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469 HIGHLAND AVE - PLANNING 1 11_�lllcm�lfJ!:�! :IY1���1► ZONING ANALYSIS 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 2,LOT 10.PRESENTLY THERE ARE NO BUILDINGS ON-SITE. 2 LOCUS EXISTS ENTIRELY WITHIN A BUSINESS ZONE(B-2)AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. THE FOLLOWING ARE SITE PLAN HE TDIMENSIONAL REQUIREMENTS: MINIMUM REQUIRED LOT AREA=12,000 SQUARE FEET F O R LOT AREA PROVIDED=20,037±SF MINIMUM REQUIRED LOT MOTH=100 FEET LOT WIDTH PROVIDED=100 FEEL(PRE-EXISTING LOT DIMENSIONS)MEASURED AT FRONT YARD SETBACK LINE) V MAXIMUM LOT COVERAGE(ALL BUILDINGS)REQUIRED-25 PERCENT(OF LOT AREA) y f /'r► BOARD i.�w AR D PROPOSED OFFICE BUILDING FOOTPRINT 3 3.318.5 ( ) �'•�� � +4 `i,1/Y ifrrl(`O� I{'..(` LOT COVERAGE PROVIDED=3,300/2D.037=18.5 PERCENT OF LOT MEA fin« // MINIMUM REQUIRED DEPTH OF FRONT YARD-30 FEET rip el rl ri // -..E; � Jc® FRONT YARD PROVIDED= 46.7 FEET(TO FOUNDATION) T lk NM01%W 144W 144W �� r EM ! V IE MINIMUM REQUIRED WIDTH OF SIDE YARD=10 FEET SIDE YARD PROVIDED- 11 FEET(TO FOUNDATION) _ MINIMUM REWIRED DEPTH OF REAR YARD-30 FEET PLAN® � � � REM SMD PROVIDED= 69 FEET(TO FOUNDATION) MAXIMUM REQUIRED H OF BUILDINGS=30 FEET(MEASURED FROM THE AVERAGE FRONT GRADE) � F E O'k MAXIMUM HEIGHT OF BUILDING NG PROVIDED=VARIANCE GRANTED CO RPO RA r. MAXIMUM REQUIRED HEIGHT OF FENCES/BOUNDARY WALLS=10 FEET HEIGHT OF FENCE PROVIDED=NONE AT PARKING DIMENSIONS FOR ANGLED SPACES: REQUIRED=9'WIDE x 19'LONG(17'PAVED+2'LANDSCAPING/WALK) IPARKING PROVIDED COMPLIES WITH THIS REQUIREMENT PARKING DIMENSIONS FOR PARALLEL SPACES: REWIRED-9'WIDE x 22'LONG(20'PAVED+Z'LANDSCAPING) NOT APPLICABLE,NO PARALLEL SPACES ARE PROVIDED 1 An Amw A& PARKING AISLE WIDTH: REQUIRED-24 FEET f , n ninni" PARKING AISLE PROVIDED 24 FEET PARKING SETBACK FROM PROPERTY OPERTY UNE(RICHT OF WAY} REQUIRED=5 FEET u. enue PARKING SETBACK PROVIDED FROM RIGHT OF WAY=5 FEET PARKING SETBACK FROM PROPERTY LINE(OTHER PROPERTY LNES): REQUIRED=2 FEET PARKING SETBACK PROVIDED=2 FEET REQUIRED MINIMUM WIDTH OF ENTRANCE AND EXIT DRIVES-20 FEET(FOR TWD-WAY USE) MOH OF ENTRANCE AND EXIT DRIVE PROVIDED-24 FEET SAL' M M A REQUIRED MAXIMUM`MOTH OF ENTRANCE AND EXIT DRIVES-30 FEET(IN BUSINESS DISTRICTS) MOTH OF ENTRANCE AND EXIT DRIVE PROVIDED-24 FEET I! 18 ��� PARKING CALCULATION PARKING REQUIREMENTS FOR OFFICE USE: REQUIRED NUMBER OF PARKING SPACES-1.0 SPACES PER EACH EMPLOYEE. NUMBER OF EMPLOYEES: 30 REQUIRED NUMBER OF PARKING SPACES-30 NUMBER OF PARKING SPACES PROVIDED=34(PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT) � a oa � ❑ IUD 00 0 ❑ �� ✓ Q TABLE OF CONTENTS o a . opQ a 1 . COVER SHEET 2. LANDSCAPING & MATERIALS 3. UTILITIES o APPROXIMATE GRAPHIC SCALE `rt'. GRADING & DRAINAGE (� 0 911D E 1. .IED °a tea° o IN 5. EXISTING CONDITIONS LLJ 1 INCH= APPROXDAATELY 200 FEET 1�0 0 O �� O NOTE: THIS LOCUS PLAN WAS SCANNED FROM C6 o O s THE CITY ENGINEERING DEPARTMENTS GIS DATA a O B BASE. THIS LOCUS PLAN IS NOT TO SCALE AND �t Y I� e O O ° � SHALL NOT BE USED TO DETERMINE ACTUAL e PROPERTY LINES, STREET LAYOUT AND/OR O ACTUAL BUILDING LOCATIONS. THIS LOCUS OD o PLAN IS INTENDED FOR GRAPHIC PURPOSES 4 Q ONLY TO SHOW THE PROJECT SITE IN � s , ❑ O Oo ,�,� RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. N Q o O� 0 PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY a G > Q o d PROJECT TEAM' P��N OF MqS PROJECT APPLICANT: Z MOST REALTY, LLC SCOTT IAN' q�S J o �r v c/o MR. PAVEL MENN RO ICZ m o O8 MAVERICK COURT, CIVI NO. DATE DESCRIPTION C9O f M � MARBLEHEAD, MA 01945 MJ � SNC S33T 6�5EPN6G Cl) (D JECTHII SITE PLAN LAN RIARRYYGUNDERSENI �CESTES iAL Z 20NTRALTREET COVER for SHEET wSALEM. MA 01970 PROJECT SURVEYOR: J GAIL SMITH, R.L.S. MOST ST CORPORATION > NORTH SHORE SURVEY CORP. 14 BROWN STREET, C0RPORATE 0FFICES SALEM, MA 01970 [� at E PROJECT SITE ENGINEER: #469 Highland Avenue SCOTT PATROWICZ, P.E. U) PATROWICZ LAND DEVELOPMENT ENGINEERING Salem Massachusetts 14 BROWN STREET, SALEM, MA 01970 Date: April 18, 2006 U) Q do PLDE#05-25 Scale: 1' = 200' Sheet 1 of 5 fV GEOTECHNICAL ENGINEER: U MR. LARRY DWYER, P.E. c/o Mr. Pawl M». B Maverick Court.OST RMaarbleh LLC W ad, MA 01945 90 'ZI a g ddb 01 JGI EASTERN, INC 0 / 77 SUNDIAL AVE, SUITE 401W PATROWICZ W Q MANCHESTER, NH 03103 13 q / LAND DEVELOPMENT ENGINEERING Q 14 Brown Street, Salem, MA 01970 Z (978) 836-6400 Q J "111) 1111/1 IV - 0 331330 l ` ; , REDUCED FROM THE ORIGINAL. THE SCALL U 77111 PLAN IS: 4 •Irr� LEGEND GRAPHIC SCALE 1 CATCH BASIN r b/Aril�li ili{r�� NINE —STREET TREE LCCAnON SHOWN ®/ / I j ON PLAN)3.5s CAUPER(TYP)WHEN PLANTED PER CITY OF SALEM REQUIREMENTS / \DRAINAGE MANHOLE (°E'er') ,r - `� L BLACK REINFORCED DRAIN PIPE TBV TO BE VERIFIED BY THE SITE , '�'M1 {r z rn GUAGE TTWO ANDS CONTRACTOR PRIOR TO ! ' // `/•' �'DY�1 4'MW. -:-`�/ STEEL WIRE TE OF$18 CONSTRUCTION FOR LOCATION, i'i / ' / SIZE,RIM AND INVERT ELEVATIONS `2 f .J`' B TBR TO BE REMOVED A // _ W 2">t 2"SPRUCE POST -2"CEDAR BARK MULCH r �I/� PLIO yup -� b / UNPAINTED 7 HIGH / r'f r' '/' O ©I�. ,R -SLOPE TO FORM DISH THREE REQUIRED PER TREE TR TO REMAIN $'�//'�' !/.A'� \..�'!" 1"� --RNISP GRADE(SEE PLAN FOR MOUND AROUND EDGE OF z FREEIRS WRAP TO HANDICAP RAMP /R�//,{ // t SURF CE TREATMENT) PIT TO CONTAIN WATER = FIRST BRANCH R MA%Sl OPE-8. PROVED ONE INCH BELOW MAX,) �.y / r.J / .. - ,\ _ 3.7"CALIPER PREVIOUSLY GROWN X.) W/IN �( ABB + / PLANT AT SAME DEPTH AS WAS CONSTRUCT PER ABB SPECS VGE VERTICAL GRANITE CURBING l / CC CONCRETE CURBING iy _ //(/ �- •A�.'.A a BCC BITUMINOUS CURBING 4 '' \\\\\\\\ / t UNTIE AND ROLL BACK BURLAP EDP EDGE OF PAVEMENT(NO CURBING) g ,(\\\`\yv /� f I r - /3 z 2"CEDAR BARK MULCH WE SLOPED GRANITE mgNC :d'•r VV��YY _ '1 l/ ��•'- r FR011 TOP 1 OF ROOT 9ALL z z FORM ELECTRIC LINE(TBV) ! 't A ,, I ' � � � -2 CONTAIN OPE °WATER DISH 70 CABLE TELEVISION LINE(IHV) `I✓' i "r j i BACKFILL MIXTURE /V ['r n v FROM TOP 1/3 OF ROOT BALL -rlr WATER LINE(TEV) ' I' g _ UNTIE AND ROLL BACK BURLAP Irc W WATER GATE(TBV) -L` // ' h _ .. . JC HYDRANT I�1 - r,r, /��V1 //4 /i f , �A TAMPED BACKFILL MIXTURE .�—e- SEWER LINE(TBV) VVV I/ i1\.. 24'MIN. MOUND AROUND EDGE OF PIT s O `--` Y' 7 �+r +_r .F+ I FINISHSURFAGRADE TREATMENT)(SEE PLAN FOR � SEWER MANHOLE STRUCTURE V floxrl•-OVERHEAD WIRE , ;'�; f ,� . SHRUB PLANTING DETAIL76'DIAMETER HOLE DDG Y _ FOR ROOT BALL AND / / _1.H•- 1 BACKFILL MIX IXISTING UTILITY POLE WITH /o AOr'r.'^- /// / SII i• TAMPED BACKFILL MIXTWff '' _ PROPER AMOUNT OF "PLP OR WITHOUT STREET DGH7 / .''`• /I'! J -t FFE FINISHED FLOOR ELEVATION I/,' `� // - /y P r\ I BACKFILL MIXTURE(TYP) ROOTBALL 50%LOAM+25%SAND+ 25%PEAT MOSS,MANURE R 15"NW FBE FINISHED BASEMENT ELEVATION 'C�p O r/- r -"t*\I + WDTH VARIES EXISTING TREE e / ./ / ,rE.)`i j, VERMICULITE "NO PARKING"AREAY'i TREE PLANTING DETAIL 1 SPOT GRADES PER ACTUAL ON-THE-GROUND SURVEY .y TEMPORARY BENCHMARKS FOR LOAM AND SEED VERTICAL SURVEY CONTROL �Ik /I - r.1 EXISTING CONTOURS OF KBIT.CONC. 'cF EQUAL ELEVATION r \,+ C / r , i �- 81NDER COURSE rnr-- SEWER LATERAL(PRESSURE LINE FROM HOUSE) O /yr'i ; �/ - BIT.DOING. -- TB rp.l(•i o. i Y , A r ,,/C ..(,' / TOP COURSE 6-MA%N �" LOAM= 6• HINDER R CO ( h r „ 'X1 1 '+ !X' i f _{ I— 3"MIN ®HOERBIT.CONIC sr— COMMON FORCE MAIN SEWER(TBV) �) g` {. I i / rr �1 ' M J ._ , __ __ _ O \ ���\� :.. 3*MAX TOP COURSE TRANSFORMER AREA INCLUDES TELEPHONE 1 \ \ i .> _I` Y ` Y=,4 o, F /IlY \ 1 L ` t �• \/\/\/\/\/\/\/ / �� I 1 ^:p COMPACT GRANITE BOUND SET 1 // /. >r ,\ - h •, 1 I GRAVEL A.C. AIR CONDITIONER ON CONCRETE PAD I r I '' \ \ ( ) y O Y t ! s 4 i,` 4 .#( , 0 BEH ND INSTEPS WOODEN STEPS —III GSTEPS CONCRETE STEPS e CONC. CONCRETE SIDEWALX y,' 'I, 1r tiv 1 \ } ( CEMENT -- EDGESTONE BPH. ASP�AA%T SIDEWALK ( ( `•! ,- \ ',F a CONCRETE I CONCRETE —III 8 (pF,��i ``.41 . P.T. GAS PROPANE TANK Ci �' {\ * BEHIND t J 71 •.. GRANITEz1 ! I COMPACTmCRAVEI� .. 0 7 4 f O :e.v ` e, COMPACTED GRAVEL EOGESTONE ( :BASE. . TRASH RECEPTICAL =.Q`3 �•. /i \" BASE .�; �; .�,� ,,�...�_.. �;,.• ;�'I-I -III ,� 1---� :� _c.a GAS LINE(TBV) 3/CV / r / ( _ I— CEMENT CONCRETE �a GAS GALE VALVE(TBV) O ..Xr r = — _:COMPACTED FIRM. ( — — �„ STABLE A BBASEE I I-III-III- 'L III-III P I^, Til—I I— �/ L°GRANITE EDGESTONES PER MDPW M9.04.2 TYPE SB ? ;,�, COMPACTED FIRM, — IfT III III \ 4"MIN.THICKNESS,12"MIN.MOTH OF FAC E STABLE SUBBASE —III— �1 III 2.ALL SLOPED GRANITE ED NG SHALL BE LAID AT _ THE SANE ANGLE THROUGHOUT THE ENTIRE PROSECT. I I \¢ III F � SLOPED GRANITE EDGING "°'�s ` LAWN }'. .ri \SS. ;r' \ i vi i 1.VIIRTICAL GRANITE CURB TYPE VA-4 18"DEPTH a 6"THICKNESS. LOAM AND SEES r r 2.BIT.GONG. IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT (\7 i1 \I \ \'"y .+" ,; CONCRETE. �ooir' \ J'~\ (SGE) CURBING 3.MORTAR JONTS BETWEEN INDIVIDUAL CURB STONES. �` \ `'tr L't L.PER MDPW STANDARDS 106.3.0. _; _ �,' \ 3 • i\ , 5.CURB REVEAL-B" , G _ 8-ALL SLOPED GRANITE EDGING SHALL BE LAID AT Y III THE SANE.ANC1E THROUGHOUT THE ENTIRE PROJECT. #467 HIGHLAND AVENUE \ , VERTICAL GRANITE CURBING (VGC) 1, av , (` N F A.2. ROT 11 TRUST \ .• MAP 2, LOT 11 r, r , v Ail Q) �8 LANDSCAPING NOTES Q !r .e,�F/ e r v \ \ �� :',� 1 1� t'� y PLANT MATERIAL TO CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK,PUBLISHED BY / c .0 \\ :'( THE AMERICAN ASSOCIATION OF NURSERYMEN,INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. ALL r ;p sc / - `� `- 1 PLANT SHALL BE HEALTHY,WELL-FORMED,FREE FROM DISEASE AND DEFECTS,AND TAGGED WITH THEIR PROPER NAMES. PREPARE ALL PLANTING BEDS AND LANDSCAPED AREAS BEDS SHALL BE GRADED SO AS TO NOT ALLOW RUNOFF(FROM THE Jc / / I £p 1" �` a";t -.y i �.`_ \\ PLANTING BED)TO BE DIRECTED VIA A STEEP SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE AREAS PRIOR TO LAYING LOAM(CLEAR AND GRUB AS NECESSARY). REMOVE STONES,STICKS,PROTRUDING ROOTS,UNSUITABLE SOIL,PAVEMENT AND M1 _ , r � R � '" \� � �\ S4 � OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4"MIN.SCREENED LOAM AND 2"MIN.BARK MULCH. r ' .r 9P __ I V /110 yp \ ///1 \\ EACH PLANT SHALL BE"WATERED IN"TO REMOVE AR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL NOT r i ' / ( ) \ r12 I PLANT ANY DAMAGED PLANTS THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND #» ' f'MAN STREET REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. i N%F DAVID D(LISlO .iri/. VE '�"f— I :'9r /F Stln, ? ��`�,,_ _ ,�•' NAP Z. LOT 17 r, ---- PLANTING SCHEDULE ' ' QUANTITY amDID ,RE> TYPE dt �9�. 3.5"CALIPER SYCAMORE \ \ ^�A ���/// \ \ r r-/J % 12'-14'HIGH 'i ,?3 - SID. \-,ems., � \ i�_.\ \ �___-rre--_% •ky. � !/�.'.:1 06 Ith '� ,'�>r •� \, Y �� ::B R=2' f i el i I i 23 W-10'HIGH ARBORMTEA _+1 17 _\-- OL���'r,Jy O 61 t T I i 1 �✓ P \ \ \wC 4 / r' i I U I CD ' / I 1 3'-L'HIGH RHODODENDRON i �e 7 //`� /e \ ,T/ i /' •/,l/I 1 Py •SIZE OF THE PLANT AT THE TIME OF PLANTING PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY #9 WYMAN STREET III I r LAND OWNERS UNKNOW'. Q J NAP 2. LOT 16 t� 11QS� Q � #471 HIGHLAND AVENUE `� �; tr l ';1`/l �� N/F NALONE FENCE CO.. INC. a � SCOT iAN yG Z NAP 2. LOT 12 n G% ��/ o `\ \ ` / ` \ _ �O� �li� I ;Il i ^� PA?R WICZ Q : / R ay I CI IL ~r i - �' '/;% _ U 9 N0.3 656 y NO. DATE DESCRIPTION I I�� T PLAN I INSTALL 23 ARBORVITE4 EVF7lG�QEN LANDSCAPE SCREEN, ; I i I Q/C C/S T E \N�'� [1 •.\ I MULCH GROUNDCOVERSPD ' �ro7�:�i / F �Ni��ENG J C4 �. ( / n a e z �c I REMOVE IXI�NG CHNN LINK FENCE(WHO IS ENCROACHING D SMATERIALS X � I A CAPIN Z ONTO LOCUS AND REPLACE WITH B-FOOT HIGH OPAQUE W ,� WOODEN STOCKADE FENCE LOCATED 0.1-FEET INTO THE SITE. ' /, %/ ,.;.r Wim► MOST CORPORATION " - - CORPORATE OFFICES Qr �. , ;� ;r,r l d T #3 WYMAN AVENUE q ----------- E -- -.