 � g < I ++ Z z I m o M M I a I o j I V I M O I 9 I � I I � I c R � I I m , a I I J � ^ � I I O I I Q I I m I 7AYd N v N A 4-1299 ISSUED FOR BID UNCLE BOB' S SELF . STORAGE cg CENTURION GROUP � y;s HIGHLAND AVE. _ w SALEM MA. 01970 y ND�gN .TEMPORARY BENCHMARK CHART, LOCUS �� 14/� I O � tNE HIGHLAND v Q NIS WAYOA01 RP11pN CB 20 T.B.M_// DESCRIP77ON ELEVATION 10 �S OVA RIM=491.75 ME51P1 NIGH HIGHLAND (PUBLIC - VARIABLE WIDTH - 1946 & 1964 STATE HIGHWAY LAYOUTS) A VENUE INVo=488.3 BOLT OVER MAIN INVb=488.2 CB24 0 OUTLET HYDRANT 500.00 CB 25 [RIMI=492.446 R/M=492.55 R/M=492.35 SMH NV=489.15(WA1ER) NORTHERLY BASE BOLT p 19 SMH INVa=488.15 INV=488.25(WA1ER) R/M=492.4 T 1�1 T © OF FIRE ALARM PULL BOX 496.10 IN 488.30 T T - PAINTED WHITE LINE - - RAILROAD SPIKE FOUND EP U AVERStv�O RIM=492.8 7 ------T -T INVc=487.95 - - - - - _ PAINTED WHITE LINE © 493.96 12" - IN UTILITY POLE 1589 �i--S S S GC C S S GC S S - - -S=- - - - - - - - - FAB CROSS CUT BOLT 493.26 G �P EOTW - - -� UPL 158 OHW OHW IN LIGHT BASE - - - GC - - - - - --Q OHW OHW OHW UPJ/1587 494.1 SlG UPL#1589 / TRAFFIC LIGH LOCUS --_ - - L=31.59 a, i (SEE NOTE #6) i +492.9 321.28' LANDSCAPE TIMBER PLANTER +492.4 I+492.4 (NOT TO SCALE) YA 0 492.8 -tr �` I 1� +493.5 4 i BIT. CONC.� / b=2 24' PERF. HDPE -� - D ^a p 12'HDPE \¢93� i PAVEMENT IJ \ ----\ D `\ U i -7 492.1 o D \\ l +492.7 c o " +491.9 1 / 492.6 y SIGN CB 21 +493.1 �- \ BIT. CONC. +492.7 � 492--.I_� o R/M=492.4 HpeE I'9�, PAVEMENT I 4 2.5 C INVo=487.75 __ 24� U � + BIT. CONC. INVb=48765' i o q/� -_CON. AT DOOR' \ -BOttA � ��\ I +49?2 +492.5 ® PAVEMEN7� ( ) (TYP.) ® +492.3 - F.F.F.=49283 o - o _ o _ � b %l 4934 ELEV�T --- - - 10 CHAIN LINK FENCE / DDDR 492.4 CONC. BLOCK RET I \\ / ELEV AT ELEV AT [LIMIT OF WORK I / ELEV AT ELCV AT ELEV AT ELEV AT ELEV AT DOOR=492.6 DOOR-4912 6 WALL 1.0' HIGH �Q DOOR=4934 DOPR=4935 DOOR=493.4 DOOR=493.3 DOOR=493.2 I ELEV AT ELEV AT O R8 4494.5 LIMIT OF WORK I I #435 DOOR=492.8 DOOR=49 .5 0 INV=492.1 "UNCLE BOB'S SELF STORAGE" ELEV AT I h A �V=487.2 W I 2 STORY DOOR=492.9 493 CONCRETE BLOCK BUILDING II � I � NOW OR FORMERLY MADELINE T. PYBURN 493.3 CONC. PAD W/ELECTRIC PANEL I I NOW OR FORMERLY LEGEND: MARYANN COLETTA I GATE -----491----- ONE FOOT CONTOUR / ---490--- FIVE FOOT CONTOUR lbo' +492.3 SPOT GRADE CONC. PAD 21.8' II b BORDER VO VEGEArEDTWE7LANOS l I ®FAB ALARM 18'RFIRE BOX CP �- d � W LIGHT POST ED0 STALL I c �, OF l L O T 1 0 0 I 6 P UP*LGT UTILITYPOLE c NEW PAVEMENT p I I , c 6'PVC - �� GUPL UTILITY POLE W/1N LIGHT INV=487.7 I I I. ,Q a D D 6'PVC C OHW OVERHEAD WIRE �1 r GRANITE CURBTERMINUS R B T. CONC. CB 22 I CB 3 125.70' -I BITUMINOUS BERM U I P VlEMENT RIM=492 1 l I R/M=494.3 CB 2 0 - 0 - 0 - 0 - 0 CHAIN LINK FENCE x \ INV=492.3 RIM=495.4 RETAINING WALL o I INVa-487.95 n +492.8 9J.6VVb=487.15 I INV=492.1 /NV=4933 ❑CB CATCH BASIN INVc=4871 \ I INV=492.1 1 HYD D DRAIN LINE a92. 