� – /'`l! °t ' „. f4`- Salem, N/P NALONE FENCE CO. INC. /.' #4 6 9 Highland i \\ ' LAP 2. LOT 13 / 13 ` Massachusetts S Mas ac 1 m h Date: April 18, 2006 / PL-DE/105-25 Scale. 1” - 10' Sheet 2 of 5 v W / Land Owner: MOST RE, LLC 0 / O j e c/o Mr. Pavel Menn, 8 Maverick Co1.Trt, Marblehead, MA 01945 PATR ICZ =rte LAND DEVELOPMENT� �ENGINEERING 14 Brown Street, Salem, MA 01970 z ^ (978) 536-6400 Q J_ 0 7'111,5 Pt AIV [IAS I�i' _ w REDUCED FI OAT TRE ORIGINAL- t7 RIGI - -11,1; Ula I711S PLAN IS: i LEGEND GRAPHIC SCALE GENERAL NOTES CROSS COUNTRY :LnENa LOAM AND SEED UNDER PAVEMENT 9 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 2,LOT 10.PRESENTLY THERE ARE NO BUILDINGS ON-SITE CATCH BASIN OR APPROVED SLOPE' PROTECTION , /-SURFACING \ I OR RESURFACING / w AS REQUIRED. _ /. .(V 2. LOCUS EXISTS ENTIRELY WITHIN A BUSINESS(B-2)ZONING DISTRICT AND AN ENTRANCE CORRIDOR OVERLAT ZONING 6•TYP, / • JJJ' D,1 1 FM) - - ! / DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS:DRAINAGE MANHOLE 1 inch= 10 fR. /// �v ?' =a ROAD BASE(GRAVEL) .(JJ MINIMUM LOT AREA=12,000 SQUARE FEET DRAIN PIPE ////. - v j� MINIMUM LOT WIDTH=100 FEE! O CLASS'B' TBV TO BE VERIFIED BY THE SITE ,{ MAXIMUM LOT COVERAGE(ALL BUILDINGS)=25 PERCENT r 0.. BACKPFILL SUITABLE TO /J// MINIMUM DEPTH OF FRONT YARD=30 FEET < c O MHC MC01.0 J CONTRACTOR PRIOR TO / T ACCOMODATE SURFACE LOADING SIZES RIMCTON FOR AND INVERTELEVATIONS ////f - MINIMUM WIDTH OF SIDE YARD=10 FEET G i / / _ MINIMUM DEPTH OF REAR YARD=30 FEET c C TBR TO BE REMOVED MAXIMUM HEIGHT OF BUILDINGS=30 FEET MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS=10 FEET 9"MIN 3SELECT BORROW 1R TO REMAIN + V.y/: PARKING DIMENSIONS FOR ANGLED SPACES: 9'WIDE x 19'LONG(17 PAVED+2'LANDSCAPING) I S' Z COMPACTED IN T \�\\\\(\\1\\A\\TV\\�I\�y\y��Y, 6"WATER MAIN _ 1Y MAX.LIFTS HANDICAP RAMP "' `+ ���/ PARKING DIMENSIONS FOR PARALLEL SPACES: B'NIDE,22'LONG(20'PAVED+2'LANDSCAPING) = MHD ML02.0 �W / (MAX.SLOPF-B.OR), !-' PMKINC AISLE WIDTH=24 FEET CLDI I CONSTRUCT PER ABB SPECS /J ' NO STONES OVER 2' // PARKING SETBACK FROM PROPERTY UNE(RIGHT OF WAY)e 5 FEET _ `� VGC VERTICAL GRANITE CURBING J/J PARKING SETBACK FROM PROPERTY UNE(OTHER PROPERTY UNES)-2 FEET 9 MIN WN' CC CONCRETE CURBING '�'�) JJ / - BCC EDGE NOUS CURBING y ` v�j\t\\W\\\\V\qu'\_\ // A PROPERTY UNE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORPORATION, 511EETING� - _ /JJ EDP EDGE GF PAVEMENT IND CURBING) ;p" J/J( MARCH,2DO6. AS REQUIRED 36"MIN, JJJ SOE SLOPED GRANITE EDGING 'G - .. y1wU_._ELECTRIC UNE TBV IN EARTH IN LEDGE / -cArv(uc)-CABLE TELEVISION UNE(IBV) 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 SURVEYED FROM A PERMANENT BENCHMARK FOR NOTE: -;IIr WATER UNE(TBV) ' ` PROPOSED 350 LF 2'SEWER VERTICAL CONTROL SHOWN(NOT SHOWN ON THIS PLAN). JJJ rc WATER GATE(TBV) ,� : WATER MAIN EXTENSION PIPE SHALL BE 6'CEMENT LINED DUCTILE IRON PIPE(CLDI). j/, /`,SERVICE FORCE.MAIN.(SIZED yyrr HYDRANT - // BELL AND SPIGOT MANUFACTURED BY WARREN PIPE OR FOUNDRY CORP., ;Pry BY OTHERS)70 HAVE ONLY TEMPORARY BENCHMARKS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 AND HAVE BEEN SURVEYED ON THE SITE RWOOD CO.,OR U.S.PIPE CORP.PIPE SHALL CONFORM TO AWWA �JJ =rsC:SEWER UNE(TBV) ' ; /// 4NE-HIGH PONT IN-LINE:SG BASED ON THE PERMANENT BENCHMARK REFERENCED IN THIS NOTE,AS FOLLOWS: C.O.150-71. THE CEMENT MORTAR UNING SHALL CONFORM TO AWWA Ci D4-71. THAT 4HEN•PUMP TURNS {/J O OFF;THE FORCE MAIN WILL INSTALL THRUST BLOCKS AT ALL BENDS AND 9RANCHES AS REQUIRED. JJ/' .l SEWER MANHOLE STRUCTURE \ '� / DRAW'BACK TOWARDS PUMP TBM/1: ELEVATION-119.96 MN SET / STATION AND FORWARD ---poNnl OVERHEAD WERE / -„�o ' ,•-. TOWARDS CITY OF SALSA TOM y2: EISVATION-132.(16 DH SET WATER TRENCH DETAIL TptbENAL SEWER MANHOLE. TBM'l3: ELEVATION-119.22 MN SET /J/ EXISTING UTIUTY POLE WITH - - OR WITHOUT STREET LIGHT ///j/ /l 5. THIS PLAN DOES NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS /IJ PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTY UNES /JJ FEE FINISHED FLOOR ELEVATION SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF FBE FINISHED BASEMENT ELEVATION E' �� / ', ' -M CROSS COUNTRY PROPOSED SEWER SERVICE - THE PREPARATION OF THIS PUN. PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR STALL NOTIFY DIG-SAFE AND VERIFY UNDER PAVE4ENT � EXISTING TREE `]�, ^ / FORCE-MAIN TO CROSS TEL LOCATIONS OF ALL UTIUTY UNES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. 4'LOAM AND SEED- 7' /lf/ CONDUIT. OR APPROVED SLOPE I �PANTm"NO PARKING'AREA U /. - - - PRIOR TO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS OF pR01ECT10N -SURFACING OR RESURFACING JJ% A� / PIPES(THAT ARE CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CON FlJCIS WITH EXISTING UTILITIES AS REQUIRED. SPOT GRADES PER ACTUAL {� �. JJ ' AD.AISTMENTS TO THIS PLAN(IF REQUIRED)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN AUTHORIZATION)AFTER 6"TPP /// ON-THE-GROUND SURVEY `� IJ / y / " NOTIFICATION FROM THE SITE CONTRACTOR BASED ON.4CPJAL FIELD LOCA DNS OF UTILITIES. PLDE IS NOT RESPONSIBLE m ROAD BASE(GRAVEL) - JJ/ TEMPORARY BENCHMARKS FOR L $ / - (OR LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD CHANGES PLDE IS ALSO NOT RESPONSIBLE(OR UABLE) �- - / VERTICAL SURVEY CONTROL y J ^+/ - - FOR ANY BROKEN(OR DAMAGED)UTILITY LINES BEFORE.DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. _ // A�NSELECT BORROW EXISTING CONTOURS OF - - EQUAL ELEVATION '.sj / , - - - "Rer COMPACTED IN IJJ Q / _ 6. ANY AND ALL CONSTRUCTION METHODS,MATERIALS AND INSTALLATIONS/DEMOJTIONS SHALL COMPLY WITH ALL LOCAL JW 12”MAIL UFTS O m / AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF MPUCABLE),LOCAL DPW/ENGINEERING DEPT. MHD W.02.0 --+.nr- SEWER LATERAL(PRESSURE UNE FROM HOUSE) / N NO STONES OVER r � SPECIFICATIONS AND CONDITIONS MASS HIGHWAY DEPT.SPECIFICATIONS AND GOOD ENGINEERING/CONSTRUCTION PRACTICES ; _ FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS PMT OF CONSTRUCTION,IT IS THE rNr— COMMON FORCE MAIN SEWER(IBV) ) b4� ,�N %3 ( - RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON THIS PLM BY THE 9'MIN. �'S� JJ� TRANSFORMER AREA INCLUDES TELEPHONE Y `7. ,� f / CONSTRUCTION OF MY REQUIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECFlCARONS AND STONE z JJ// SEWER FINE GRANITE BOUND SET l\ s - /J, /. - I ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE PVC c MHD A.C. AIR CONDITONER(ON CONCRETE PAD) ` O JJ �." 1 RESPONSIBILITY OF THE SIE CONTRACTOR MD/OR BUILDING CONTRACTOR.TO ADHERE AND CONSTRUCT IMPROVEMENTS IN �� -Q III M201.2 /Ji WSTEPS WOODEN STEPS /_ "'I ACCORDMCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPAUN. "/. CONN. CONCRETE STEPS .'r B"MIN. MIN, 'h / CONK. CONCRETE SIDEWAIX / _ _ ASPH. ASPHALT SIDEWALK /� f .` 7. THESE SITE PLANS ME NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ME INTENDED ONLY TO OBTAIN THE 7 = MB MAILBOX / - .-� NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL UKELY BE MADE DURING SHEETING J,. P.T. GAS PROPANE TANK _ c" ' ) - / 18'MN. `7! h AS REWIRED �JJ CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE PLANS. IN EARTH TRASH RECEPTICAL IN LEDGE J� GAS LINE(TBV) p //w „ SEWER (FM) TRENCH DETAIL 9- GAS GATE VALVE(TBV) h, i 44 J sa �b sl op /!1 411 O y // o / / v^ WER \ � #467 HIGHLAND AVENUE Q/ N,F A.Z. RELAY TR(ISP JJ _ ENVIRONMENT CNE.PUMP NM 2. LOT 17 �`fv STATRCN(3ZE0 FOR X01 ASS LINES 8UIID[NC NCVE oELEC-RICALOc \ \ �J -PRPPOSEP SEWER SERVICE. y FORCE ARAN TO BE- iINSTALLED WITHIN HIGHLAND AVENUE RIGHT,OF-WAY.. WITHIN SIDEWALK AREA. EPAIR PAIL / o rc• /�I '\ EXCAVATSIOEWION. LLOWANC TRENCH e� } \ \ / // � l� t � �ry V #11 WYMAN STREET �1 A'/F DAVID DfLfS MAP Z. LOT 1776 f0 •�%Y E U) , ,� y ii PLANNING B0,1�RD 064 P PFS �V _D O r M' --" I / Oi64Gh44c SITF_ PLANLO cl I oon n„"In�rcF nmm"rn�n � SII �� ��, � SNOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY L0 AOp \` f #9 WYMAN STREET LAND OWNERS UNKNOWN `N F 1. W \ Sl NAP 2. LOT 1F p\ S Q �'� #471 HIGHLAND AVENUE %� p� SCO ITIAN ym N NALONE FENCE CO.. INC. PATR WICZ 0 Z NAP 2, LOT 12 / \\ S'"= j l U CIVIL 0. 3656 � NO. DATE DESCRIPTION O C7 /STEP / \ , F i FS 10NA'�_=NV\ S1 TE PLAN UTILITIES z for Z \ , \_` _ W \ MOST CORPORATION CORPORATE OFFICES y N/ WYMAN AVENUE #469 Highland Avenue N/F NALON4. . FENCE CO.. INC. N.4P 2. LOT 13 �... \\ CU / Salem, Massachusetts W Date: April 16, 2006 PLDE�'05-25 Scale: 1' = 10' Sheet 3 of 5 U Land Owner: MOST RE, LLC LU LU c/o Mr. Pavel Menn, B Maverick Court, Marblehead, MA 01945 p - PATROWICZ LAND DEVELOPMENT ENGINEERING 0- -*nr 14 Brown Street, Salem. MA 01970 (978 836-6400 Z Q TFII 3 PLAN T I,/i S BEE'N REDUCED �'�2�OM THE ORIGINAL. THE SCALL; CAMP 11 HS PLAN IS: al i ry, LEMGEIVO ` r,° t �!lrf1,, l/ 24'010.COVER CNTrTITl lr T AT NOTES T GRAPHIC SCALE a� + /;I r y ;,1/' To BE LETTERED ORaN '' -. -- <ADE LAX lel lO 1 E S WI1N 3'LETTERS FINISHED GRADE _ -- DEMOUTION 1 CATCH BASIN /r zn dAII 11' II - \ %o iii MORTAR CAP / /] ALL DEMOLITION OF STRUCTURES,UTILITY ONES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS 1 "'.r'1/Il.,�/, , ! MORTAR CAP 3-5 COURSES / I• ( resr) �/ 'r� MORTARED BRICKS DRAINAGE MANHOLE Qr // // /f r1 - 3-5 COURSES THESE PLANS DO NOT SHOW ALL UTILITY LINES(AND UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE \ / 1 Inch= SO ft MORTARED BRICKS If NOTES - r{ /f„T' _ 24' 1 FRAME AND GRATE TO ABOVE GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THESE SITE PLANS ARE f/ FF yy 1/ '8 24• OPENING APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION AVAILABLE TO PLDE A7 THE TIME OF THE PREPARATION OF THESE SHE DRAIN PIPE /f b/,4 yrx 1 - o OPQHNG NOTES: J21" (SQUARE) BE LE BARON LF246 PLANS. PRIOR TO ANY SITE WORK THE SITE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITY LINES ADJUSTMENTS TO THE ,y i ry 8 z (FOUR FLANGE)TBV TO BE YII21Flm BY THE SITE /y / = 1.FRAME AND COVER TO 5MIN.--f2.CATCH A51N HOOD TOSITE PLAN(IF REWIRED)SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS DF UTILITIES. CONTRACTOR PRIOR TO ' ! E.,.V, _ BE LE BARON LA 246 BE LE BARON L202 FOR PUDE ASSUMES NO RESPONSIBILITY(Oft UABIUTY)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES DURING OR FOLLOWING SITE CONS7RUCRON FOR LOCATION, < 2.PPE OPENINGS TO BER 1 r bl n 12•AND 15'DIA PIPED(CAVATION/CONSTRUCTION. , � f PRECAST IN RISER SECTION.SIZE,RIM AND INVERT ELEVATIONS '4f7i 3.SET FRAME IN FULLBED 3.SET FRAME IN FULL BED 48"f 1"DIA. OF MORTAR.BRICKS TBR TO BE REMOVED f / - OF MORTAR.BRICKS 48•f1"DIA. (3-5 COURSES)MAY BE (3-5 COURSES)MAY BE PROPOSED SITE U71LIT1ES 7R TO REMAIN 5i,%/, > JJ.?� '_ w USED FOR GRADE is w USED FOR GRADE .} t = ADJUSTMENTS. 12 F 1 ADJUSTMENTS. _ _ a-, STEPS ¢ V' r 4.MORTAR ALL JOINTS THE FOLLOWING NOTES PETITION TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY flR HANDICAP RAMP F 14.MORTAR ALL JOINTS <ru 5.PROVIDE'V'OPENINGS > rn S.PROVIDE VOPENINGS OTHERS ANO SHALL BE CONSTRUCTED PER THE MOST RECENT BUILDING CODES. (MAX,SLOPE-5.0%). - FOR PIPES WITH 2' CONSTRUCT PER ABB SPECS p v ,� - 18 y 5'MIN. •2"0. FOR PIPES WITH 2'I / /! - rc W HOOD 'DRAIN CLEARANCE OUTSIDE CONSTRUCTION METHODS,INSTALLATIONS AND MATERIALS OF ALL UTILITY LINES SHALL CONFORM TO 114E MOST RECENT BUILDING _ //'•! I�1 < Ej CLEARANCE OUTSIDE rc> OF PIPE VCC VERTICAL GRANITE CURBING !!y',.