2 STORY TOTAL AREA=1.83 ACRES I LOT 321 1 DECIDUOUS TREE CONCRETE BLOCK BUILDING I � INV=487.3 2 rc, \ - EDGE OF WATER L/M/T OF WORK I � H-? BOLLARD MONITORING WELL m I m \ I SIGN m 1492.7 I m WG CHH HAND HOLE WATER GATE o LIMIT OF \ NEW PAVEMENT ` I -- 1 10 a QS SMH SEWER MANHOLE S COMPILED SEWER LINE --FM-- -- COMPILED FORCE MAIN I RM=492.2 T COMPILED TELEPHONE LINE -{- 492.4 492 5 23 1 I D COMPILED DRAIN LINE INVa=N.A. I - - -- - -- - LIMIT OF WORK 1GT INVb=N.A. INVc=487.75(WAIER) PVC POLYVINYL CHLORIDE PIPE { I INV INVERT il D/ DUC77LE IRON NOW OR FORMERLY o 1A1" D---=� _ I 238.74' EOTW EDGE OF TRAVELED WAY THE FIOR41NEE FAMILY D _ _ 2 BB BITUMINOUS BERM NOMINEE TRUST / 249.76' ►.,a LS LANDSCAPED NICHOLAS P. , IRE & V GC GRANITE CURB LENA FIORE, IRS. WVHDPE LIMIT OF WORK B/T. BITUMINOUS INV=486.6 CONC. NOW OR FORMERLY CONC. CONCRETE HEAD WALL NOW OR FORMERLY NOW OR FORMERLY ROBERT A. RIDGE & DIANA M. DIMARE RCP REINFORCED CONCi?ETE WILLIAM A. LUZINSKI ALBIN J. & MARCIA S PSZENNY lP IRON PIPE ASB ASBESTOS TYP. TYPICAL F.F.F. FINISHED FIRST FLOOR CMP CORRUGATED METAL PIPE HDPE HIGH DENSITY POLYETHYLENE N.A. NOT ACCESSIBLE GRAPHIC SCALE N07ES., RECORD OWNER: SCALE.• 1"--20' 1. THE SOLE PURPOSE OF THIS PLAN IS TO DEPICT THE AS-BUILT SI7E COND177ONS AFTER COMPLE77ON OF SOVRAN ACQUISITION LIMITED PARTNERSHIP FEET cbL'ir'3s CONSTRUC77ON AC77WTIES APPROVED BY THE SALEM CONSERVA77ON COMMISSION IN AN ORDER OF 5166 MAIN S7REET 20 0 10 20 40 80 COMPLIANCE. IA DATED MARCH 26, 2007, AND TO ACCOMPANY AN APPLICATION FOR A CER77FICATE OF KILLSW LLE NNEW YORK o. 68995 *4221 �r 2. 7HE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM METERS 0 5 10 20 30 iJI11U AS-BUILT INSTRUMENT SURVEYS CONDUCTED ON THE GROUND BY MERIDIAN ASSOCIATES, INC. ON NOVEMBER 13, r�r�r 2006, AND MAY 15, 2008. REFERENCES, RECORD CONDITIONS PLAN OF LAND J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE B2-BUSSINESS HIGHWAY. -LAND COURT CASE No. 7159-.I 4. THE LOCUS PROPERTY IS DEPICTED AS LOT 127 OM THE CITY OF SALEM ASSESSOR'S MAP J. -LAND COURT CASE No. 7159-K * LOCATED IN -1946 STATE HIGHWAY LAYOUT' No. 3488 * ( ) 5. THE LOCAT70N OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE AND ARE BASED UPON A -1986 STATE HIGHWAY ALTERA77ON (No. 6685) * SALEM , MASSACHUSETTS PAR77AL FIELD SURVEY AND COMPILAT70N OF PLAN'S OF RECORD. MERIDIAN ASSOCIATES, INC, DOES NOT (ESSEX COUNTY) WARRANTY NOR GUARANTEE THE LOCAT70N OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE * DENOTES DOCUMENTS RECORDED AT THE ESSEX CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUC77ON, SHALL VERIFY THE LOCATION OF ALL U77LITIES COUNTY REGISTRY OF DEEDS AND CONTACT DIG SAFE AT 1-888-344-7233 PREPARED FOR STORAGE r /v 6. 7741S PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. A UNCLE BOBS SELF Sr�r ORA ITB REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE » > LAND, HOWEVER, THIS DOES NOT CONST77UTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST SCALE: � = 2D DATE: MAY 19, 2008 7. INE ELEVATIONS DEPICTED HEREON WERE BASED ON AN ASSUMED DATUM. STARTING BENCHMARK. BOLT .J�,o�•�HOFM4s l� s OVER MAIN OUTLET HYDRANT CLARK STREET ADJACENT TO NORTHM E R I D I A NERLY PROPERTY LINE, ELEVATION=500.00. :��� .:�YATHAN J.9cSG` o A1ARKEYASS 0 C I A T E S INC. 8. PROPERTY LINES DEPICTED HEREON ARE BASED OM COMPILED DEEDS AND PLANS OF RECORD. THIS PLAN IS . CIVIL y ; , NOT TO BE USED FOR THE RECONSTRUC77ON OF BOUNDARY