-//-r^ > vl< OF PIPE. 1•CLEAR WPE CODES,MASS HIGHWAY DEPT.SPECIFICATIONS AND CITY(TOWN)DPW,ENGINEERING.WATER AND SEWER DEPT.REGULATIONS AND ,( > 6.PROVIDE MIN.0.12 S0. CC CONCRETE CURBING `old / - 1"CLEAR 5.PROVIDE MIN.0.12 SQ. SPECIFICATIONS. FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTILITY LINES ARE SUBJECT TO THE APPROVAL BCC BITUMINOUS CURBING / / !/ f , - (`• IN.STEEL PER FOOT Z IN.STEEL PER F00T FROM THE�•(TOWN). " SEE NOTE 7 (VERTICAL)AND PLACE EC EDGE OF PAVEMENT(NO CURBING) S• QQ V' l!': J - - (VERTICAL)AND PLACE s g PER AASITO M198. SCE SLOPED GRANITE EDGING f (' , PER AASHTO M199. N L '�•' r 7 7.CONSTRUCTION MATERIAL PRIOR TO WORKING INSIDE THE ROAD RIGHT OF WAY,THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SLAC`: ELECTRIC LINE(TBV) )) ,$ d. I 7.CONSTRUCTION MATERIAL 7.fp 1 rff / 5'MIN. FOR STRUCTURE TG WORK. THE SITE CONTRACTOR SHALL CONTACT DIG-SAFE O I-888-344-7233 AND/OR THE RESPECTIVE UTILITY COMPANY PRIOR T CATV{t21--CABLE TINEN90N UNE(IBV) „ � ; ro' - TABLE CONSIS OF COMIC.BLOCK ' CONSIST OF COMIC.BLOCK COMMENCING ANY UTILITY OR EXCAVATION WORK. 'x WATER UNE(IBV) ( 6y / C AT 2/3 SET IN MORTAR OR PRECAST SET IN MORTAR OR PRECAST �c W WATER GATE(TBV) r� ` // / n N PPE COMIC.WITH A 28 DAY COMIC.MTM A 28 DAY THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE HYDRANT _iV\ ,f'i f �}) r I, n / rR DIA. COMPRESSIVE STRENGTH STRUCTURE COMPRESSIVE STRENGTH S MANHOLES,TANKS PUMPS,RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. W M OF 4000 PSI. SEVER LINE(TBV) /S•• r'(/f+, / i OF 4000 S.F q 1 1 r 1 o ix i EIA.PIPE I _ 8.1-#3 BAR AROUND 5 MINa DOMESTIC WATER SERVICE THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO i• ) O �' -yn OPENINGS FOR PIPES CONSTRUCTION. ANY WATER UNE CONSTRUCTION SHALL COMPLY WITH THE CITY(TOWN)DPW,WATER DEPT.AND ENGINEERING DEPT. J (y'I I + r 18'DIA.AND OVER,1' _ _ ! SEWER MANHOLE STRUCTURE `. \` 1 I �+ _ / COVER. _ •- III SPECIFICATIONS. MINIMUM EARTH COVER OVER PIPES IS 5-FEET. aYornl OVERHEAD WIRE / )�tEg., Y' srn 9 STEPS:COPOLYMER REINFORCED IYPROPYLENE - -III-III1=1 FlR PRO RW WATER PVI • THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN PRIOR TO CONSTRUCTION. AN I J k 4 - 5''MIN. WATER CONSTRUCTION SHALL COMPLY NTH CITY TOWN FIRE DEPT.,WATER DEPT.,AND ENGINEERING DEPT.SPECIFICATIONS, FINAL EXISTING UTILITY POLE NTH 7 / / .1y r H I` CEMENT CONCRETE PER ASTM LE BARON L (TOWN)ury i r 1 II r - FIRM STABLE 3/4•CRUSHED STONE,B'MIN.DEPTH, LOCATION OF HYDRANTS OR M7HOUT STREET LIGHT `. / ro )'� CUSS'A' - 140.L115. (OR PIV VALVES)SHALL 8E SPECIFIED BY THE CITY(TOWN)WATER DEPT. MINIMUM EARTH COVER OVER .,.`�Y '/ �y , , , ',. SUBBASE MDPW MEEK PIPES IS 5-FEET. i'i/ PER GEOTECHNICAL ENGINEER SPECIFICATIONS FIFE FINISHED FLOOR ELEVATION "Tf�FETE FINISHED BASEMENT ELEVATION E' O t�� _ -i I_ -- = -I GAS c RVITHE CONTRACTOR SHALL LOCATE THE EXISTING GAS UNE PRIOR TO ANY CONSTRUCTION.FINAL LOCATION,SIZE,DEPTH; - - PRE-CAST CATCH BASIN DETAIL AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY,100 COMMERCIAL STREET,MAL.DEN.MA 02148,CONTACT: l f }r ✓ a{4 r COLLEEN LOVE(617)723-5512 EXT.6334. EXISTING)REE � / / , , N �FIRM STABLE 3/4'CRUSHED STONE,8'MIN.DEPTH, - e , SUBBASE MDPW M2.01.2 PAINTED'NO PARKING AREA 51 y r ' ;, //y� t / PER GEOTECHNICAL ENGINEER SPECIFICATIONS $EWAG`DISPOSAL SYSTEIM: INSTALL A NEW SEWER LINE AS SHOWN ON THESE SITE PUNS. GRAVITY SEWER LINES 94ALL BE 4' SPOT GRADES PER ACTUAL C 77 / / 4 'G. ,}'= MINIMUM DIAMETER PVC SDR-35 WITH A MINIMUM SLOPE OF 20R(SELF-CLEANING VELOCITY)UNLESS OTHERWISE NOTED. ON-THE-CROUNDSURVEY (\ , i , -- 1�''' '.�- f ' PRE-CAST DRAINAGE MANHOLE DETAIL F.� P� INSTALL TWO DRAIN MANHOLES NEW SEWER PUMP STATION STRUCTURES SHALL BE INSTALLED ON STABLE EARTH(AND/qt SOLID FOUNDATION)PER SPECIFICATIONS TEMPORARY BENCHMARKS FOR q' / n' f /`t •/ 24'DIAMETER MIN.(SHOWN ON PLAN) OF THE GEOTECHNICAL ENGINEER. SEWER STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE VERTICAL SURVEY CONTROL ' o / .. _ (DESIGNED FOR H-20 LOADING) MATERIAL(WITHOUT A PROPER FOUNDATION AND/OR PILES)SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF EXISTING CONTOURS OF '� y ��, r / `y /ll / / ,1 i ( 4 i 'r '/ CONCRETE AND/OR BRICK RISERS THE SITE CONTRACTOR TO REPAIR OR REPLACE. :.• EQUAL ELEVATION 9 / ' l`�.' i ' '1 -r" MORTAR IN PLACE /' Y r�' - /!-- 8, STORM DRAINAGE SYSTEM: INSTALL NEW CATCH BASINS,DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN -i ACCORDANCE NTH CITY(TOWN)SPECIFICATIONS DRAINAGE PIPES SHALL BE 12-INCH MINIMUM DIAMETER PVC SDR 35 UNLESS -ur- ��IYER LATERAL(PRESSURE UNE FROM HOUSE) O ° (� ''' f/ F /1 r +, i• - .I / -L OTHERWISE NOTED. �~/ 1' PROPOSED PAVEMENT NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH AND OR A SOLID FOUNDATION AS --r✓- COMMON FORCE MAIN SEWER(TBV) V] /L, r / ' f '. �' E N f + _ DMH RMI-APPROX. AND SUBGUDE ( ! lr_ '_' PIPE COVER-16'i- COMPACT FOR H-20 SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLO'AED TO SETTLE. TRANSFORMER AREA INCLUDES TELEPHONE f 1 / .\- l _ i '><' a' \ \ ,,\ STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITHOUT THE PROPER FOUNDATION/PILE)STALL BE DEEMED UNACCEPTABLE AND 19 GRANITE BOUND SET :• ' s aj( /'�_/ '? "\11 i )•\ �' +�` ) \ \� / �\/�\ \��\ \/�\/, �\����\/�\� SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REFUGE. A.C. AH CONDITIONER(ON CONCRETE PAD) "5 1 /-:S D 4 �.r LEACHING CHAMBER --- --- W.STEPS WOODEN STEPS i O f f 3' •N \ _ / �` THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR 70 THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES THE C.STIEPS CONCRETE STEPS - "4 ,� _" r .' r ; ?; V _ TO EEV= '\\� ���j H-20 LOADING ������• SITE CONTRACTOR SHALL CLEAN AND REPAIR(IF REQUIRED)EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS GONG. CONCRETE SIDEWALK �o ' C r T �I� _ I\ , OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED ASPH. ASPHALT SIDEWALK °'R' f ( i.�. \ OO OO OO OO QO © OO OO OO OO OO _. o MB MAILBOX �J tf,/ (f( ''C /r 1' ��� A' TOP OF PIPE ELEV- FOLLOWING COMPLEIIW OF SITE WORK. P.T. GAS PROPANE TANK j i` -� -�d - TYPE'A'DRAM PIPE N f e _ r SEE TRENCH DETAIL UO O O O O O O O O O O - FI FrTRlry aaVIQF- FINAL LOCATION,SIZE.DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS #467 HIGHLAND AVENUE ( ) I ( ) _ INV ELEV- O O O O O O O O O ELECTRIC COMPANY,170 MEDFORD STREET,MALDEN,MA 02148-7394.CONTACT. DAN CAMERON 781 388-5387. O TRASH RECEPTICAL '.>uP I\ °d /};-. ZPI -," - a _ A'/F AZ TRELATY TRUST O O O O O 0 f 1' .1'"A� 1 YAP 2.�,IOT H LEACHING CHAMBER -- a n > -I� �- ', TI TELFPHGVE SFRMCE: FINAL LOCATION,SIZE,DEPTH AND TWE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC,459 MAIN e. --"- GAS LINE T8 I „e BOTTOM i- 12• `�` '1 STREET,SAUWS MA 01902,CONTACT: DINO MBERGAMO(517)381-6403. GAS GATEVALVE(TBV) O /.QL ' T `1 1 " " „ + - FIRE ALARM: FINAL LOCATION.SZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS y €/.'„�� � � `\ STONE BED _ __ _ ISI II III PARKING LOT PAVEMENT BOTTOM - - _'I - - '\ oM _ ' - / i ,4 \'. `t \ � \ "• - I CRUSHED STONE 2'DIAM. =�-T SII JI I-�T.� IT�I -1- - AVIV EXISTING PAVEMENT SHALL BE REMOVED FROM SIE THE PROPOSED PAVEMENT CROSS SECTION FOR THE PARKING LOT AND 9 (t 't \ • LLE Y LEACIiIN6 BED FOR INFILTRATION _1z -17,1 DRIVEWAYSSHALLCONSIST OF 1.5-INCH(MINIMUM,)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE,2.5-INCHES(MINIMUM) SURROUNDED IN R IN FABRIC I_ -L rII- / 7I Y V "\ • L _ -MIRAFl FABRIC -T.II FTII II - I .7 BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE.12-INCHES OF ROAD GRAVEL(DENSELY GRADED GRAVEL: MMD M7.03,0 TYPE C. SEASONAL HIGH I ILf' T ( ) SHEA MODEL -FDS H 20 PRECAST LEACHING CHAMBER- (NO STONES OVER 2-INCHES DIAMETER)COMPACTED TO 95X DESIGNED TO ETCH 370RNWATER RUNOFF AND ALLOW FOR PARKING LOT CURBING INFILTRATION INTO THE GROUND TO RECHARGE THE GROUNDWATER THE CURBING WITHIN THE PARKING LOT SHALL BE EITHER SLOPED GRANITE EDGING(SGO,VERTICAL GRANITE CURBING(VGC)AS /E r -., N � 'C�i t F. g 1\ AND REDUCE RUNOFF FROM THE PROPERTY 7 SPECIFIED ON THE SITE PUN. ANY CURBING INSTALLED NTI41N THE CITY(TOWN)RIGHT OF WAYS SMALL 8E VGC AND MATCH THE Z\\E \ ,; �t\ .•I SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY(TOWN)DPW AND ENGINEERING DEPT.REQUIREMENTS WHEN IJ MATCHING THE NEW CURBING TO THE EXISTING CURBING•THE JOINT SHALL BE FLUSH(AND ON LINE AND GRADE). SITE CONTRACTCF �1I /� `1 d/ ' ; •M" r /f y,/ F d- / LEACHING CHAMBER DETAILAII I/�u•nu^IR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS REWIRED. o R \ �+ -' FROM BUILDING PER ARCHITECT. � r i !-0y � / ��• �� �� � NEW SIDEWALKS SHALL BE CONSTRUCTED AS SHOWN ON THIS SITE PLAN. THE SIDEWALK SHALL BE SLOPED PER THE GRADING PLAN / NTH A MAXIMUM CROSS SLOPE OF 1X E10SRN • , 11B.3f � �' a, ,Q'/ � THE CROS BECTON FOR NEW CONCRETE SIDEWALK SHALL CONSIST OF 4'THICK FORMED(POURED IN PUCE)PORTLAND CONCRETE CEMENT NTH 6•x 6•WWM. THE SUBBASE SHALL BE 10'DENSELY GRADED GRAVEL(MHO M1.03.0 TWE C.(NO STONES OVER \\ 2-INCHES COMPACTED-TO PLA PUCE JOINT FINS AT INTERFACE NTH BUILDING AND INTERFACE WITH CURBING. PLACE A SCORE UNE 5-FEET ON CENTER. PUCE EXPANSION JOINTS NTH JOINT FILLER EVERY 30-FEET ON CENTER. MATO H NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP.SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. a ' c r HANDICAP RAMPS SH _ - HANDICAP RAMPS ALL BE INSTALLED PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS. ' `4' -- "' ,•„ t` \ - ' / r STALL E A MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE CONSTRUCTED EE (V:H). SPECIAL _ ;�, y �'��/;Jy -' !"✓ P :: � -�v5 ��/ ' r � ATTENTION TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS IF RAMPS ARE NOT CONSIRUCIED MEETING ABB REQUIREMENTS,THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REINSTALL M CONCRETE PADS c THE FOLLOWING SPECIFICATION APPLIES TO THE COMPACTOR PADS,DUMPSTER PADS,AC PADS,GENERATOR PADS,ETC.(IF ANY ARE 0 e7�, �� g /f/ r �{ REWIRED). SIZE AND LOCATION IS SHOWN ON THESE SITE PLANS. WHERE CONCRETE PAD ABUTS ASPHALT.THE CONCRETE PAD i i' 119 7' '' z _ i\ .,._ \ SURFACE SHALL BE FLUSH NTH THE ASPHALT WITH NO BUMP OR DIP. THE CONCRETE PAD SHALL BE 6-INCH THICK FORMED d r /// 5'• /� a a �• (POURED IN PLACE)PORTLAND CONCRETE CEMENT NTH 4•x4'WWM. THE SUB BASE SHALL BE 12-INCHES DENSELY GRADED GRAVEL 44- '�1� (M1.03.0 TYPE B,NO STONES OVER 3-INCHES),COMPACTED TO 98%. 0 � � ` �\_ � _ PARKING STttIPING p f , �\ � \\ "! THE SIZE FOR A STANDARD PARKING SPACE 15 8-FEET NDE x 19-FEET LONG PER CITY OF SALEM SPECIFICATIONS(OR AS SHOWN \ ON THESE SITE PUNS). THE SIZE OF A HANDICAP SPACE SHALL BE PER ARCHITECTURAL BARRIER BOARD SPECIFICATIONS 8-FEET x 18-FEET NTH A FOUR FOOT STRIP NEXT TO THE SPACE DESIGNATED NO PARKING. Ii- ALL STRIPING SHALL BE 4-INCH REFLECTORIZED WHITE PAINT. / -'�-� .� � / I - ," a 1f `�^1'JMAN STREET ,�a"• � 'c* ,. �'� ��'" :'� �' `�.� � w%F DAvrD DrLrsro '' NAP 2, LOT 17 A HANDICAP SIGN(R7-8)SHALL BE MOUNTED ON A METAL POST PER MASS.HIGHWAY DEPT.SPECIFICATIONS FOR EACH HANDICAP SPACE Al -..tee*, RIP RAP RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED N1(H:V). RIP RAP SHALL BE PER MHD M2.02.2(DUMPED RIP RAP). STONES J, �\ \\ /� ?f _ ___ x // ` -I� f ) SHALL NOT NEIGH MORE THAN 4DO-LBS EACH. RIP RAP SHALL BE PLACED ON A 5-INCH CRUSHED STONE BED(MHD M2.01.4)ON C I C //� I j� ( \ \ :: a, �- �� I , LOP OF MIRAFl FABRIC(14014 OR EWIVALEN7),ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL \ i Q Abd \ __ � 1 \° / i STRUCTURAL FILL UNDER BUILDING a(f ! \ _; -\ ?ag \\tt'' /! - ,� - - / \ - 4 ` r' f /I SHALL BE SPECIFIED BY OTHERS(NAMELY A REGISTERED STRUCTURAL AND/OR GEOTECHNICAL ENGINEER ENGINEER). PUDE ASSUMES - ,;�' NO RESPONSBILTY FOR MATERIALS OR CONSTRUCTION UNDERNEATH HE BUILDING AND/OR FOUNDATION. /I rqR ,M I ! S]RUCTURAL FILL UNDER PARKING (PAVED AREAS) SHALL BE MHD M2.01.7(DENSE GRADED CRUSHED STONE FOR SUB-BASE)AND COMPACTED IN 6-INCH UFTS TO 95X PRIOR TO ,'3,`; Y CK \\� • ;�. �� r' / �p �� ) 1 I i INSTALLATION OF THIS STRUCTLIAL FILL UNDER PARKING,ALL UNSUITABLE MATERIAL SHALL BE REMOVED,AND A GEOT]LTILE FABRIC 1O+ I j I i SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. ALL STRUCTURAL FILL SHALL BE PLACED UNDER 111E DIRECT \ \� • \ /........... / �\ / � ' I' I i / I SUPERVISION OF A GEOTECHNICAL ENGINEER. O /I \` \ \ ( / 5=� r / ^, l I I III CRUSHED STONE / �P,.•"•'> \.�p'vy�., r� p ' jl/ 1 SHALL BE USED IN AREAS SHOWN ON THIS GRADING h DRAINAGE SITE PLAN(UNDER THE SUBBASE OF THE PARKING LOT,PER THE �� W18Ft •"�' \SC \\ L `_JI /� /4 % "- l i �' / �d I DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER). CRUSHED STONE SHALL BE MHD M201.1. 'F ,,G•O / o,,..m.r�.„�.a.a««.o,,,m..ao e�ema..mm I \ \\r L0 �y \ ?b / q:. / 9 / i I Ir / / PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY i ty rpii \ ,f ' '� /^ I / #9 WYMAN STRE W 'Xd /P Y// •� \ `\J I i a LAND OWNERS UNI.N c, 1 Q, NAP 2. LOT r,: S 'v #471 HIGHLAND AVENUE �" `L_„� I; COTT IA �yG Z ,+,g, PIF MALONE FENCE CO., INC. '_'h \ �\ ' �! ^ •/ / Q r TROWIC N � �p W/'� t""L v A ;" �� l`�1 p / ' l / r 1 ! CIVIL 1.�' ��� �r �� ,eon_ 'f ; M / % --r J � _ III �- R \ \ , y J '9 0-336$6 rn NO. DA TE DESCRfPTYON T_ APPR,3 VERAJ '\\ I t ; �/ ,,N� -NG S1 TE PLAN ---------------- ------------ GRADING STT ::I \ GE Z _ 4 & DRAINA z .a LAIC MOST CORPORATION W CORPORATE OFFICES a <�`✓ #3 WYMMAN AVENUE :v ; r- ' �� N/F MALONE FENCE CO.. 7NC. li '- -- -= ';, r #469 Highland Avenue I d,. NAP 2. LOT 13 `, ' CIO � � �'�---- � ' , Salem, Massachusetts s -- ! /�' Date: April 18, 2006 I ///J --• / ,% / ,� ;� PLDE/H05-25 Scale_ 1' 10' Sheet 4 of 5 i ;' Land Owner: MOST REP LLC W • '" c/o Mr. Pavel Mean, 8 Maverick Court, Marblehead, MA 01945 o / PATROWICZ LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 Z (97B) 036-6400 Q J o TF11,(M P1,AN I1A�� r,r:;lir a^'i,'HF1;� PLA-IVIS: LEGEND GENERAL NOTES GRAPHIC SCALE 40 o r {{r'li%; ypo 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 2OT 10 PRESENTLY PRTHERE ARE NO BUILDINGS ON-SITE. 1 CATCH BASIN +o ,L 2. LOCUS EXISTS ENTIRELY WITHIN A BUSINESS(B-2)ZONING DISTRICT AND AN ENTRANCE CORRIDOR OVEREAT ZONING !Q �/ DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REDUIREMENTS: •/ /'ll1 y \ 1 DRAINAGE MANHOLE ( IN FEEQP) !yAff Q�- t 1 inch= 10 tL `' / (� MINIMUM LOT AREA 12,OOD SQUARE FEETGRAIN PIPE 4� - - j MINIMUM LOT WIDTH 100 FEET ! / yy` l j� MAXIMUM LOT COVERAGE(ALL BUILDINGS)=25 PERCENT TBV TO BE VERIFIED BY THE SITE / , W,Ay, �./f" MINIMUM DEPTH OF FRONT YARD-30 FEET /G WIDTHCONTRACTOR PRIOR TO ! /1 *' F �/ '/ CONSTRUCTION FOR LOCATION, I / _ MINIMUM DTH OF SIDE YARD 10 FEET SIZE,RIM AND INVERT ELEVATIONS ! ` F� ,� !f�/n r MINIMUN DEPTH OF REAR YARD-30 FEET MAXIMUM HEIGHT OF BUILDINGS-30 FEET TBR TO BE REMOVID MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS=10 FEET /f / PARKING DIMENSIONS FOR ANGLED SPACES: 9'WIDE x 19'LONG 17'PAVED+2'LANDSCAPING ] TR TO REMAIN \m\\\\\Y ' / �S' r ( ) .' \\\\U PARKING DIMENSIONS FOR PARALLEL SPACES: 9'WIDE x 22'LONG(20'PAVED+2'LANDSCAPING) ,N R HANDICAP RAMP j +,'r II ffyT /f, PARKING AISLE IONS F 24 FEET / (MAX.SLOPE-B.ABB // �./ CONSTRUCT PER ABB SPECS /f/!✓ r PARKING SETBACK FROM PROPERTY UNE(RIGHT OF WAY)=5 FEET �` PARKING SETBACK FROM PROPERTY LINE(OTHER PROPERTY LINES)=2 FEET // VCC VERTICAL GRANITE CURBING CC CONCRETE CURSINGCLRBIN //'//+ -,.{�-'/ - 3. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORPORATION, BCC BITUMINOUS CI.RBNG � � +`r f EDP EDGE OF PAVEMENT(NO CURBING) 'S•` Y " 1 MARCH,2006. SGE SLOPED GRANFE EDGING i' """"`UUU"' {'.!(' sTuc)--ELECTRIC LINE(TRV) ��r, 4. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 SURVEYED FROM A PERMANENT BENCHMARK FOR -tArv(r )-CABLE TELEVISION LINE(TBV) ��// /�✓ Y 'Ji N - ! �. VERTICAL CONTROL SHOWN(NOT SHOWN ON THIS PLAN). _ k r r-WATER U ( NE TSI ! ' � ' (r�� sc• WATER SATE(TBV) ,�. /"/,'' t f +A ' .A IIl• ; HYDRANT A 1 r f, A \ ya>,'� TEMPORARY BENCHMARKS SHOWN ON THIS PLAN ARE BASED ON NGVD OF 1929 AND HAVE BEEN SURVEYED ON THE STE =rs-SEWER LINE(73V) VVV fes' y % rr BASED ON THE PERMANENT BENCHMARK REFERENCED IN THIS NOTE AS FOLLOWS: ® Uf 4 /• \ O TBM/1: ELEVATION-119.96 MN SET / SEWER T MANHOLE STRUCTURE BM#2ELEVATION-132.06 DH SET ETT . oxrl....OVERHEAD WIRE /1� i I y!1 ( tl.. S, ; TRIM#3! ELEVATION-119.22 IN SET cp ,y EXISTING UTILITY POLE WITH i, ,J .'.."`• T / f' (I yr' // j, 5. THIS PLAN DOES NOT SHOW ALL UTILITY LINES(ANO/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS / OR NITIHOUT STREET LIGHT / �•I�i w PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTY LINES FEE FNSHED FLOOR ELEVATION O „✓. //1/ f ' - t`, ' r ' SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF FBE FINSHED BASEMENT ELEVATION / '/ f ;l/- Hill j it THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK,THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY Ip • x o - / °, LOCATIONS OF ALL UTIUT"LINES ON THE STE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. �b EXISTING TREE - ( f z.* ) .I PRIOR TO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY(AND/DR DETERMINE)ALL INVERTS AND ELEVATIONS OF PAINTED'NO PARKING'AREA T / / , } > 7 / -/ PIPES(THAT ARE CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. l,k SPT GRADES PER ACTUAL f ADJUSTMENTS TC THIS PLAN(IF REOUIREO)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN AUTHORIZATION)AFTER A ;,' / ��' ( ' ON-THE-GROUNDOSURVEY `� �. /' ' / ! NOTIFICATION FROM THE SITE CONTRACTOR BASIS)ON ACTUAL FIELD LOCATIONS OF UTILITIES. PLDE IS NOT RESPONSIBLE ff ' '( (OR LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD CHANCES PLDE 19 ALSO NOT RESPONSIBLE(OR LIABLE) TEMPORARY BENCHMARKS FOR J k , f�/ i rr 7' / {/r FOR ANY BROKEN(OR DAMAGED)UTILITY LINES BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. ' /// TBMA7 VERTICAL SURVEY CONTROL EXISTING CONTOURS OF �d •'/i' 4 , l- T +i {- 6. ANY AND ALL CONSTRUCTION METHODS,MATERIALS ANO INSTALLATIONS/DEMOLITIONS SHALL COMPLY WITH ALL LOCAL Z6 EQUAL ELEVATION `^y 'I;% / f - ', I r n-, r t ♦,j- /./` AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE),LOCAL DPW/ENGINEERING DEPT. J y/// —rsr— SEWER LATERAL(PRESSURE UNE FROM HOUSE) O I. a i V \\ f , F SPECIFICATIONS AND CONDITIONS MASS.HIGHWAY DEPT.SPECIFICATIONS,AND GOOD ENGINEERING/CONSTRUCTION PRACTICES (Tey) ' + !r a + {" �W I- + I -- FOR SOUD/PERNANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE 41 , 1/ 1 ' i q r , , `i I 4_"# 1 �/ RESPONSBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE /// —r✓— COMMON FORCE MAIN SEWER(TBV) 4! 'r f�' /) % , , ; ; d CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND / A TRANSFORMER AREA INCLUDES TELEPHONE ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE f7 GRANITE BOUND SET RESPONSIBILITY OF THE SITE CONTRACTOR AND/GR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN A.C. AIR CONDITIONER(ON CONCRETE PAD) j ^} ( 1. y� ,y (,\I I,. ^ _ \ ` \. `��( ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOWN/MUNICIPATY. WSTEPS WOODEN STEPS A( O + ( ✓ 4 t �.-`s v T,,, C.STEPS CONCRETE STEMS ,�'i - 7 /� , "r•- E 11 \ ,\ ` `1)` ,r - GONG. CONCRETE SIDEWALK r ,J 1' r c ro4 1 \ ' `\. 7. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO OBTAIN THE ASPH. ASPHALT SWEWALK :' / 1 I/ " j /- /• �,--\' ' '' - •F� NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPALITY. FIELD DECISIONS WILL UKa-Y BE MADE DURING P.BT. GAS PROPANE TANK -_ it y -�3' $ ,t \,,-�Y, -`:I+ •`\ CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH MS. ALL SUPERSEDE THESE SITE PLAN .44 OTRASH RECEPTICAL °'.rr ♦ "i $� } I/ �`\\ .. i 4, \. , a� 1 IC♦ <r -- GAS LINE(TBV) O /, a•¢ GAS GATE VALVE(TBV) 411 T I`�O//✓ \9y '\ 1 \\ #467 HIGHLAND: AVENUE .F A.L. R 'RUST MAP z. LOT 11 TB I O a P0. h �g e �"� Nwas-- ------ _ --` -_----_ \� '` �•\ \% /i+l,�f'���T - r - --- ------------- ------ �/ �y FA _ +. P ; - ---- - _` °_ \ #11 A3MAN STREET * NSF DAVID DILLSIO ( NAP S. EAT 17 41 0 U) *Wl qRD LLL 1Y �` � • 1 \ i .^a° g� \\/� \ s 1 "�. �, i i� ♦ / -- -------------- -sd ~ T° I!i / r. � .tai' q' •� e t'' .� �*S a +` / ' i i i O f 0 4 � �\ \L Ile .�\ r" ``',"��' d /atm- PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY 0 ,+ \ ° `. �S --1 I ; 1 #9 WYMAN STREET . � �\ f , I 1 I r', LAND OWNERS(7NENOW 1 wT i' .�� .• 6g sI' � F `\ /[yam ad MAP 2. LOT/6 > ;; R�, 'olw - _ �4 > ; ; / / OF #471 HIGHLAND AVENUE \__ �-\ Q #-0 ,FTBM#3 N/F MALONE FENCE CO., fNC. \ \ i �� p� f ' / / / •° �y qC1 / SCOTT iA tiG Q MAP 2. LOT 12 �_-` PATROWI Z N w J \`�� 1O�- / I` r, / , m N0. DATE DESCRIPTION 'I, CIVIL ` ' - -------- _ / \ 33656 � - ---------' \ \\ I,/ ; Q n "^T d --,_ _. \\> 9, SITE PLAN 9 STE "It NA --------- EXISTING C NDITIONS z for W - MOST CORPORATION _ ; `, CORPORATE OFFICES a As LAYMAN AVENUE ; :d #469 Highland Avenue Nip MAP 2E LOT 13 CO.. IVIG ''' I ``.,.,.,� 9, ,� � --j. I ! , Salem, Massachusetts U) .` 4z f1 Date: April 18, 2006 !' ,% PLDE#05-25, Scale: 1' - 10' Sheet 5 of 5 HLand Owner: MOST RE, LLC U W ' ;�+, � ;�.�' c/o Mr. Pavel Menn, B Maverick Court, Marblehead, MA 01945 W PATROWICZ Of LAND DEVELOPMENT ENGINEERING r.r 14 Brown Street, Salem. MA 01970 (978) 636-6400 Z Q THUS PIAN I[AS BEEN o REDM ED FROM THE ORIGI '. 7HL: SC:A U'd, OF 'PILLS PLf IS: 1 " " ' _ LEGEND GRAPHIC SCALE / CATCH BASIN / DRAINAGE MANHOLE ( F'E 1 inch = 10 to it Slq y1 l DRAIN PIPE ex DO TBV TO BE VERIFIED BY THE SITE CONTRACTOR PRIOR TO CONSTRUCTION FOR LOCATION, SIZE,RIM AND INVERT ELEVATIONS TBR TO BE REMOVED / J TR TO REMAIN (,�7����HANDICAP RAMP /I h'I HANDISLOPE-&Wi), 1 it IIl /r�.�J CONSTRUCT PER ADB SPECS / ! r LA YN N I N/� B;1`� VGC VERTICAL GRANITE CURBING \ (d/�/ �Y CCCONCRETE CURBING V BCC BITUMINOUS CURBING EDP EDGE OF PAVENIENT(NO CURBING) ! SGE SLOPED GRANITE EDGING ELECTRIC LINE(TBV) �.rvlwl-..CABLE TELEVISION LINE(TBV) APPROVE,' -- -WATER UNE(TBV) WATER GATE(TBV) � HYDRANT PLAN 1 7 SEWER LINE(MV) SITE PL L>♦ • SENOR MANHOLE STRUCTURE ///___\\\ '� aoHrl... OVERHEAD WIRE 1 �/ EXISTING UTILITY POLE WTH `P � OR WITHOUT STREET UGHT FIFE FINISHED FLOOR ELEVATION O F13E FINISHED BASEMENT ELEVATION E' EXISTING TREE , =PAINTED NO PARKING"AREA 51 ! Q? { SPOT GRADES PER ACTUAL ;i `•/i o'D ON-TME-GROUND SURVEY TEMPORARY BENCHMARKS FOR VERTICAL SURVEY CONTROL ` EXISTING CONTOURS OF EQUAL ELEVATION ----tnr-- SEWER LATERAL(PRESSURE UNE FROM HOUSE) O /! __ rr COMMON FORCE MAIN SEVER(TBV) lll��� TRANSFORMER AREA INCLUDES TELEPHONE El GRANITE BOUND SET AC. AIR CONDITIONER(ON CONCRETE PAD) , W.STEPS WOODEN STEPS O C.STEPS CONCRETE STEPS CONIC. CONCRETE SIDEWALK / ASPH. ASPHALT SIDEWALK MB MAILBOX P.T. GAS PROPANE TANK OKY) ST g1"00 TRASH RECEPTICAL -' GAS LME(TBV) 0 GAS GATE VALVE(TBV) n \ ' 3 01b #467 HIGHLAND AVENUE N;F A.Z. ROT 11 TRUST , t / OO� MAP 2 LOT 71 y�ID 4X50 em /� � �\� \ +Ci ACO INV Z4 Q ti CO o .. 3 / j #11 WYMAN STREET t. •'' - .,* N/F DAVID DILISIO d/ / YAP 2, LOT 17 6- E P \ � O � "V J 90. / f,.. v 0 r i "ANG � / Baa o #9 WYMAN STREET \ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY ` \ / 'i, s,)q 1 es 51 OI` � \ / LAND OWNERS UNKNOWN YAP 2. LOT 16 Q 13X50 #471 HIGHLAND AVENUE / �� r�%H OF Mqs^ ZN;F M MAP ION2. LOT 12CO. . INCv9C 2 8 PER FIRE SAFETY DEPT. /14 ji `'"^•.r( / p O /08 / S T QW CZ yN 1 5/23/08 ADDED MASS.HIGHWAY BASELINE m NO. DATE DESCRIPTION N .33656 rn SITE PLAN z / � "AL` LAYOUT z '� W �� / for w % MOST CORPORATION i CORPORATE OFFICES E / #3 WYMAN AVENUE at N/F MALONE FENCE CO. INC. #469 Highland Avenue 1 NAP 2. LOT 13 #/ / / P Salem, Massachusetts PLDE{'05-25 at Scale:rill l8. 