LINES OR FOR TITLE INSURANCE PURPOSES. REVISIONS ; y. a asaa 152 CONANT STREET 69 MILK STREET, SUITE 302 ALL BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY. MAI DID NOT PERFORM A BOUNDARY • o� s RT `` BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 RETRACEMENT SURVEY. •�FA TELEPHONE: (978) 299-0447 TELEPHONE: (508) 871-7030 DWG. No. 4856ASBT WWW.MERIDIANASSOC.COM SHEET No. 1 OF 1 PROJECT No. 4856 BK. #486, PG. #59 N0. DATE DESCRIPTION BY CHK'D ( pydght®by Meridian ASsocietc9j=. AlinghNfts e . TEMPORARY BENCHMARK CHART, N T.B.M.# DESCRIPTION ELEVATIONBOLT OVER MAIN q (3 voo 5Ep TERpE * CB 20 O OUTLET HYDRANT 500.00 O�vQ pN TIpN N Is WPY P� HIGHLAND v Q HIGHLAND (PUBLIC - VARIABLE WIDTH - 1946 & 1964 STATE HIGHWAY LAYOUTS) A VENUE IN/Va 4489.1 f0 RIpIP HIpN NORTHERLY BASE BOLT 496 10 cin qV ME 1E INVb=489.1 © OF FIRE ALARM PULL BOX 946 51P REPLACE EXIS77NG 15" RCP WITH SMH INVc=488.5 Y 24" HDPE PERFORATED PIPE. RIM=492.4 PROP. INVc=488.91 RAILROAD SPIKE FOUND o SMH L=103' S=0.005 T T --T RIM=492.8 T T - - - T - - PAINTED WHITE Lll�E - - - IN UT/CITY POLE 1589 493.96 - 4�' 494.6 CROSS CUT BOLT �P gVERS�� 493.4 FAIN�ED WHITE LINE opo - g2, 1- - 49+ 2,4 - 493 -512"494_ 494.4 4Q IN LIGHT BASE 493.26 - - oT FM lc T ,493' 492.6 --�-- 492-5--- ----- S 492. 1 S - - 4q-;,�- - 07W.'_c _EOTW - - S GC i� ------------- UPL 7588 HW OHW vHI'I'- - - - - �i 494.1 (SEE NOTE #7) - - OHW +492.7 492.6 �lG UPL#1589 +492.4 492.5+ 321.28' LANDSCAPE TIMBER PLANTER I I ( OT TO SCA +492.3 I -+ 93. PCB 3`�� �� l N LE) CB 27 j (78R) RIM=4923 +492.72-577,7M �- D PD RIM=4924 R/M=492.4 ( B/7. CONC. INV=�488�0 15"RCP INVc=488.5 t CONC. PAVEMENT \ D " I I PO INV=489.3W 493.1 �- D PROP. 12 SOLID HDPE I +492.6 INVb=488.3 -D '93 BIT CONC. I �y SIGN L=5' S=0.02 :a PROP. 18" PERF. HDPE 493.3 PROP. INVc=487.80 +492.8 i �� PAVEMENT PROP. INVb=487.76 b i� POMH 2 +492.3 (TBR) v I L=73' S=0.005 CONC. \ -REPL?ACE EX/Sl1NG 15" WITH \� RIM=482.7+492'7 CONC. CONC I 4 THEN CH \ PAVEMENT LIMITS OF AREA OF PAVEMENT /� AT DOORS " INV=488.38 +4922 4 I CONC.( ONC +492.3 ORA/N(7BR) ® (TBR) REMOVAL AND REPLACEMENT ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD LIMITS OF AREA OF PAVEMENT 24 HDPE PERFORATED PIPE. o INFORMATION RECOVERED THROUGH RESEARCH WITHOUT REMOVAL AND REPLACEMENT 494.1 ,493 (TYP.) L=115' S=0.005 BOLLARD ® ®� ® ® �� 93.2 (TYP. ------ --- 0 - 0 - 0 _ 4531 493.2 F.F.F.=492.83 +493.1 - SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. NV=491.4 +493 7 CHAIN LINK FENCE / + ELEV I T INV=492.3 70" .7 _ DOOR-4924 I RAILROAD 77E - ___ I EXIS77NG TRENCH DRAIN ELEV T ELEVRETAINING WALL 1� ELEV AT EL V AT ELEV AT ELEV AT ELEV AT DOORA492.6 DOORA49I�.6 TO BE REMOVED II DOOR=493.4 D0I7R=4935 DOOR=4934 DOOR=4933 DOOR=4932 ELEV AT ELEV AT ��CB 4 o RIM= 494.5 RlM 494.5 I #435 DOOR-49 .5 0 Q INV=492.1 30"s1 SB a SA EXISTING PAVEMENT AND "UNCLE BOB'S SELF STORAGE" _ ELEV AT uj R INV-4872 I I I I PATCH TO MEET EXISTING I 2 STORY DOOR=492.9 c\1 o PAVEMENT DEPTH (TYP.) CONCRETE BLOCK BUILDING DcoMADELINE T. PYBURN REPLACE EXIS77NG 18" RCP WITH I I NOW OR FORMERLY 24" HDPE PERFORATED PIPE. ' i MARYANN COLETTA NOW I L=91' S=0.005 FORMERLY 