1006 Sheet 3 of 5 w / Land Owner: MOST RE, LLC l / c/o Mr. Pavel Mena, B Maverick Court, Marblehead, MA 01945 L- l PATROWICZ LAND DEVELOPMENT ENGINEERING '*tLP 14 Brown Street, Salem, MA 01970 QZ (978) 836-6400 J ZONING ANALYSIS 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 2,LOT 10.PRESENTLY THERE ARE NO BUILDINGS ON-SITE SITE PLAN 2. LOCUS EXISTS ENTIRELY WITHIN A BUSINESS ZONE(B-2)AND AN ENTRANCE CORRIDOR OVERLAY DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: MINIMUM REQUIRED LOT AREA=12.000 SQUARE FEET FOR LOT AREA PROVIDED=20.03735F MINIMUM REWIRED LOT WIDTH=100 FEET LOT WIDTH PROVIDED-100 FEET(PRE-EXISTING LOT DIMENSIONS)MEASURED AT FRONT YARD SETBACK UNE) MAXIMUM LOT COVERAGE(ALL BUILDINGS)REWIRED-25 PERCENT(OF LOT AREA) PROPOSED OFFICE BUILDING FOOTPRINT-2,71135E LOT COVERAGE PROVIDED=2,711/20.037=13.6 PERCENT(OF LOT AREA) MOST CORPORATION MINIMUM REWIRED DEPTH OF FRONT YARD- 3C FEET FRONT YARD PROVIDED= 46.7 FEET(TO FOUNDATION) FRONT YARD PROVIDED- 30.2 FEET(TO SECOND FLOOR) MINIMUM REWIRED WIDTH OF SIDE YARD-10 FEET SIDE YARD PROVIDED- 19 FEET(TO FOUNDATION) SIDE YARD PROVIDED= 14 FEET(TO SECOND FLOOR) "1 MINIMUM REWIRED DEPTH OF REAR YARD=30 FEET REAR YARD PRO 0 69 FEET(TO P"■l�N'N G ���, REAR YARD PROVIDED- 35 FEET(TO SECOND BOOR) CORPORATE OFFICE _l MAXIMUM REWIRED HEIGHT OF BUILDINGS-30 FEET(MEASURED FROM THE AVERAGE FRONT GRADE) E\, 'R `K R MAXIMUM HEIGHT OF BUILDING PROVDED-VARIANCE GRANTED BY ZBA AT �1 l(T_ MAXIMUM REWIRED HEIGHT OF FENCES/BOUNDARY WALLS=10 FEET HEIGHT OF FENCE PROVIDED=6 FEET -.�f 1• Y PARKING DIME149ONS FOR ANGLED SPACES: REQUIRED-9'WIDE.19'LONG(1Y PAYED+ 2'LANDSCAPING/WALK) • 4 '1`�, PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT PARKING DIMENSIONS FOR PARALLEL SPACES: REWIRED-9'NIDE x 22'LONG(20'PAVED+ 2'LANDSCAPING) NOT APPLICABLE,NO PARALLEL SPACES ARE PROVIDED Hi PARKING AS WIDTH: REWIRED 24 FEET 69 m hi n Avenue PARKING AISLE PROVIDED-24 FEET PARKING SETBACK FROM PROPERTY UNE(RIGHT OF WAY): REQUIRED-5 FEET PARKING SETBACK PROVIDED FROM RIGHT OF WAY-5 FEET PARKING SETBACK FROM PROPERTY UNE(OTHER PROPERTY ONES): REWIRED=2 FEET PARKING SETBACK PROVIDED=2 FEET REWIRED MINIMUM WIDTH OF ENTRANCE AND EXIT DRIVES-20 FEET(FOR TWO-WAY USE) SALEM MASSE WIDTH OF ENTRANCE AND EXIT DRIVE PROVIDED- 24 FEET REQUIRED MAXIMUM MOTH OF ENTRANCE AND EXIT DRIVES-30 FEET(IN BUSINESS DISTRICTS) WOTH OF ENTRANCE AND EXIT DRIVE PROVIDED-24 FEET April 18, 2006, Revised Through: August 8, 2006 PARKING CALCULATION PARKING REQUIREMENTS FOR OFFICE USE: REQUIRED NUMBER OF PARKING SPACES-1.0 SPACES PER EACH EMPLOYEE. NUMBER OF EMPLOYEES: 30 REQUIRED NUMBER OF PARKING SPACES-30 O ❑ NUMBER OF PARKING SPACES PROVIDED=30(PARKING PROVIDED COMPLIES WITH THIS REQUIREMENT) O O � A TABLE OF CONTENTS ° a 1 . COVER SHEET Q ' o RID a ° . Q 2. LAYOUT GEOMETRY a FA / \ ❑ • 3. LANDSCAPING & CD CD MATERIALS 120 N � � CID O UTILITIES DESIGN O 0 APPROXIMATE GRAPHIC SCALE 5. GRADING DESIGN W75- ( IN ,� 6. DRAINAGE DESIGN W ❑ ��/" O O 1 INCH= APPROMUTELY 200 FEET °°° o° Q 7. EXISTING CONDITIONS 0 ���° 0 o O NOTE: THIS LOCUS PLAN WAS SCANNED FROM I O c Q THE CITY ENGINEERING DEPARTMENTS GIS DATA SURVEY \ O O BASE. THIS LOCUS PLAN IS NOT TO SCALE AND O SHALL NOT HE USED TO DETERMINE ACTUAL (0 O PROPERTY LINES, STREET LAYOUT AND/OR OQ e D �o ACTUAL BUILDING LOCATIONS. THIS LOCUS PLAN IS INTENDED FOR GRAPHIC PURPOSES ONLY TO SHOW THE PROJECT SITE IN RELATIONSHIP TO THE GENERAL NEIGHBORHOOD. LO 0 ° O El / 1 a Q o 0 NS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY O O �` JF 1AM4 5 8/08/06 COMPLIANCE REQUIREMENTS PER CITY ENGINEER > 4 13 0 OQ y�F.P 3tr,9 4 7/20/06 PER PLANNING BOARD CONDITIONS OF APPROVAL Q PROJECT TEAM. o� SC TT IAN "5-� 3 6/26/06 PER FIRE SAFETY DEPT.APPROVAL OQ PROJECT APPLICANT (LAND OWNER): P ()VVICZ 2 6/14/06 REVISED LAYOUT PLANNING BOARD APPROVED 6/15/06 Z MOST RE, LLC PL ON, 1 5/23/06 ADDED MASS HIGHWAY BASELINE Q J o '� c/o MR. PAVEL MENN ! N36-56 B MAVERICK COURTN0. DA 7E DESCRIPl ON I , ( 9 0 O � MARBLEHEAD, MA 01945 O PROJECT ARCHITECT: SITE PLAN ddR` � N L"HV, p MR. HARRY GUNDERSEN /-41 C:3 GUNDERSEN ASSOCIATES ��j"i ��.-' �� COVER SHEET z 20 CENTRAL STREET W \ SALEM, MA 01970 or z ACU , PROJECT SURVEYOR: MOST CORPORATION GAIL SMITH, R.L.S. W Q f ', NORTH SHORE SURVEY CORP. CORPORATE OFFICES > 6 s � 14 BROWN STREET, rr ` SALEM, MA 01970 �+(� at E COMPLIANCE PROJECT SITE ENGINEER: #469 Highland Avenue '1E FOLLOWING COMPLIANCE REQUIREMENTS ARE PER CITY ENGINEER: SCOTT PATICZ LAND P.E. Salem, Massachusetts � PATR01/ICZ LAND DEVELOPMENT ENGINEERING 9 ONCE THE(PROPOSED CONSTRUCTION)WORK IS COMPLETED,AND PRIOR TO A SIGN OFF FOR OCCUPANCY BY THE CITY ENGINEER, 14 BROWN STREET, Date: April 18, 2006 THE FOLLOWING MUST BE COMPLETED: SALEM, MA 01970 PLDE#05-25 Scale: 1' = 200' Sheet 1 of 7 1. AN AS-BUILT DRAWING STAMPED BY THE DESIGN ENGINEER SHOWING ANY CHANGES TO THE DESIGN DRAWING AND ACTUAL WORK COMPLETED,THIS AS-BUILT DRAWING SHALL BE IN AN ELECTRONIC FILE FORMAT(AUTOCAD.DWG AND/OR ADOBE PDF) O GEOTECHNICAL ENGINEER: Land Owner: MOST RE, LLC 0 SUITABLE FOR THE CITYS ACCESS AND USE. M MR. LARRY DWYER, P.E. c/o Mr. Pavel Mean, 8 Maverick Court, Marblehead, MA 01945 W 2. A COMPLETED DEPT.OF PUBLIC WORKS(DPW)TIE CARD FOR WATER SERVICE(S). JGI EASTERN, INC 0 O 77 SUNDIAL AVE, SUITE 401W PATROWICZ QY 3. A CERTIFICATION STAMPED AND SIGNED BY THE DESIGN ENGINEER,STATING THAT THE WORK WAS COMPLETED IN MANCHESTER, NH 03103 LAND DEVELOPMENT ENGINEERING CL SUBSTANTIAL COMPLIANCE WITH THE DESIGN DRAWING, AS WELL AS,ANY SUBSEQUENT CODE RECUIRFMENTS BY THE CITY Q 14 Brown Street, Salem, MA 01970 Q ENGINEER. (978) 836-6400 z Q THIS PIAN HAS HE'EIV Q RED WED FROM THE ORIGINAL THE SC:AU," UIQ 17115 PLAN IS: GRAPHIC SCALE GENERAL NOTES L➢. to COMPLIANCE 1. LOCUS IS SHOWN ON SALEM ASSESSORS MAP 2,LOT 10.PRESENTLY THERE ARE NO BUILDINGS ON-SITE. I THE FOLLOWING COMPLIANCE REQUIREMENTS ARE PER CITY ENGINEER: (1N 1'!�T) 2. LOCUS EXISTS ENTIRELY WITHIN A BUSINESS(B-2)ZONING DISTRICT AND AN ENTRANCE CORRIDOR OVEREAT ZONING 1 innh- 10 it ONCE THE(PROPOSED CONSTRUCTION)WORK IS COMPLETED,AND PRIOR TO A SIGN OFF FOR OCCUPANCY BY THE CITY ENGINEER, DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: DO THE FOLLOWING MUST BE COMPLETED: MINIMUM LOT AREA-12,000 SQUARE FEET 1. AN AS-BUILT DRAWING STAMPED BY THE DESIGN ENGINEER SHOWING ANY CHANGES TO THE DESIGN DRAWING AND ACTUAL MINIMUM LOT WIDTH-100 FEET WORK COMPLETED,THIS AS-BUILT DRAWING SHALL BE IN AN ELECTRONIC FILE FORMAT(AUTOCAO.DWG AND/GIN ADOBE PDF) MAXIMUM LOT COVERAGE(ALL BELONGS)=25 PERCENT / SUITABLE FOR THE CITY'S ACCESS AND USE. MINIMUM DEPTH OF FRONT YARD=JO FEET MINIMUM WIDTH OF SIDE YARD=1D FEET / 2. A COMPLETED DPT.OF PUBLIC WORKS(DPW) TIE CARD FOR WATER SERMCE(S). MINIMUM DEPTH OF REAR YARD=30 FEET MAXIMUM HEIGHT OF BUILDINGS=30 FEET 3. A CPTIFICATION STAMPED AND SIGNED BY THE DESIGN ENGINEER,STATING THAT THE WORK WAS COMPLETED IN MAXIMUM HEIGHT OF FENCES/BOUNDARY WALLS=10 FEET SUBSTANTIAL COMPLIANCE WITH THE DESIGN DRAWING,AS WELL AS,ANY SUBSEQUENT CODE REOUIREME4TS BY THE CITY PARKING DIMENSIONS FOR ANGLED SPACES: 9'WIDE x 19'LONG(17'PAVED+Z'LANDSCAPING) 1 / ENGINEER. PARKING DIMENSIONS FOR PARALLEL SPACES 9'WIDE x 22'LONG(20'PAVED+2'LANDSCAPING) PARKING AISLE WIDTH-24 FEET PARKING SETBACK FROM PROPERTY LINE(RIGHT OF WAY)=5 FEET PARKING SETBACK FROM PROPERTY LINE(OTHER PROPERTY LINES)-2 FEET 3. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORPORATION, MARCH,2006. ,L N 4. ELEVATIDNS SHOWN ON THIS PUN ARE BASED ON NGVD OF 1929 SURVEYED FROM A PERMANENT BENCHMARK FOR VERTICAL CONTROL SHOWN(NOT SHOWN ON THIS PLAN). TEMPORARY U BENCHMARKS SHOWN ON THIS PN ARE BASED ON NGV)OF 1929 AND HAVE BEEN SURVEYED ON THE SITE O / BASED ON THE PERMANENT BENCHMARK REFERENCED IN THIS NOTE,AS FOLLOWS: t TOM/1: ELEVATION-119.96 MN SET 1[) ,'` TEL #2: ELEVATION 132-06 DH SET y AVl $Tq TBM/J: ELEVATIO14-119.22 MN SET �` O 1 SXSD 5, THIS PLAN DOES NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS k PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWNON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF P THE PRARATION OF THIS PLAN. WO N. PRIOR TO ANY SITE RK,THE SITE CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. PRIORTO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS OF C� PIPES(THAT ARE CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. l ADJUSTMENTS TO THIS PUN(IF REQUIRED)SHALL BE PERFORMED BY PLDE(WITH CLIENT WRITTEN AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. PLDE IS NOT RESPONSIBLE (OR LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD CHANGES. PLDE IS ALSO NOT RESPONSIBLE(OR LIABLE) FOR ANY BROKEN(OR DAMAGED)UTILITY LINES BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. O V / 5. ANY AND ALL OU AND TLD ATE BUILDING CODES.LOCAL NPUBLIC WORKS DRAIN LAYERS MANUAL(IF ALS AND D APPLCABLE)EMOUTIONS HLOCAALL LL DPW/ENGINEERING DEPT. / e SPECIFICATIONS AND CONDITIONS MASS.HIGHWAY DEPT.SPECIFICATIONS,AND GOOD ENGINEERING/CONSTRUCTION PRACTICES ^(� / FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE lr RESPONSIBIUTY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE ` 3 / CONSTRUCTION OF ANY REWIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES,MMD SPECIFICATIONS AND Or ABOVEMENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE RESPONSIBILITY CF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN *Lv / ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOYM/MUNICIPAUTY. 7. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS THESE SITE PLANS ARE INTENDED ONLY TO OBTAIN THE $rA, NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPAUTY. FIELD DECISIONS WILL UKELY BE MADE DURING \\` �A� CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WALL SUPERSEDE THESE SITE PLANS. OO 24i i s PL_ANNiNr, BGARD r, sr'r �4, �0APPROVED D ED #467 HIGHLAND AVENUE N/F A.Z. RELATY TRUST SITE: F LAN NAP 2, LOT 11 131 50 J \ Ln Al LP / . IIpO #11 WYMAN STREET N;F DAVID DILISIO MAP Z. LOT 17 75 F f O Q+ r 44/,0, / r A� COS ID 00 a O °' I / ane stay concrete D«k canmarcd Culldn9 on daD ill ` r v �� `\ // O CD #9 WYMAN STREET PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY O\ LAND OWNERS UNXNOM 5 8/08/08 COMPLIANCE REQUIREMENTS PER CITY ENGINEER YAP 2. COT 18 Q TA•� r `.. J ,�. �. H F ,I, 4 7/20/06 PER PLANNING BOARD CONDITIONS OF APPROVAL Q / #471 HIGHLAND AVENUE ` \ / p �� �1\�'` MgSJ 3 6/26/06 PER FIRE SAFETY DEPT.APPROVAL N/P MALONE PENCE CO.. INC. Z NAP 2, LOT 12 \- `� \- / \ /^y O p O�� SCC' T SAN y�S 2 6/14/06 ftENSED LAYOUT'. PUNNING BOARD APPROVED 6/15/06 Q (� 1 5/23/08 ADDED MASS HIGHWAY BASELINE _ g PATROWICZ � / \ III / C � NO. DATE DESCRIPTION 9 No 33656 G7 ° SITE PLAN FSG/STEP' "aLr LAYOUT GEOMETRY w or LU j `�-� '`� MOST CORPORATION LU r_ % �^40- , CORPORATE OFFICES #3 WYMAN AVENUE � fir/, /� (Q� N/F HALON, PENCE CO, INC. 7t4�V Highland Avenue *c➢ MAP 2. LOT 13 J / VI Salem, Massachusetts Date: April 18, 2006 I— _j PLDE#05-25 Scale: 1' = IV Sheet 2 of 7 U Land Owner: MOST RE, LLC O. � / c/o Mr. Pavel Mean, 8 Maverick Court, Marblehead, MA 01945 of / PATROWICZ d LAND DEVELOPMENT ENGINEERING QLP 14 Brown Street, Salem, MA 01970 z (978) 836-6400 Q J HAS I3TJ �I N REDi. ED ,t RO74T-010 ORIGINAL- 1'11Lf.'OIHf4 X1(1' t�1� 1'l.AN IS: .� '� ?�_t.._ GRAPHIC SCALE ( IN FEET) / -_ _ 6� BIT.CONIC. a o 2'CEDAR BARK MULCH 1 inch- 10 ft /.'.. .'; :'. ,. LOAM AND SEED BINDER COURSE M' BIT.CONIC. J /— SLOPE TO FORM DISH _ NN. R FINISGRADE(SEE PLAN FOR MOUND MOUND EDGE OF Al9*MAX TOP a �/� �\�� �� SURFACE TREA1MENn PIT TO CONTAIN WATER g / 1Tf Qa ° UNITE AND ROLL BACK BURLAP .0 q .... ,•.1i11 Q �- FROM TOP 1/3 OF ROOT BALL / - -III Q' 5CQlPAC1ED GRAVEL _ ,BASE. _ BACKFILL MIXTURE _ OMINT V ,Q , TAM CRETE PED BACKFILL MIXTURE .CON '' _OD.O�.�.. V 0 � 24'MIN. /r 11—:•�,o a 8g. —III—I ii—I I I- f COMP �=I 11=T—nr-- ACTED SHRUB PLANTING DETAILA STABLE SUBBASE III i-111= - � _�— O NO ES: _ 1.VERTICAL GRANITE CURB TYPE VA-4 18"DEPTH a 6'THICKNESS LANDSCAPING NOTES 2-BIT.CONC.IS NOT TO BE USED AS A SUBSTITUTE FOR CEMENT (� - _ - CONCRETE. PLANT MATERIAL TO CONFORM TO THE GLIIDEUNES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK,PUBLISHED BY 3.MORTAR JOINTS BETWEEN INDIVIDUAL CURB STONES. THE AMERICAN ASSOCIATION OF NURSERYMEN,INC. ALL PLANTS TO BE FULLY REPRESENTATIVE OF THEIR NORMAL SPECIES. ALL /- 4.PER MOPW STANDMOS 106.3.0. 5.CURB REVEAL=6' PLANT SHALL BE HEALTHY,WELL-FORMED,FREE FROM DISEASE AND DEFECTS,AND TAGGED WITH THEIR PROPER NAMES ILy. O /- - 6.ALL SLOPED GRANITE EDGING SHALL BE WD AT THE SAME ANGLE THROUGHOUT THE ENTIRE PROJECT. `]/'� PREPARE ALL PLANTING BEDS AND LANDSCAPED MEAS. BEDS SHALL BE GRADED 50 AS TO NOT ALLOW RUNOFF(FROM THE M \ �L`7C) PLANTING BFO)TO BE DIRECTED VIA A STEEP SLOPE INTO THE PARKING LOT OR ROADWAY. FINE GRADE THESE EAS PRIOR TO VERTICAL GRANITE CURBING \\\ LAVING LOAM(GLEN AND CRUS AS NECESSARY). REMOVE STONES,SUCKS,PROTRUDING ROOTS,UNSUITABLE SOIL,PAVEMENT AND OTHER DEBRIS. ALL PLANTING BEDS SHALL RECEIVE 4'MIN.SCREENED LONA AND 2"MIN.BARK MULCH. EACH PLANT SHALL BE"WATERED-IN"TO REMOVE AIR POCKETS DURING PLANTING. THE LANDSCAPE CONTRACTOR SHALL NOT 7 - PLANT ANY DAMAGED PLANTS. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT SURVIVAL FOR UP TO TWO YEARS AND /r REPLACE THOSE DEAD PLANTS WITH A PLANT OF SIMILAR SIZE AND SPECIES. O / PLANTING SCHEDULE SYMBOL clumn Y SIS TREE TYPE a I - -10•HIGH BORI TEA 13 3•-4•HIGH RHODODENDRON SIZE OF THE PLANT AT THE TIME OF PLANTING sN04, s `�, / MULCH \� GREEN GROUNDCOVER.. A�F APPROVED NAT NEW <,_'e- #467 HIGHLAND AVENUE VGC Y / R NjF A.Z.SC SITE PLAN LAN Eq � � CONCRETE C N \ �'/\ NLOT 11 AP 2. LOT 11 {' y 00 bt 4] C N \� D00p l OO #ff WYMAN STREET y F MAP Z. LOT 17 ` p � 1 / �� �CRf� ."� N/F DAVID DlLJSIO 6) MATCH NEW STING 00 VG ;VGC (6 3\ rk n Ij0 O •.YI' _ 1 V \� OR �A f CO O n l l 11 00 o l 4 � ' 00 �IH�����I '� " �4 "CC C� / 2i -' N1`f ``CNl7F 0 / h 4 a' L0 0..uoryo..<.ei«x oor.m.,�a wwmo o.Moe / .......� �. �2 '�I � / � Q � PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY O #9 OUTMAN STREET > �r ,`. \ ;ra. y� LnAAIAP 2, LO 1,:r.,vnw �H OF M 5 B/OB/OB COMPLIANCE REOUIREMENIS PER CITY ENGINEER (LPA' tr 4 7/20/06 PER PLANNING BOARD CONDITIONS OF APPROVAL #471 HIGHLAND AVENUE ' / ~ / q�S 3 6/26/ PER FIRE SAFETY DEPT.APPROVAL 12 N/F LfALONL FENCE CO.. INC. I l I/. +', Q SCOTT IAN z MAP 2, LOT 12 1 ",' O - PATROwIC2 2 5/14/05 REVISED LAYOUT: PLANNING BOARD APPROVED 6/15/06 - / ' O CIVIL y 1 5/23/05 ADDED MASS HIGHWAY BASELINE III `C lIn _ \� / `) No.33656 ~- ---- N0.I DATE DESCRIP77ON - INSTALL 23 ARBORVITEA EVERGREEN LANDSCAPE SCREEN, HSf 0FCS T E MULCH GROUNDCOVER SITE PLA N / SS/QIv 1L z REMOVE EXISTING CHAIN LINK FENCE(WHICH IS ENCROACHING LANDSCAPING & MATERIALS z ONTO LOCUS)AND REPLACE WITH 6-FOOT HIGH OPAQUE WOODEN STOCKADE FENCE LOCATED 0.1-FEET FROM PROPERTY W LINE(ON LOCUS). '- Gw , MOST CORPORATION )� MATCH NEW STOCKAGE Q FENCE TO EXISTING CORPORATE OFFICES a `� CHAIN UNK FENCE .e� #3 WYMAN AVENUE N,/F MALON. FENCE CO.. INC #469 Highland Avenue 2 4- MAP 2. LOT 13 EXISTING CHAINUNK—' YY *yP FENCE TO REMAIN II Salem, Massachusetts � - Date: April 18, 2006 U) PLDE#05-25 Scale: 1' = 10' Sheet 3 of 7 F C) Land Owner: MOST RE, LLC LiJ c/o Mr. Pavel Mena, B Maverick Court, Marblehead, MA 01945 O � PATROWICZ a- LAND DEVELOPMENT ENGINEERING Q *tP_ 14 Brown Street, Salem, MA 01970 z 978 536-6400 Q J n T1 11S PLAN I[A5 13E,EN REIN�1,:E D FROM THE ORIGINAL. 7'IINL A3C;,'IL1; U1N' '1'11116 1'LAIV,lld: _. �Ii44R;f i111�1 LEGEND GRAPHIC SCALE / 4 n / / CROSS COUNTRY / - - UNDER PA___ 1 i GENERAL NOTES 4 LOAM AND SEED ( CATCH BASIN ; / OR APPROVED SLOPE 8�c SURFACING OR RESURFACING I—/ i PROTECTION --SU / / �AS REQUIRED. (IN FEET) i / / ,// 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 2,LOT 10.PRESENTLY THERE ARE NO BUILDINGS 8•TYP. 1 • DRAINAGE MANHOLE 1 inch 10 ft f ///�- -d ON-SITE. ��/ I,. TA, / ' CI? ROAD BASE(GRAVEL) -:=rD=DRAIN PIPE ' 6Kp 2 LOCUS IXI5T5 ENTIRELY WITHIN A BUSINESS(B-2)ZONING DISTRICT AND AN ENTRANCE CORRIDOR '�/ /]��' OVERLAT ZONING DISTRICT. C OOMPgCTED CLASS"B" yp���\\\\\\\�\\y\�\Y\\\U / _- TBV TO BE VERIFIED BY THE SITE rill ' r r / D ,(/r I� O `� BACKFILL SUITABLE TO CONTRACTOR PRIOR TO ' /// M PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY AOOCMODATE SURFACE LOADING CONSTRUCTION FOR LOCATION, �/, / V p r I / // CORPORATION,MARCH,2008. C o MHD M1.OlA SIZE,ERIN AND INVERT ELEVATIONS f/ _ U•jk� / /i� TBR TO BE REMOVED 4. ELEVATIONS SHOWN ON THIS PUN ARE BASED ON NGVD OF 1929 SURVEYED FROM A PERMANENT ,�A����,�y ,/ / � - BENCHMARK FOR VERTICAL CONTROL SHOWN NOT SHOWN ON THIS PLAN). 9"MIN.II Z / /// cv TR TO REMAIN /tr \\\\y /lr / / ( ) o III COM CTED IN LF \\\\U\\°\'\'� TEMPORARY BENCHMARKS SHOWN ON THIS PLAN ARE BASED ON NOVO OF 1929 AND HAVE BEENSEE I_ 12"MAX.LIFTS flR HANDICAP RAMP / AWATER MAN— MHD M1.020(MAKSLOPE;&OX), .';r r, //, //// SURVEYED ON THE SITE BASED ON THE PERMANENT BENCHMARK REFERENCED IN THIS NOTE AS FOLLOWS: ( PLAN) $ III. N LA0 STONES OVER 2" CONSTRUCT PER ABB SPECS / VGC VERTICAL GRANITE CURBING ,l' (/ / / /� - TBM#I: ELEVATION=119.96 MN SET g•MIN • 6'MIN. / CC CONCRETE CURBING �/L�� L\ BCC BINMINOUS CURBING TBM#2: ELEVATIOl=13208 DH SET EC EDGE OF PAVEMENT(NO CURBING) 7 / / _ TBM/3: ELEVATION-119.22 MN SET SHEETING SGE SLOPED GRANITE EDGING AS REWIRED 36"MIN. Trrc) ELECTRIC LINE(TBV) i'! /�r 1 / // , 5. THIS PLAN DOES NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD IN EARTH rcrol CABLE TELEVISION LINE(TBV) !i \ I//r - - SURVEY WAS PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF E%ISTING IN LEDGE --WATER UNE(TBV) // 11 - UNDERGROUND UTILITY LINES SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE NOTE: pr WATER GATE TB PROPOSED 350 LF 2"SEWER Y HYDRANT ( ///' ,L� i/ /',9ERVIPE FORCE MAIN.(SIZED INFORMATION GIVEN TO PLDE AT THE TIME OF THE PREPARATION OF THIS PLAN RIO TO ANY SITE BELL AND SPLWATER MAIN MANUFANSION IPE SHALL BE CIURED BY 6'CEMENT EN PE OR FOUNDRY DUCTILE ECOON PIP ( ) [� AVl i' //// - BY OTHERS)70 HAVE ONLY WORK,THE 517E CONTRACTOR SHALL NOTIFY DIG-SAFE AND VERIFY LOCATIONS OF ALL UTILITY LINES ON R.D.WOOD CO.,OR U.S.PIPE CORP.PIPE SHALL CONFORM TO AWWA SEWER LINE(TBV) / r / "QNE.HIGH PUNT IN-UNE;50 THE SPIE AND ADJACENT TO THE SITE WITHIN THE ARG OF THE SCOPE OF WORK. PRIOR TO C150-71. THE CEMENT MORTAR LINING SHALL CONFORM TO AWWA C1D4-71. • ( / ,THATMIIEN,PUMP,TURNS CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY(AND/OR DETERMINE)ALL INVERTS AND ELEVATIONS TAJOOFF;THE FORCE MAIN WILL .q„ 7 ,.'AN @ACK OWARDS PUMP OF PIPES(THAT ARE CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CONFLICTS WITH INSTALL THRUST BLOCKS AT ALL BENDS AND TEE BRANCHES AS REQUIRED. SEWER MANHOLE STRUCTURE O \ /\.` 777 _ -goyit•-OVERHEAD MERE �'Ar l /// - TOWA DS CITTYFOFWSALBA EXISTING UTILITIES ADJUSTMENTS TO THIS PUN(IF REQUIRED)SHALL PERFORMED BY PLDE(WITIH WATER MAIN TRENCH DETAIL '/��(�J my�qn ,.'TERMENAL.SEWER MANHOLE CLIENT WRITTEN AUTHORIZATION)AFTER NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL / VP irly EXISTING UTILITY POLE WITH 7 fT �...`'vor�� /- _ FIELD LOCATIONS OF UTILITIES. PLDE IS NOT RESPON51BLE(Oft LIABLE)FOR ANY UNAUTHORIZED(BY PLDE ''4TH` OR MTHOUT STREET LIGHT r/ q• r'' $rt5p �'" �// IN WRIDNG)FIELD CHANGES. PLDE IS ALSO NOT RESPONSIBLE(OR LIABLE)FOR ANY BROKEN(OR FIFE FINISHED FLOOR ELEVATION U /j , '�.�"•" // l .', DAMAGED)UTILITY LINES BEFORE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. CROSS COUNTRY FBE FINISHED BASEMENT ELEVATION W 7 UNDER PAVEMENT EXISTING TREE PROPOSED SEWER 9ERNCE 6. ANY AND ALL CONSTRUCTION METHODS MATERIALS AND INSTALATIONS DEMOLITIONS SHALL COMPLY 4"LOAM AND SEED- L. _ 'FORCE MAIN TO- T¢ OR APPROVID SLOPE. 3 9` Ari CONDIAT NTH ALL LOCAL AND STATE BUILDING CODES.LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF PROTECTION -SURFACING OR RESURFACING ®PAINTED NO PARKING"AREA 51 ; ' /'/ ' % f-. - APPLICABLE),LOCAL DPW/ENGINEERING DEPT.SPECIFICATIONS AND CONDITIONS,MASS HIGHWAY DEPT. 6•TYP AS REQUIRED. ,? • li, r SPOT GRADES PER ACTUAL R ' / /' /_' - - SPECIFICATIONS,AND GOOD ENGINEERING/CONSTRUCTION PRACTICES FOR SOUD/PRMANENT AND ON-THE-GROUND SURVEY (� // 1 '� // /, AESTHETICALLY PLEASING CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE RESPONSIBILITY OF THE —ROAD BASE(GRAVEL) /!may O +� / /--. -- _ SITE CONTRACTOR TO RECTIFY AVIV DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE CONSTRUCTION OF Jy� i TEMPORARY BENCHMARKS FOR / (( // VERTICAL SURVEY CONTROL ''', 7 ! !i/ N /' PROPOSID.,SEY7£R SERVICE, - ANY REWIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND i ,g 1 / - 'FPRPE MAIN SH gE - ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION, $ "A. b SELECT BORROW /(�j .4' :rf// COMPACTED IN rQ' YYY I/I EXISTING CONTOURS OF V PRIVATE AND MAINTAINED BY IT IS THE RESPONSOUTY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND 2% EQUAL ELEVATION o / / -THE OWNER OF#469 / 12•MAX.UFTS T N CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE a MH ML020 r ---rer-- SEWER LATERAL(PRESSURE LINE FROM HOUSE) Q +Y // (&ILA 0 AVENUE NO STONES OVER 2• LOCAL TOWN UNICIPAUY. (Lev) 4y ' / a3 pr j <\ IJ/ COMMON FORCE MAIN SENOR(TBV) 7. THESE SITE PANS ARE NOT CONSTRUCTION DOCUMENTS. THESE SITE PLANS ARE INTENDED ONLY TO 9 MIN 3 CRUSHED�4/ / ',ll f' d /_• APPROVALSN THE NECESSARY PERMIT APPROVALS FROM THE TOWN/MUNICIPAl1TY. FIELD ElD DECISIONS WILL LIKELY /// TRANSFORMER AREA INCLUDES TELEPHONE '4 '� gF / /_` - BE MADE DURING CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SEWER 1 - STONE s ' GRANITE BOUND SET / r/ / yV� 3 // / ,1 SITE PANS. (SEE PLAN) M2.01.2 H A.C. AIR CONDITIONER(ON CONCRETE PAD) _ y W.STEPS WOODENSTEPS C.STEPS CONCRETE STEPS / ,y /', �( & THE SEWER PUMP STATION AND SEWER FORCE MAIN ARE PRIVATELY OWNED BY THE OWNER OF#469 OV MIN. CONK. CONCRETE SIDEWALK i ♦ - _e( HIGHLAND AVENUE(LOCUS). THE SEWER PUMP STATION AND SEWER FORCE MAIN SHALL BE MAINTAINED / 00 h � ASPH. ASPHALT SIDEWALK ', 7 / /' / _ _"� BY THE OWNER OF#469 HIGHLAND AVENUE. THE SEWER SYSTEM SHALL BE CONSTRUCTED PER MASS -- MB MAILBOX _ _ SHEETING P.T. GAS PROPANE TANK %. ' '' HIGHWAY DEPT.,DEP(PERMIT#N079707)AND CITY OF SALEM SPECIFICATIONS h REQUIREMENTS. AS REGUIRED _ 36'MIN. O ,r/l' STq• ./ (\ i IN EARTH I IN LEDGE /� IT TRASH RECEPDCAL a�°4,. / / 9. PER THE CITY REQUIREMENTS,IF A MUNICIPAL SEWER SYSTEM IS CONSTRUCTED WITHIN HIGHLAND ANI./) AVENUE(ADJACENT TO LOCUS),THE OWNER OF 0969 HIGHLAND AVENUE IS OBLIGATED TO DIRECTLY - GAS UNE(TBV) ' $ C _' ��� CONNECT INTO THE MUNICIPAL SEWER SYSTEM AT A LOCATION(AND IN A METHOD)TO BE DETERMINED BY SEWER TRENCH DETAIL / /O ,�, THE CITY ENGINEER. I S GAS GATE VALVE(TBV) �� ' ."