488.1 100' l I U BORDER/NG BUFFER TO I � a VEGETATED WE7LANDS / CB#20,CONTRA#21R#22, #23 ANDTO PLACE �PCB#S AROUND I 9- 488.5 18"RCPD�- / PCB#2 INLETS (SEE CATCH BASIN FILTER I Q [Tl b DETAIL ON SHEET 2 OF 2) I b P �I al I RI 22 I , c D6"PVC O� Q4 INV=4877 RIM=492.1 I Q po D 6'PVCD INVo=488.0 INVb=488.0 ' r^ a o INVc=488.0 i CB 3 125.70' I I PROP. INVc=487.30 RIM=494.3 CBL2 ro� PROP. INVb=487.23 I INV=492.3 R/M=495.4 INV=493.3 PLACE HAYBALES ALONG EXIS77NG I I \ LOT 100B TOTAL AREA=1.83 ACRES 1 HYD I W CHAIN LINK FENCE I I REPLACE EXIS77NG 18" (TCP WITH LOT 3 21 INV=492.1 i Q INV=487.3 24" HDPE PERFORATED PIPE. D I 1 L=85 S=0.005 \ I q REPLACE E.Y/S77NG 18" RCP WITH 24" \ I q v "NO DUMPING" SIGN TO BE PLACED IU I SOLID HOPE PIPE. L=8' S=0.02 \ Zi ON CHAIN LINK FENCE IN AREA OF I m CONCRETE HEADWALL CB 23 ro R/M=492.3 ` I 4875 INVc=4877 I CONTRACTOR TO REMOVE BUILT-UP 4 I INVb=4877 SEDIMENT BY•HANO TO EXIS77NG INVERT INVc=488.1(MATER) I ELEVA77ON AND LEGALLY DISPOSE OF I PROP. INVb=486.990 OFF-SITE LGT PROP. INVc=486.76 I I DOUBLE-HAYBALE ROW 487 7. D ba 18"R D --5 I I 238.74' NOW OR FORMERLY / 249.76' THE FIORE FAMILY rr \\ NOMINEE TRUST 490.8 18 RCP V NICHOLAS P. FIORE & CONC. INV=486.6 HEAD WALL I LENA FIORE, TRS. NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY ROBERT A. RIDGE & DIANA M. DIMARE 488.0 WILLIAM A. LUZINSKI ALBIN J. & MARCIA S. PSZ NY MATCH EXSl77NG EN INVERT OF 486.6 GRAPHIC SCALE SCALE. 1"--20' FEET 20 0 10 20 40 80 NOTES METERS 0 5 10 20 30 1. THE SOLE PURPOSE OF THIS PLAN IS TO ACCOMPANY A NOTICE OF INTENT APPLICAT70N TO THE SALEM CONSER'VAT70N COMMISSION. THIS PLAN HAS NOT BEEN PREPARED FOR CONSTRUCTION. 2. THE TOPOGRAPHY, S17E DETAIL & SURFACE (IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED LEGEND: ON THE GROUND BY MERIDIAN ASSOCIATES, INC. ON NOVEMBER 13, 2006. -----491----- ONE FOOT CONTOUR S COMPILED SEWER LINE ---490--- FIVE FOOT CONTOUR - - - -FM- - -- COMPILED FORCE MAIN J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE B2-BUSINESS +492.3 SPOT GRADE T COMP/LED TELEPHONE LINE REF_FR_EN('F.S; HIGHWAY. @HYD HYDRANT D COMPILED DRAIN LINE -LAND COURT CASE No. 7159-I 4. THE LOCUS PROPERTY IS DEPICTED AS LOT :127 ON 7HE CITY OF ®FAB FIRE ALARM BOX PVC POLYVINYL CHLORIDE PIPE -LAND COURT CASE No. 7159-K �$LGT LIGHT POST INV INVERT SALEM ASSESSOR'S MAP J. UP UTILITY POLE D/ DUCTILE IRON -1946 STA 7F HIGHWAY LAYOUT (No. 3488) * PERMIT' SITE PLAN OF LAND COUPL UTILITY POLE WITH LIGHT EOTW EDGE OF TRAVELED WAY -1986 STATE HIGHWAY ALTERA77ON (No. 6685) 5. THE LOCAT70N OF ALL UNDERGROUND UTILITIES SHOWN ARE OHW OVERHEAD WIRE LS LANDSCAPED LOCATED IN APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND TERMINUS UNKNOWN BB BITUMINOUS BERM * DENOTES DOCUMENTS RECORDED AT THE ESSEX SALEM ,MASSACHUSETTS COMPILA77ON OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES GRANITE CURB GC GRANITE CURB COUNTY REGISTRY OF DEEDS. NOT WARRANTY NOR GUARANTEE THE LOCA77ON OF ALL U77LITIES BITUMINOUS BERM BIT. BITUMINOUS .ESSEX COUNTY DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO 0 - 0 - o - o - o CHAIN LINK FENCE CONC. CONCRETE COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF RETAINING WALL RCP REINFORCED CONCRETE RECORD OWNER: ALL UTIL177ES AND CONTACT DIG SAFE AT 1-888-344-7233. OCB CATCH BASIN lP IRON PIPESOVRAN PREPARED FOR ACOUISl170N LIMITED PARTNERSHIP ASBESTOS 6. THE ELEVA77ONS DEPICTED HEREON WERE BASED ON AN ASSUMED D SB ICAL5166 MAIN STREET DATUM. STARTING BENCHMARK.