� "It ~ >/,' N"' r �A %ENVIRONM 0ENT ONE PUMP 0•�' STATION(SIZED FOR 900 GPD)ASSUMES BUILDING LL �t ,` ,,� Il y \ WIHAVE ELECTRICAL 07 JQD BACK-UP SYSTEM INSIDE BUILDING O ge IN % r �rA y/ 9�91.0 \�SBS• /// 3Z, A�! #467 HIGHLAND AVENUE f" NIF AZ RELATY TRUST 6 5 77�rrr C? � _ _ NAP 2. LOT 17 jet / � STA. � d� � '•�l ��,��'Nc � - --, --- / Q OPpFR1 ,ty PRPPOSEP.SEWER SERWMOE ORCE MAIN TO , BE INSFAIIED WI]HIN HIGHl�NO AVENUE ��\ /,. RI9HT-OF-WAY.WITHIN SIDEWALK AREA. ''f`�/ \ .REPAIR/PATCH STUI.IINOUS SIDEWALK / Wyk / l Q \ _ FOLLOWING STALPEMENT EXCAVATION THEN N �• .-fid / .. ., \ \\ / HPLANNI PIGHWAY LANNING CITY OF SALEM 3 / � INSTALL PAVEMENT OVERUT PER MASS r / / \\` 1 - ARD:DPW AND ENGINEERING i)0 CD3 / -(- / I -DEPT SPE(7FlQATIDNS h REQUIREMENTS. N �• - y i 00 00 �i #11 WYMAN STREET N/F DAVID� DILISIO\\ � � 1 / �\P 2. LOT 17 ISTA/-1- 0 0 /// �' l A / �r W / / T� r... / .'�V �. 4 E3 06 i Z111 I, 00 LANp '� �G 41 V / Lo R N R ona etmy concr•t.b ock commrca bunWng on yob PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY #9 LAYMAN STREET BS ? LAND OWNER UNt.NOWN II-) i i'r ``� / CONTRACTOR SHALL RE-INSTALL SI \\� `-:� / / OF 5 8/06/06 COMPLIANCE REQUIREMRIS PER CITY ENGINEER I O YAP 2. LOT 16 Q STA• // AFTER RTRENCHI GLLFOR NEW 6RBINC \ I'� ` \\ i` K�P� �J 4 7/20/08 PER PLANNING BOARD CONDITIONS OF APPROVAL 471 HIGHLAND AVENUE ` o Ka SSI Q � 3*d0 WATER MAIN. \ K5 # N/I'YAIANB FENCES CO. INC. / O O O� SC. TT IAN �y 3 6/26/06 PER FIRE SAFETY DEPT.APPROVAL Z YAP 2. LOT 12 / O/^ aZ G 2 5/14/05 REVISED LAYOUT. PAINTING BOARD APPROVED 6/15/05 PA ROWICZ m 1 5/23/08 ADDED MASS HIGHWAY BASELINE v ♦♦11�� LA0. NO. DATE DESCRIPTION CONTRAC0 / /// TRENCH CITYPAATTE{iS�l�PER MASS HIGALL INSTALL HWAY DE T, \ A �O / / INSTALL NEW wG ///// REQUIREMENT$, �.N SPECIFICATIONS AND \� / / ' '9 FSA/STEP SITE PLA N S1 V � INSTALL NEW TEE � - / ONAL CN UTILITIES DESIGN I � EXl3TINC 9'ST[rH / // CONTRACTOR SHALL INSURE EXISTING z' NG IS IN PROPER WORKING Z /' CONDITION.IF NOT,CONTRACTOR \ \ § 1 r�•T SHALL w A REFCE WC. " for W j „ � � ., MOST CORPORATION {/i CORPORATE OFFICES a l/ ii � ;` #3 WYMAN AVENUE COMPLIANCE AA 4- N� NAP 2. LOT 13 MALONE PENCE CO LNC #��V Highland Avenue ' I� THE FOLLOWING COMPUANCE REQUIREMENTS ARE PER CITY ENGINEER: Ns N ifONCE THE(PROPOSED CONSTRUCTION)WORK IS COMPLETED,AND PRIOR TO A SIGN OFF FOR OCCUPANCY B7 THE CITY ENGINEER, Salem, Massachusetts '- THE FOLLOWING MUST BE COMPLETED. Date: April 18, 2006 ,/ :' /// j• 1. AN AS-BUILT DRAWING STAMPED BY THE DESIGN ENGINEER SHOWING ANY CHANGES TO THE DESIGN DRAWING AND ACTUAL PLDE#05-25 Scale: 1• = 10' Sheet 4 of 7 U WORK COMPLETED,THIS AS-BUILT DRAWING SHALL BE IN AN ELECTRONIC FILE FORMAT(AUTOCAD.DWG AND/OR ADOBE PDF) Land Owner: MOST RE, LLC W SUITABLE FOR THE CITYS ACCESS AND USE. c/o Mr. Pavel MeniL 8Maverick Court, Marblehead, MA 01945 O - / 2. A COMPLETED DEPT.OF PUBLIC WORKS(DPW)TIE CARD FOR WATER SERVICE(S). PATROWICZ 3. A CERTIFICATION STAMPED AND SIGNED BY THE DESIGN ENGINEER,STATING THAT THE WORK WAS COMPLETED IN IL - SUBSTANTIAL COMPLIANCE NTH THE DE51GN DRAWING,AS WELL AS,ANY SUBSEQUENT CODE REQUIREMENTS BY THE CITY LAND DEVELOPMENT ENGINEERING 0 *cr ENGINEER. 14 Brown Street, Salem, MA 01970 978536-6400 Z Q 1 I / A J � REDWED FROM THE ORIGIMAL- THE SC A1,1, ( P 1111N i PLAN IS: LEGEND GRAPHIC SCALE SITE PLAN NOTES .yn •�:, u`'!, /ram _--�-�`���; DEMOLITION ® CATCH BASIN COMPLIANCE ALL DEMOLITION OF STRUCTURES,UTILITYLINES AND OTHER APPURTENANCES SHALL BE SPECIFIED AND PERFORMED BY OTHERS DRAINAGE MANHOLE ( IN FM THESE PLANS DO NOT SHOW ALL UTILITY LINES AND UNDERGROUND CONDUITS 1 inch= 10 ft. / /f yr•t��/,`i+.� THE FOLLOWING COMPLIANCE REQUIREMENTS ARE PER CITY ENGINEER: ( )SINCE FIELD SURVEY WAS PERFORMED ON VISIBLE ����((( 4 ABOVE GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY LINES SHOWN ON THESE SITE PLANS ARE DRAIN PIPE /r l'• �//ry://J4 `r ' _ APPROXIMATE BASED ON THE BEST THE INFORMATION AVAILABLE TO PLDE AT THE TIME OF THE PREPARATION OF THESE SITE / r' ONCE THE(PROPOSED CONSTRUCTION)WORK IS COMPLETED,AND PRIOR TO A SIGN OFF FOR OCCUPANCY BY THE CITY ENGINEER, PLANS. PRIOR 70 ANY SITE WORK THE SIZE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITY LINES ADJUSTMENTS TO THE / '.+ i THE FOLLOWING MUST BE COMPLETED: SITE PIAN(IF REQUIRED)SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UTILITIES. TBV TO BE VERIFIED BY THE SITE qf ff�1 /r.'�a t { - PUDE ASSUMES NO RESPONSIBILITY(OR LIABILITY)FOR ANY BROKEN(OR DAMAGED)UTILITY LINES DURING OR FOLLOWING SITE CONTRACTOR PRIOR TO f;ri _ CONSTRUCTION FOR LOCATION, 9'v / jr l fig/ff/- ,. AN AS-BUILT DRAWING STAMPED BY THE DESIGN ENGINEER SHOWING ANY CHANGES TO THE DESIGN DRAWING AND ACTUAL EXCAVATION/CONSTRUCTION. SIZE,RIM AND INVERT ELEVATIONS MARK COMPLETED,THIS AS-BUILT DRAWING SHALL BE IN AN ELECTRONIC FILE FORMAT(AUTOCAD.DWG AND/OR ADOBE PDF) TBR TO BE REMOVED I rr `.i� x SUITABLE FOR THE CITYS ACCESS AND USE. PROPOSED SITE UTILITIES TR TO REMAIN / '+'�'ytr/r/rvi�I-• - 2. A COMPLETED DEPT.OF PUBLIC WORKS(DPW)TIE CARD FOR WATER SERVICE(S). T' flR HANDICAP RAMP frM�� if` THE FOLLOWING NOTES PERTAIN TO THE UTILITIES OUTSIDE OF THE BUILDINGS. UTILITIES INSIDE THE BUILDING SHALL BE SPECIFIED BY (MAX.SLOPE-B.OX), f�H ff, �J 3. A CERTIFICATION STAMPED AND SIGNED BY THE DESIGN ENGINEER,STATING THAT THE WORK WAS COMPLETED IN OTHERS AND SHALL BE CONSTRUCTED PER THE MOST RECENT BUILDING CODES. ,CONSTRUCT PER ABB SPECS �A, h+�` - ''•'+> SUBSTANTIAL COMPUANCE WITH THE DESIGN DRAWING,AS WELL AS,ANY SUBSEQUENT CODE REQUIREMENTS BY THE CITY CONSTRUCRON METHODS INSTALLATIONS AND MATERIALS OF ALL UTILITY LINES SHALL CONFORM TO THE MOST RECENT BUILDING iy+ f f VOC VERTICAL GRANITE CURBING \� tl�a•. /r/ - ENGINEER. CODES.MASS HIGHWAY DEPT.SPECIFICATIONS AND CITY(TOWN)DPW.ENGINEERING,WATER AND SEWER DEPT.REGULATIONS AND Cc CONCRETE CURBING I;fjrC wn /8 BBITUMINOUS CURBING / !J2 :Y^fI'•- i SPECIFICATIONS FINAL LOCATIONS AND INSTALLATION OF ANY NEW(OR REPAIRED)UTILITY LINES ARE SUBJECT TO THE APPROVAL ECCOP EDGE OF PAVEMENT(NO CURBING) / />r f/'@y4 1 ,. FIR THE Cltt(TOWN). SGE SLOPED GRANITE EDGING ELECTRIC LINE(TBV) / .W y' /',( y/yq�/ r PRIOR TO WORKING INSIDE THE ROAD RIGHT OF WAY,THE SITE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS TO PERFORM SUCH cxrv(rcl CABLE TELEVISION LINE(TBV) l T ly l/?/W/*_'I WORK. THE SITE CONTRACTOR SHALL CONTACT OG-SAFE O 1-BBS-344-7233 AND/OR THE RESPECTIVE URUTY COMPANY PRIOR TO WATER UNE(TBV) `+'.�/�/(ll '''.. COMMENCING ANY UTILITY OR EXCAVATION WORK. WATER GALE(TBV) / , > Y1, i' ` • HYDRANT f` /;VAI THE SITE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR APPROVAL PRIOR TO ORDERING THE STRUCTURES MANHOLES,TANKS,PUMPS,RIMS,PIPING AND ANY OTHER INFRASTRUCTURE COMPONENTS. - .-SEWER UNE(TBV) / f// DOM _WATER ERVI THE SITE CONTRACTOR SHALL LOCATE THE EXISTING WATER MAIN AND WATER SERVICES PRIOR TO ( SEWER MANHOLE STRUCTURE , r/l A/� / ' - CONSTRUCTION. ANY WATER LINE CONSTRUCTION SHALL COMPLY WITH THE CITY(TOWN)DPW,WATER DEPT.AND ENGINEERING DEPT. •/ x` %// j' SPECIFICATIONS MINIMUM EARTH COVER OVER PIPES IS 5-FEET. 4 1 'I/ a'oxr) OVERHEAD WIRE �\\ / ` /�' >f `V1UT '4 '�.i i�,.f .• SITE ON WATER LOCATE THE XISTIGWATER PTOCOTRUCTION. ANY EXISNG UTILITY POLE WITH WATER CONSTRUCTION SHCITY(TOM)FlR DEPT., EPNENGINEERING DET.SPECIFICATIONS. ORWITHOUT STREET LIGHT JN f - i�f . ,I LOCATION OF HYDRANTS(OR PIV VALVES)SHALL BE SPECIFIED BY THE CITY(TONIN)WATER DEPT. MINIMUM EARTH COVER OVER PIPES IS 5-FEET. FFE FINISHED FLOOR ELEVATION FBE FINISHED BASEMENT ELEVATION rvx,/;4//r/f•rn -r y/ -`+ - GAS SFRV7 THE CONTRACTOR SHALL LOCATE THE EXISTING GAS UNE PRIOR TO ANY CONSTRUCTION.FINAL LOCATION,SIZE,DEPT, AND TYPE OF MATERIALS TO BE SPECIFIED BY BOSTON GAS COMPANY.100 COMMERCIAL STREET,MALDEN,MA 02148,CONTACT: DOSING TREE 2 N0. / r/y(P< •, Lr,, pA COLLEEN LOVE(617)723-5512 EXT.6334. =PAINTED'NO PARKING'AREA SPOT GRADES PER ACTUAL DISPOSAL SYSTEM: INSTALL A PEW SEWER UNE AS SHOWN ON THESE SITE PLANS. ORAWTY SEWER LINES SHALL BE V {r O a' t i, 4 _1+ MINIMUM DIAMEIEft PVC SDR-35 WITH A MINIMUM SLOPE OF 2.GR(SELF-CLEANING VELOCITY)UNLESS OTHERWISE NOTED. ON-THE-GROUND SURVEY V 1 ,`�+ { r NEW SEWER PUMP STATION STRUCTURES SHALL BE INSTALLED ON STABLE EARTH(AND/OR SOLID FOUNDATION PER SPECIFICATIONS a TEMPCRARY BENCHMARKS FOR [� ` it F' FkD ( / ) VERTICAL SURVEY CONTROL 'K 7 r/! , 1 +-i f +J +» ppp I� �i-K. OF THE GEOTECHNICAL ENGINEER. SEWER STRUCTURES SHALL NOT BE ALLOWED TO SETTLE. STRUCTURES INSTALLED ON UNSUITABLE ll// S7. / ( i 1'�r.t y.' �. �14��i ` C MATERIAL(WITHOUT A PROPER FOUNDATION AND/OR PILES)SHALL BE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF EXISTING CNG ONTOURS OF 5 q• `f f 'f 19_,/1 C '+ / " I'�_' U�l THE SIZE CONTRACTOR TO REPAIR OR REPLACE. 26 EQUAL ELEVATION �\ O *.�Q �! r l l r' r~i+1d r,�. .{ / ,{� / STORM DRAINAGE SYSTEM: INSTALL NEW CATCH BASINS,DRAIN MANHOLES AND DRAINAGE PIPES AS SHOWN ON THESE SITE PLANS IN ----ur- SEWER LATERAL(PRESSURE LINE FROM HOUSE) / cRr f/i I r- N i(1 / i I ACCORDANCE WITH CIT'(TOWN)SPECIFICATIONS. DRAINAGE PIPES SHALL BE 12-INCH MINIMUM DIAMETER PVC SDR 35 UNLESS ( V) OTHERNISE NOTED. ----rr- COMMON FORCE MAIN SEWER(TBV) ' .; / NEW CATCH BASINS AND DRAINAGE MANHOLE STRUCTURES SHALL BE INSTALLED ON STABLE EARTH(AND/OR A SOLID FOUNDATION AS SPECIFIED BY A GEOTECHNICAL ENGINEER). CATCH BASIN AND DRAINAGE MANHOLE STRUCTURES SHALL NOT BE ALLOWED TO SETTLE, TRANSFORMER AREA INCLUDES TELEPHONE \ f / 4 /„ .P_. I( �� STRUCTURES INSTALLED ON UNSUITABLE MATERIAL(WITHOUT THE PROPER FOUNDATION/PILE)SHALL BE DEEMED UNACCEPTABLE AND EI GRANITE BOUND SET i /s j/ t % .f J v a''SS I 'r AC. AIR CONDITIONER(ON CONCRETE PAD) / "''( / /V 1, - '/, r i C �� SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR REPLACE. W.STEPS WOODEN STEPS r/--/ ' /+ I / •�/l C.STEPS CONCRETE STEPS •L` / \`x `l fI/ +'/•�>' f+-�'/+ I-f+ - + I' THE SITE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO THE INSTALLATION OF NEW DRAINAGE LINES AND STRUCTURES THE CONC. CONCRETE SIDEWALK A , SITE CONTRACTOR SHALL CLEAN AND REPAIR(IF REQUIRED)EXISTING STRUCTURES IN ORDER TO INSTALL NEW DRAIN LINES. SUMPS ASPH. ASPHALT SIDEWALK V 777 `Y (r y /-/M-.r r _. r. T OF EXISTING STRUCTURES SHALL BE CLEANED PRIOR TO ANY WORK. SUMPS OF NEW AND EXISTING STRUCTURES SHALL BE CLEANED MS MAILBOX / a r - k -i a.f• /.x4`/i. r. - a'-.'.r .f. FOLLOWING COMPLETION OF SITE WORK. P.T. GAS PROPANE TANKO / _`+. -`u.. a_ +. . ,I / a< _/+ / >•+ + Fl F F.TRF FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY THE MASSACHUSETTS ELECTRIC COMPANY,170 MEDFORD STREET,MALDEN,MA 02148-7384,CONTACT: DAN CAMERON(781)388-5367. O TRASH RECEPTICAL ,2R +I N } J 3 TEI SHONE SERW[F: FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY BELL ATLANTIC,459 MAIN (�'^J GAS LINE(TBV) ` � jl t r�fiy'( 1 .