• BOLT OVER AMAIN OUTLET HYDRANT DECIDUOUS TREE DRAIN LINE Ase TYPICAL W/LLIAMSIALLE, NEW YORK 14221 UNCLE BOB 'S SELF STORAGE CLARK STREET ADJACENT TO NORTHERLY PROPERTY LINE; F.F.F. FINISHED FIRST FLOOR -CERTIFICATE No. 68995 * » ELEVATION=500.00. EDGE OF WATER CMP CORRUGATED METAL PIPE SCALE: = 2O DATE: JANUARY 30, 2007 ® BOLLARD PD PROPOSED DRAIN �T MONITORING WELL t o PROPOSED CONTOUR ►•••••',� M E R I D I Il 1 V 7. PROPERTY LINES DEPICTED HEREON ARE BASED ON COMPILED DEEDS M ►► �j"OF H AND PLANS OF RECORD. THIS PLAN IS NOT TO BE USED FOR THE SIGN PROPOSED SPOT GRADE ^�Fp 4559 RECONSTRUCTION OF BOUNDARY LINES OR FOR TITLE INSURANCE WG®HH WATER GATE • (PDMH) PROPOSED DRAIN MANHOLE :o`' JONATHAN J. cG` PURPOSES. ALL BOUNDARY LINES DEPICTED ,ARE APPROXIMATE ONLY. HAND HOLE p (PCB) PROPOSED CATCH BASIN REVISIONS I MARKEY mE ASS 0 C I A T E S, INC. MAI DID NOT PERFORM A BOUNDARY RETRACEMENT SURVEY. QS SMH SEWER MANHOLE (TBR) TO BE REMOVED ; IVIL H ► 152 CONANT STREET 69 MILK STREET, SUITE 302 H.P. HIGH POINT 3 9/14/07 PC8#2 RIM, CHANGE TO 18" PIPE CAR JJM •4r�9� i BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 11 2 7/02/07 REVISE PAVEMENT LIMITS, PCB#2 CAR JJM '.9 F 6 ��i TELEPHONE: (978) 299-0447 TELEPHONE: (508) 871-7030 SSI WWW.MERIDIANASSOC.COM DWG. No. 4856-SITE 1 3/20/07 ADD SIGN, HAYBALES CAR JJM ►► n. BK. #486, PG. #59 NO. DATE DESCRIPTION BY CHK'D f-/7-c>7 SHEET No. 1 OF 2 PROJECT No. 4856 Copyright 0 by Meridian A.vwcialcs,lac. All rights reserved. I TEMPORARY BENCHMARK CHART- THE Naar• �x ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD O pN ATON " INFORMATION RECOVERED THROUGH RESEARCH WITHOUT TB.M.# DESCRIPTION ELEVATION rNorgN ASE LITER ce 20 SURFACE DEMARCATION N e tint OR SUBSURFACE BOLT OVER MAIN B A _ A ER/FICA TION. t T� IAN IS WAY I _91.8 OUTLET HYDRANT 500.00 LOCUS N RID NIGH HIGHLAND (PUBLIC - VARIABLE NO - 1946 & 1964 STATE HIGHWAY LAYOUTS) AVE INVa-489.1 Ove O M STATE INVb=489.1 NORTHERLY BASE BOLT HIGHLAND OF FIRE ALARM PULL BOX 496.10 10 g�6 SMH INVc=488.5 ® S� SMH RIM--492.4\ PROP. INVc=488.91 q` T RIM=492.8 T T T T 493.41 - PAINTED WHITE LINE oo - - - - - T PAINTED WHITE LIFE T - - - © RAILROAD SPIKE FOUND 492.6 0 - �2 - 1492.4 49� 4� - �_12`4g¢- 494.4 494.6 /N UTILITY POLE 1589 49396 0 hg3 S S S- - =�F"SSS CROSS CUT BOLT 2 J v Bq � GC i EB--- --�-- -------492-5--- ---- 4 2.1 - - - -GC -_ - _ - - - -=7- - - - FAB ® IN LIGHT BASE 493.26 Q P RNEgS - - G1 C _ _ _EO TW - - - ------ 4 2 A v .7 492.7 -0 OHW OHby UPL 158 OHVy OHW U� 07 492.6 SIG UPL#1589 +44?_.4 4925+ --- H UL 1587 494. 1 t (SEE NOTE #7) 3 P� CB 21 1 R/M=4923 59 321.28" LANDSCAPE TIMBER PLANTER92 3 I Il 4L=JlG� �P R/M=492.4 BIT CONC. +492.7 `- �� 93.3 PC6#2 ��� RFFERFIV[`ES• CONC. lNV=�f88�0 15"RCP ® D / PD R1M=493.2 p 1 RECORD OWNER: LOCUS, INVa=488.5 + PAVEMENT 493.8 �- D �R PROP. 12PSOLID HDPE C I I +492.6 PD INV=489.3 W -LAND COURT CASE No. 7159-1 INVb= 88.JINVo D 9� _ PA CONC. > I \ S' -LAND COURT CASE No. 7159-K * (NOT TO SCALE a �� � L-5' S=0.02 � PROP. 24` PERF. HDPE >z Z +493.3 SIGN SOVRAN ACQUISITION LIMITED PARTNERSHIP ) PROP. INVo=487.80 b +492.8 / PAVEMENT , 9 0 -1946 STATE HIGHWAY LAYOUT * PROP. INVb=487.76 i d- V I L=73 5=0.005 � B/L CONC. 5166 MAIN STREET (No. 3488) POMH #2 +492.3 4 � +492.7 a I PAVEMENT.] W/LLIAMSV/LLE, NEW YORK 14221 -1986 STATE HIGHWAY ALTERATION (No. 6685) * -REPLACE EXS/nNG f " �&' WITH R/M=4927 CONC. +49P 2 4"TRENCH � LIMIT OF PAVEMENT OVERLAY -CERTIFICATE No. 68995 AT DOORS " CONC. M d +492.3 + INV=488.38 ( I DRAIN � 494.1 q93� (TYP.) 24 HDPE PERFORATED PIPE. p f�] CONC. ® \ DENOTES DOCUMENTS RECORDED AT THE ESSEX LIMIT OF PAVEMENT OVERLAY - L=223' S=0.005 BOLLARD ® ®a ® (� ® \ COUNTY REGISTRY OF DEEDS. 93.2-_(TYP. -crP------ --- - _ _ 493.2 F.F.F.=492.83 +493.7 o - o - p _ _ 493. 1 IN V=491.4 +4,93.7 CHA/N LINK FENCE / �- }• ELEV�T INV=492.3 10" LEGEND: RAILROAD TIE DOOR-492.4 RETAINING WALL I ELEV AT EL VAT ELEV AT ELEV AT GRAPHIC SCALE ELEV AT ELEV AT ELEV AT DOOR=492.6 DOOR=492.6 SCALE. 1"=20' I ' DOOR=4934 DOR=4935 DOOR=4934 DOOR=4933 DOOR=4932 I -----491----- ONE FOOT CONTOUR , ELEV AT ELEV 4 RI 4 FEET ---490--- FIVE FOOT CONTOUR DOOR=492.8 DOOR-49 .5 O R/M=494.5 30'ASB I #435 - o � 20 0 10 20 40 80 INV=4872 SAWCUT EXISTING PAVEMENT AND " ' " o INV=492.1 +492.3 SPOT GRADE \ I UNCLE BOBS SELF STORAGEELEV AT \\ PATCH TO MEET EX/STIDOOR=4929 NG I 2 STORY I N QHYD HYDRANT I I PAVEMENT DEPTH CONCRETE BLOCK BUILDING I METERS 0 5 10 20 30 ®FAB FIRE ALARM BOX *LGT LIGHT POST I QUP U77LITY POLE C�J V I I I PL UTILITY OVERHEAD LE NTH LIGHT REPLACE EXSI nNG 18" RCP NTHNOW OHW I '^Q II I CT NOW N 24" HDPE PERFORATED PIPE. MARYANN OLETA GRANITE CURB OR FORMERLY L=91 S=0.005 BITUMINOUS BERM I MADELINE T PIBURN 488. 1 o - o - o - o - o CHAIN LINK FENCE / RETAINING WALL ORD 100'O BUFFER TO I C ❑CB CATCH BASIN � VEGETATED / I lel D DRAIN LINE 488.5 (o 18'RCPD c WE7ZANDS / I 4 DECIDUOUS TREE, EDGE OF WATER b P ® BOLLARD INV=487.7 RI I I 22 I c D6 PVC �� �j © MONITORING WELL R/M=492.1 I 1 ''Qpa D 6'PVCD WG® WATER GATE INVo=488.0 ' I �. HAND HOLE SIGN INVb=488.0 r^ a 1 o I INVc=488.0 I CB,_j 125.70' -� v 1 V PROP. INVo=48730 ` I RIM=494.3 CBL2 (a)SMH SEWER MANHOLE ro� I I PROP. INVb=48723 INV=492.3 RIM=495.4 S COMPILED SEWER LINE INV=492.1 INV=493.3 - - - -FM-- - - COMPILED FORCE MAIN l I INV=492.1 1 HYD ^ -T- COMPILED HONE LINE L JOT / Q QB TOTAL ARD'A=1.83 ACRES , L O T 321 D COMPILED DRAIN REPLACE EXS1nNG J8" RCP WITH o PVC POLYVINYL CHLORIDE PIPE 24HDPE PERFORATED PIPE. INV=487.3 `I I I INV INVERT L=85' S=0.005 I o DI DUC77LE I EOTW EDGE OF' TRAVELED WAY LS LANDSCAPED 487.4 1 l \ I U B3 BITUMINOUS BERM \ I ^ m GC GRANITE CURB BIT BITUMI CB 23 I a CONC. CONCRETES 1 RIM=492.3 I RCP REINFORCED CONCRETE 4875 I o I INVo=4877 /P IRON PIPE 4 INV5=4877 I ASB ASBESTOS INVc=488.1(WATER) F. FINISHED FIRST FLOOR L=8' S=0.02 b REPLACE EXSITING 18" RCP T I I PROP. INV5-486.8.0 I WITH 24" SOLID HDPE PIPE. PROP. INVc=486.76CMP CORRUGATED METAL PIPE 5 487.7 18"RCD 238.74'. I � PD PROPOSED DRAIN D o - �, 1171PROPOSED CONTOUR 87PI NOW OR FORMERLY , 249.76' ` , ® PROPOSED SPOT"GRADE .7HE FIORE FAMILYf PROPOSED DRAIN MANHOLE(PDMH) NOMINEE TRUST 490.8 18'RCP w PROPOSED CATCH BASIN (PCB) ' NICHOLAS P. FIORE & GONG INV=486.6 I LENA FIORE, 7R5. ZHEAD WALL NOW OR FORMERLY NOW OR FORMERLY 488.0 WILLIAM A. LUZINSKI NOW OR FORMERLY ROBERT A. RIDGE & DIANA M. DIMARE 4" LOAM & SEED MATCH EXSIIING ALB/N J. & MARCIA S. PSZENNY UNPAVED PAVED INVERT OF 486.6 1" TOP COURSE --2" BINDER COURSE C,OMMON FILL LIMIT OF TRENCH COMPACTED & AS SPEC EXCA VA TION.PROVIDE SHEETING AND SHORING SPECIFICATIONS RAMP OVERLAY 70' FROM AS REQUIRED. MIN MOTES: CONCRETE STRENGTH BUILDING FACE TO MEET EXCAVATE POTHOLES & FAILING PAVED AREAS, ° 4000 P.S.I. AT 28 DAYS EDGE OF EXISTING TOP REPLACE NTH GRAVEL BASE & 2" BIT CONC. REINFORCING STEEL CONFORMS TO ASTM A185-79 OF CONCRETE PATCH PRIOR TO REPLACEMENT OF 1-1 2" OVERLAY - 0 ° °° 3' I. 774E SOLE PURPOSE OF THIS PLAN 1S TO ACCOMPANY A NOTICE OF MANHOLE DESIGN SPECIFICATIONS NOTES. EXIS77NG TOP OF 24 ' PERFORATED FOUNDATION AT ALL , 0 INTENT APPLICATION TO THE SALEM CONSERVATION COMMISSION AND CONFORM TO ASTM C 487-84 1. MANHOLE DESIGN TO LATEST ASTM C478. CONCRETE FOUNDATION CLEAN EXIST PAVED AREAS & APPLY HDPE DRAIN PIPE ° GARAGE DOOR OPENIN I ° I ' SHALL NOT BE USED FOR CONSTRUCTION ONE POUR MONOLITHIC BASE AT GARAGE DOOR TACK COAT PR/OR TO OVERLAY I 11= 2. REINFORCING STEEL CONFORMS TO LATEST ASTM A 185. OPENINGS EARTh�(j� �?OC 2. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED BWSC STANDARD J. CONCRETE COMPRESSIVE S7RENGTH - 4,000 PSI ® 28 DAYS. 1" x 12" KEYWAY HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED CATCHBASIN 4. ONE POUR MONOLITHIC BASE. NEW 1-1/2" TYPE l-1 CUT INTO EXIST DOUBLE WASHED STONE D GRATE 5. WHEN SPECIFIED, MANHOLES WATERPROOF COATED. ON BIT CONC OVERLAY PAVEMENT 4' 2006. E GROUND BY MERIDIAN ASSOCIATES, INC. ON NOVEMBER 13, AME AN 12 e 6. STEPS - STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTICS " " _-MATCH .��� . RAVE PA T (PS2-PFSL M.A. INDUSTRIES, INC.) CONFORMS TO LATEST ASTM C478 PARA-12. h ~ ° ° ° ° ° , - - _ MENT J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE B2-BUSSINESS 7. Bl7UMASTIC BUTYL RUBBER FOR JOINTS CONFORM TO LATEST ASTM C443 AND FED SS-S-201A SPEC. ° ° ° ° ° ° ° ° ° ° HIGHWAY. ro -- - - - - - - - STORM DRAIN TRENCH DETAIL 4. THE LOCUS PROPERTY-IS DEPICTED AS LOT 127 ON THE CITY OF 24" DIAMETER 12"MIN (NOT TO SCALE) STANDARD M.H. FRAME nON SALEM ASSESSOR'S MAP J. of 3'IrfIN. & COVER PAVEMENT TRANSl N 5. THE LOCATION OF ALL UNDERGROUND U77LlnES SHOWN AREg" CONCRETE COLLAR ADJUST GRADE WITH EXIS77NG BIT CONC. 2_6" APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND z PROVIDE MORTAR -�� 2' ,l COURSES OF BRICK (2' MIN.) EXISTING BASE MATERIAL LAND COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES to MORTAR FILL OR 2-6 '> CONqREjE CONES AVAILABLE SITE PLAN OF / HND NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES I 8" �• PIA, IN 2 -0 HEIGHTS DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO `� OUTLET PIPE 81, COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF 2' 2'_6" �:, \ WELDED WIRE FABRIC LOCATED IN ALL UTILITIES AND CONTACT DIG SAFE AT 1-888-344-7233 MASTIC GASKET 3, OR 4' t; M. . STEPS \ B/TTJMASTIC JOINT PAVEMENT OVERLAY DETAIL MA77 RIAL (ALL SALEM MASSACHUSETTS 1 J 6. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN MANHOLE JOINTS)� 51 (NOT TO SCALE) (ESSEX COUNTY) EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT , 2 Le BARON OIL-DEBRIS STOP MULTIPLES HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF 7HE oIN LAND; 'HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO 1 OR APPROVED EQUAL OF 2; 2'-6", �_ PREPARED FOR SUCH EASEMENTS EXIST. `I p 3; OR 4' UNCLE BOB 'S SELF STORAGE PRECAST CONCRETE VAR/E 7, THE ELEVATIONS DEPICTED HEREON WERE BASED ON AN ASSUMED TO CONFORM TO ASTM 2; 2'-C cp DATUM.'STARTING BENCHMARK. BOLT OVER MAIN OUTLET HYDRANT m C-478, CONC. OF J, O 4' i 114" SAA SCALE: 1 "= 20' DATE: JANUARY 30, 2007 CLARK STREET ADJACENT TO NORTHERLY PROPERTY LINE, 4000 PSI AT 28 DAYS " Q �4 B/TUMASTIC JOINT �� ,A M E R I D I A N ELEVATION=500.00. „I-===48 --- 6' 5 0 rt` ,, 8. PROPERTY LINES DEPICTED HEREON ARE BASED ON COMPILED DEEDS 6'-0" 6 ' SCREENED �I`� GRAVEL � w, ASSOCIATES, INC. AND PLANS 77 RECORD. THIS PLAN IS NOT TO BE USED FOR THE �l YL�rt J , p 152 CONANT STREET 69 MILK STREET, SUITE 302 RECONSTRUCTION OF BOUNDARY LINES TE FOR TITLE INSURANCE CATCH--BASIN WITH OIL/GREASE TRAP DRAIN MANHOLE DETAIL REVISIONS f (( BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 PURPOSES. ALL BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY. (NOT TO SCALE) (NOT TO SCALE) o } " TELEPHONE: (978) 299-0447 TELEPHONE: (508) 871-7030 MAI DID NOT PERFORM A BOUNDARY RETRACEMENT SURVEY. WWW.MERIDIANASSOC.COM DWG. No. 4856_SITE " ;%30 .0't SHEET No. 1 OF 1 PROJECT No. " 4856 BK. #486, PG. #59 NO. DATE DESCRIPTION BY CHK'D 01 Copynghl©by Mcndim Associates,Ins.All rights m e& LEGEND., Q a2r ,t;• ,.,Ir,.:,.a! rw frFt,a SC# I SUBCATCHMENT ..► OVERLAND FLOW DIRECT10,V 7 SC# c C#2 •��������• OVERLAND FLOW PATH l�tl WT :Ymr»^ M'�:�s{�s��,:ts +•�ra�smr+r�`,um.v,\r •.," ., SC##3 SC##4 PRE-CONSTRUCTION DRAINAGL' PLAN LOCATED IN SALEM, MASSACHUSETTS (ESSEX COUNTY) PREPARED FOR UNCLE BOB'S SELF STORAGE SCALE. I "= 30' DATE: MARCH 20, 2007 MERIDIAN ASS OCIATES, INC. REVISIONS 152 CONANT STREET 89 MILK STREET, SUITE 302 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 299-0447 TELEPHONE: (508) 871-7030 WWW.MERMMASSOC.COM DWG. No. 4856REC NO. DATE DESCRIPTION BY CHK'D SHEET No. 1 OF 2 PROJECT No. 4856 LEMM, SC# f SUBCATCHMENT ti �► OVERLAND FLOW DIRECTION SC# 103 OVERLAND FLOW PATH SC## 100 w7 C# 1 0 1 SC# 102 }&i.4ml7 +411.1 .., Lair. CONC. ' • R-,•rcaw� � 4r ��we,vr� T.F.r':=4i2c SC¢# 104 SC# 105 POST-CONSTRUCTION DRAINAGE PLAN LOCATED TN SALEM, MASSACHUSETTS (ESSEX COUNTY) PREPARED FOR UNCLE BOB'S SELF STORACfE SCALE. 1 "= 30' DATE. MARCH 2'J, 2007 M E R I D I A N ASSOCIATES, INC. REVISIONS 152 CONANT STREET 69 MILK STREET, SUPE 902 BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 299-0447 TELEPHONE: (508) 671-7030 F_ WWW.)AERIDIANASSOC.COM DWG. No. 4856—SITENO. DATE DESCRIPTION 8Y CHK'D SHEET No. 2 OF 2 PROJECT No. 4856