�� `�i T � � +c, STREET,SAUGUS,MA(11902,CONTACP. DING IMBERGAMO(617)301-8403. •' GAS GALE VALVE(TBV) ` O / - i %'- 11 y t`. + r i 1 t �» r f \` '� \ - 1 \ 'A FIRE ALARM: FINAL LOCATION,SIZE,DEPTH AND TYPE OF MATERIALS ARE TO BE SPECIFIED BY OTHERS e� �� -1 PARKING LOT PAVEMENT ' �.I - ANY EXISTING PAVEMENT SHALL BE REMOVED FROM SITE THE PROPOSED PAVEMENT CROSS SECTION FOR THE PARKING LOT AND - ; DRIVEWAYS SHAT CONSIST OF 1.5-INCH(MINIMUM)BITUMINOUS CONCRETE(TYPE 1-A)WEARING COURSE,25-INCHES(MINIMUM) BITUMINOUS CONCRETE(TYPE 1-A)BINDER COURSE,12-INCHES OF ROAD GRAVEL(DENSELY GRADED GRAVEL: WHO M1.03.0 TYPE C, C `�I TCI. i /�(� ,I r�i J i� '#467 HIGHLAND AVENUE (NO STONES OVER 2-INCHES DIAMETER)COMPACTED TO 95X �S*00 " W/F A.Z.'1MLATY TRUST PARKING LOT CURBING NAP 2 LOT 19 THE CURBING WITHIN THE PARKING LOT SHALL BE EITHER SLOPED GRANITE EDGING(SCE),VERTICAL GRANITE CURBING(VGC)AS SPECIFIED ON THE STE PUN. ANY CURSING INSTALLED WITHIN THE CITY(TOWN)RIGHT OF WAYS SHALL BE VGC AND MATCH THE A. SIZE OF THE EXISTING CURBING AND SHALL BE INSTALLED PER CITY(TOWN)DPW AND ENGINEERING DEPT.REQUIREMENTS WINEN AJ+ �„- `\ MATCHING THE NEW CURBING TO THE EXISTING CURBING,THE JOINT SHALL BE FLUSH(AND O/UNE AND GRADE). SITE CONTRACTOR V lll»> O a 1 \ \ SHALL REPAIR ANY EXISTING DAMAGED CURBING IN THE AREA OF WORK AS REQUIRED. y ' CRUSHED STONE SWALE \\ \ \� • \� UGHTIN BUILDING PER ARCHITECT. SIDEWALK Sl- r\ \ W NEW 9DS SHALL BE CONSTRUCTED AS SHOWN ON THIS SITE PLAN. THE SIDEWN.N SHALL BE SLOPED PER THE GRADING PLAN 5 \\�\; MAXIM \\�\ `. = - % WITH A MAXIMUM CROSS SLOPE OF 1X +BC:120.02 :+1 THE CROSS SECTION FOR NEW CONCRETE SIDEWALK SHALL CONSIST OF 4THICK FORMED(POURED IN PLACE)PORTLAND CONCRETE CEMENT WITH 6'x 6'WWM. THE SUBBASE SHALL BE 10'DENSELY GRADED GRAVEL MHO M1.03.0 TYPE C.(NO STONES OVER \\\\`v1 '\ `\\\`\/,T3\ '� SITE CONTRACTOR TO REMOVE LEDGE MAXIMUM 2-INCHES)COMPACTED TO 95X PLACE JOINT FILLER AT INTERFACE WITH BUILDING AND INTERFACE WITH CURBING. PLACE A SCORE S \\ \ ?`a �.,^\ \\\\ SLOPE-1:1(H:V) UNE 5-FEET ON CENTER. PUCE EXPANSION JOINTS WITH JOINT FILLER EVERY 30-FEET ON CENTER. v x r � ��\"\r:\ � yy/ r/ I ° q,2o.s V� y j 5w\ ? 1 ' \ `\\\ �) TC-40.31 rr CA •ti�'71�7?ti,,,�\„ter., \\\\ \\�\ \ MATCH NEW SIDEWALK TO EXISTING SIDEWALK WITH NO BUMP OR DIP.SAW CUT EXISTING SIDEWALK FOR CLEAN EDGE. Q l> ?� 1+/Bc:119.641 /� 9�� 1za7, vA^v �'v vvv v``�+ V v P 1 + \\ ',sM �� >?Ar 1?� \\��"``11 \ \\ \\\ \ HANDICAP RAMPS SHALL BE INSTALLED PER THE MOST RECENT ARCHITECTURAL BARRIER BOARD REQUIREMENTS AND SPECIFICATIONS / TC:721.02 !! iC•121.21 r .v vy �.'°ZV "� A v v / O / \ JNj ��'� li - m, \\ HANDICAP RAMPS SHALL BE A MINIMUM WIDTH OF 48-INCHES AND SHALL NOT HAVE ANY SLOPE EXCEEDING 1:12(V:H). SPECIAL ATTENTION TO DETAIL IS REQUIRED IN CONSTRUCTING HANDICAP RAMPS IF RAMPS ARE NOT CONSTRUCTED MEETING ABB `ATCH � ,'j'- - 7 \ -\ \,\ \"� \ SSC_" REQUIREMENTS,THEY ARE DEEMED UNACCEPTABLE AND SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REPAIR OR EXISTN /T� / :MH' l'2'` /rs+ rB�:i20.66` I`, ,`/>�+ i:+- \ \\.\T\\,\�\\`*\ �\ RENSTALL / i © RM=120.00 1,9.3 CONCRETE PADS YCy) � 1 1. _ TCI a + �� , TP \ \ \\ \\\\\ \�`` THE FOLLOWING SPECIFICATION APPLES TO THE COMPACTOR PADS.DUMPSTER PADS,AC PADS,GENERATOR PADS,EM(IF ANY ARE _ REWIRED). SIZE AND LOCATION IS SHOWN ON THESE SITE PLANS. WERE CONCRETE PAD ABUTS ASPHALT,THE CONCRETE PAD + \\\ .1 \ '� O +110.88 - / v'.\ I C\ rix { ��+ J I �\ \�. \\� \y\\�`=\\\ 1 SURFACE SMALL BE FLUSH MTH THE ASPHALT WITH NO BUMP OR DIP- THE CONCRETE PAD SHALL BE 8-INCH THICK FORMED O e 7�. I I / 3.8% �$' iQ21.53 (�I / d 1 BC 121 14158 \� nlCi'�, T l+t �y (POURED IN PLACE)PORTLAND CONCRETE CEMENT WITH 4'x4"WWW. THE SUB BASE SHALL BE 12-INCHES DENSELY GRADED GRAVEL / 119.42 1 - `,+ +- '+V\•i + ;` -_ ++ - \i\ i i (M7.03.0 TYPE B,NO STONES OVER 3-INCHES),COMPACTED TO 98X DO \` i -� l.t, \\\4 1217 "F ' v / , CATCH BASIN \ � \ PARKING STRIPING 00 � ,q ✓,�� RIM-119.66 µ \\ pl' �' \� � THE SIZE FOR A STANDARD PARKING SPACE IS 9-FEET WIDE x 19-FEET LONG PER CITY OF SALEM SPECIFICATIONS OR AS SHOWN -121 58 i� INV / ON THESE SITE PUNS) THE SIZE OF A HANDICAP SPACE SHALL BE PER ARCHITECTURAL BARRIER BOARD$PEgFlCATIONS 8-FEET x ;�i 1 . tl - t21 L6 ^, \ /\/` 'Tk �\ ✓ r y / 19-FEET WITH A FOUR FOOT STRIP NEXT TO THE SPACE DESIGNATED NO PARKING. 1 +179.18 . ALL STRIPING SHALL BE 4-INCH REFLECTORIZED WHITE PAINT. (13 / MATCH -nk --,"1 lY` F '� - A HANDICAP SIGN R7-6 SHALL BE MOUNTED ON A METAL POST PER',MASS.HIGHWAY DEPT.SPECIFICATIONS FOR EACH HANDICAP EI6STING<m� tcy; / / 12L22 .. -'� ° :.`:\ H .L L i Yr).' \\\\ ( ) / 119.46 I( / Be!120.67+ \a N% -•• � \ \ ,9 SPACE. Kn � ,{ /1)^; ,� � j FEE=12{'.60 �nt.0q��.'-`_• ' _:-' '.�' .\\"�\\`•-'""� :\ F, O p RP ip LLYL Z RIP RAP SHALL BE USED FOR SLOPES THAT EXCEED 3:1(H:V). RIP RAP SHALL BE PER WHO M2.02.2(DUMPED RIP RAP). STONES a / A a /,} FIt'D .1 ��Rt� \ I \\ SHALL NOT WEIGH MORE THAN 4DO-LBS EACH. RIP RAP SHALL BE PLACED ON A 6-INCH CRUSHED STONE BED MHO M2.01.4 ON 7' 2] ---�c.� `� TT22t \\ - 'x/ TOP OF MIRAFl FABRIC 140N OR EQUIVALENT),ON TOP OF SHAPED/GRADED/COMPACTED SUITABLE FILL � / // (_ �\ �+120!5 } ''�� _}f 1.a _ \-•_- l � �\ \\ � STRUCTURAL FILL UNDER BUILDING NATOH i / ) '1 ---'+z2- -'--- '�C:122.18+. ,'s �'\ \\'may ` SHALL BE SPECIFIED BY OTHERS NAMELY A REGISTERED STRUCTURAL AND OR GEOTECHNICAL ENGINEER ENGINEER PLDE ASSUMES 0 { / / �p aG� o \ - - , \ .�11 `VE MAN STREET ( / ). / 3 EDOSTNNG y .% / I a{= f _ '' c - `-�\ i'---. - \ NO RESPONSIBILTY FOR MATERIALS OR CONSTRUCTION UNDERNEATH THE BUILDING AND/OR FOUNDATION. 119. T i / ,1 'R ;v{ >v12F-?` 21.03 �a iza__ ti \R _N'/YAPA2.1 LOT 75JQ I O - - t\I " xI1 J'^ // 1 e{ 1 5�� - \ \ STRUCTURAL E L UNDER PARKING (PAVED AREAS) 00 o f`" // T� I `:Y `- \ s ,_I 121 42. `/�(> 1 I - ` I ` \ R,a SHALL BE MHO M2.01.7(DENSE GRADED CRUSHED STONE FOR SUB-BASE AND COMPACTED IN 6-INCH LIFTS TO 95X PRIOR TO $ Y ! Y sa +12138: - �;,: ``/2z-80:12236' 2 I ) O T BC:120.00 120.43 xAI � �_�"-" "� _ INSTALLATION OF THIS STRUCTUAL FILL UNDER PACING,N1 UNSUITABLE MATERIAL SHALL BE REMOVED,AND A GEOTEXRLE FABRIC q. 4* ,)a _ \>,� Y. 1 BC:120.ED �`' O� ' t1i'// 120. "--' _ ,4 I 1 ` \� SHALL BE PLACED UPON VIRGIN/COMPACTED/SUITABLE GROUND. ALL STRUCTURAL FILL SHALL BE PLACED UNDER THE DIRECT t - -r2� _ y SUPERVISION OF A GEOTECHNICAL ENGINEER. METOSTING >. / HINT 0.22 f .f \\ �^ ..f, /JrJ()� q -,z,. `'�- ""+` �'(�'+' •, �,�0-1 - / \�� _ '`I ,'/ % tt9b2 // �` \ :✓ g: �a "•,,yx. -12 flFtzt. r 1 \ �.� ' '� / / ,/I CRUSHED STONE SHALL BE USED IN AREAS SHOWN ON THIS GRADING h DRAINAGE SITE PLAN(UNDER THE SUBBASE OF THE PARKING LOT,PER THE / �� I 1 / 1 I DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER). CRUSHED STONE SHALL BE MHO M2.01.1. *� y 120.77 .�r' - ;a Rf,z,--e. +121. .03 xBe; / ,zaeo I `( � a � / ` { ^Ayw ✓# a ----„y--I- ' \ �, '1 /,,;» +,zaz L0 C A20.33 Ii +121.4, * :a , \ { i / BC:120.91+ / --�--- ---�- F�N U 4 �O / \„\_ :± :srrr. 0. 1 ::� •'� 120.68 \--asfICz t i f _ t /r I/ PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY / � � I 1-`12 I _ LUY^20.5? .� / / 1 1 \ \ !' f•' +BC 120.61 I :{.OX 120.60 \ I ti^'a e) I Lp / /' 5 S/OS/OB COMPLIANCE REQUIREMENTS PER CITY ENGINEER Q a I\ I .} �t f 0.%a �, I e -]--- I ! / w ey i/ ,y' �� Js 4 7/20/06 PER PLANNING BOARD CONDITIONS OF APPROVAL INSTALL- �� �\ y '+{ 1 ;f ; I I If '�' /// S``` T -Y 3 6/26/06 PER FIRE SAFETY DEPT.APPROVAL WATERPROOFING ON - 1 y^{i I / i •'+-,""X ', L T IAN �S f .' f /,' / _-+.,•' -Z PAT 0vvICZ 2 6/14/06 REVISED LAYOUT: PUNNING BOARD APPROVED 6/15/06 Q � EXTERIOR WALL � \� 120.70 ; I 1 O • / oma.. r ooc..lo eox comm>o.l ocao�v o�we I TG 12110 / / 'N�` I.,`" / 1I ( BC 12^ /+TC:T 2.SB �- p O IVIL y 1 5/23/08 ADDED MASS HIGHWAY BASELINE 121.20 ` 120.38 \ t' { 'q,V��,, L / 1I � .� y l./', / l c.J N0. DESCRIPTION •• REMOVE CONCRETE LEACHING BASINµJ `....\ \ \ d•11`� '*! ) I / I% 1/'I`.. I/ •fir 1 jyy MYIIAN SIRE ��j, �O 0 / `Ta RIM-1120," .. �- \ 4`12 v 1 4. --------\ /, ./ 9 /S T SITE PLAN dB' � / LANG OWNERS UNAN WN STA• .' `f HATCH EXE �. _ \ i 9 120.35 / I,, / .`.// / MAP Z. LOT 16 I SS/ N�\� "50 '< 471 HIGHLAND AVENUE 12a4z :,,, �A 6�., I•� I I I I - l NAL ,� °°tom°° ' -+��� GRADING DESIGN z / N/F MALONE FENCE CO., LNC. CATCH BASIN .,� -� I + / / / MAP 2, LOT 12 RIM W , > _ BC:120.95 MATCH H 121.10 \-i. \, •/ �•- �� i 5'f / / --- qq V` ,� MATCH E%. ,..J �•.,.. - - - / 121.27 \ \>. /! �''"MF BC:121.45 BC,121.55-1 1 / I • MOST CORPORATION II_I LEACHING BASIN 472-- \ y? f BC:120.11 / I / / /./'^126.5 STE CONTRACTOR TO REMOVE EXISTING DEBTS AND ,d Q a ) � / RIM-120.25 �r�`�., +TC}2. 1 / ' INSTALL LANDSCAPED SLOPE,PUNTED WITH CORP O / CATION BASIN/1I- �� l\ \'. gC:120.29 i', "^1? 1 ! ry 1•f/ EVERGREEN GROUNDCOVER(MULCHED)MAXIMUM RATE OFFICES 0_ -n1r- ®' t" RIM-120.11 \ /� x\ .,2 i 1�11I r ( ) at C �__ I TG`120.61 \ ^�" ; ., ROPE-3:1 H:V j Nz Sr5Ho Ex. ` ti\+c:,2o.79 �\,; �� 1 a ca A��fpR ,\ \ ,',. #469 Highland Avenue 4- ?\ `I s 1''MATCH Ex Salem' Massachusetts ' `\ ' I I i ' U) / - 121,90 Date: April 18, 2006 U �{ _ / ✓{; PLDE#05-25 Scale: 1' = 10' Sheet 5 of 7 W Land Owner: MOST RE, LLC c/o Mr. Pavel Me n, B Maverick Court, Marblehead, MA 01945 O ;r #3 WYMAN AVENUE v�' - A Q_ .iJyp '+/ MAP 2, LOT 1S /I \�'z�f,____ // fa T _ PATROWICZ _ '�• i LAND DEVELOPMENT ENGINEERING 14 Brown Street, Salem, MA 01970 Z -` / > Q (978) 836-6400 THIS PIAN HASJ REDUCED FROAT :I`ITE ORIOIM4L. ME SCA 1,1"' UP' III ik; PLAN IS: „ - 24.DIACOYER FINISHED GRADE TO BE LETTERED DRAIN GRAPHIC SCALE / i/„�i ii i�/i/ WITH 3"LETTERS FINISHED GRAD E 'vo MOR'�.AR CAP CROSS COUNTRY 4"LOAM AND SEED UNDER PAVEMENT ,o o //i,/r///'/,i ,\ ��... -3-5 COURSES OR APPROVED SLOPE / + /'�///%�/ ` ' MORTAR CAP MORTARED BRICKS PROTECTION SURFACING OR RESURFACING ! �/�„�///, �/ CROSS COUNTRY AS REQUIRED. , ,� /,ri 24• '. ( IN 1�EEL') / +/r;// -3-5 COURSES 8 OPENING NOTES: UNDER PAVEMENT +//+ // i MORTARED BRICKS 1.FRAME AND GRATE TO 4'LOAM AND SEED- '/ r'// BE LE BARON LF246 OR APPROVED SLOPE. 1 inch 10 tt l /t+/,/r/ / -+8'' g - SQUARE (FOUR FLANGE) PROTECTION , -ROAD BASE(GRAVEL) / %, / / 24' s ( ) AS OR RESURFACING NOTES: cl. +a AS REQUIRED. •SPECIAL BORROW / 'l„�,,It', OPENING 1.FRAME AND COVER TO ��,p L BE LE BARON 1_202 FOR / i °1 � S'NNS 2.CATCH BASIN HOOD TO EARTH �£a 0 COMPACTED IN ! tI/ri,ll 12•AND 15- DIA.PIPE. / /, 6 - CRMO BASE(GRAVEL) (��i '/ F BE LE BARON LA 246 COVER j b 12"MAX LIFTS / /lI/'����/j �N H 2 PIPE OPENINGS TO BE 3.SET FRAME IN FULL BED \�..�p sn-6b (SEE NOTE) MDPW MI.02.O ///tt/ /�/ PRECAST IN RISER SECTION. 48'ft'dA OF MORTAR.BRICKS �/' _'b -'R SPECIAL BORROW /,+,+ / 3.SET FRAME IN FULL BED -� ORDINARY BORROW ` --3 X PIPE OUTSIDE DIA. / ' [P. 'l fq l (3-5 COURSES)MAY BE EARTH - COMPACTED IN COVER �� .rw 12"MAX.LIFTS OR S-6'MIN. l OR MORTAR.BRICKS USED FOR GRADE Q COMPACTED N 48"t 1"DIA. 3-5 COURSES MAY BE uu77 - 12"MAX LIFTS '% I,li/tt/ rn USED FOR GRADE u1 �,f ) MDPW MI.02D .. ', F I ADJUSTMENTS. (SFE NOTE / i //lII ADJUSTIAENTS. 4.MORTAR ALL JOINTS --J%PIPE OUTSIDE DIA MDPW NI.01.0 DURAFlLL WHEN LESS THAN 18-COVER) / +' a US' ORDINARY BORROW "' ••;' _ "v: ( ) / �i'i+//Tit F STEPS 4.MORTAR ALL JOINTS > 5.PROVIDE Y OPENINGS ' - �, OR X-6"MIN. 12'MN. yrr ,�: OTHERWISE.USE 3/4'CRUSHED STONE BACKFILL `/ I K -- FOR PIPES WITH 2" COMPACTED T _ _,_� • .�+ STC.EEE999f11 �ii'r',i�r ,� 5.PROVIDE V'OPENINGS uy{5 HOOD ORNN CLEARANCE OUTSIDE 12"MAX LIFTS r c- 12"MN. , 6 + 5"MN. 12"0. FOR PIPES WITH 2" 0.- ` 71_ ii/'/i, u I^i ¢ 1"CLEAR p�E OF PIPE. MDPW MI,01.0 Y•. .,, - TYPE"A":DURARLL X00 d^,ry/ CLEARANCE OUTSIDE y SPRINGUNE / far tii/i`/ PROVIDE MIN.0.12 SO. 9"MIN. .'A��.'••�� TYPE"B":SAND BORROW /' /1`/ �/ P, rn OF PIPE. IN.STEEL PER FOOT '�' II MHO M7.04.0 III ° 1'CLEAR S.PROVIDE MIN.0.12 SQ, i (VERTICAL)AND PLACE 12"MIN. ll /ir l IN.STEEL PER FOOT 12"MIN. r +/ ''i'i'A", pp Y SFE NOTE 7 PER AASHTO M199. - 18'NIN. .••l - ,+ ///i i (VERTICAL)AND PLACE SPRINGUNE '& 7.CONSTRUCTION MATERIAL PER AASHTO M199. �. T-I ••• ��♦ / /'` 'll�ii i'i 7 7.CONSTRUCTION MATERIAL 5"ABN. FOR STRUCTURE TO 'SHEETING CRUSHED STONE(3/4-)BEDDING ` ' / /''I FOR STRUCTURE TO CONSIST OF CONIC.BLOCK ••1 -�8'MIN. AS REQUIRED AVll�ty / ` j'//i i` SEN IN MORTAR OR PRECAST B'ItlN- - - ' \\m\U\\\y\\'\\'\\\7'y� / \``\ / // / A� SETIN ORTARNOR PRECAST CONIC.WITH A 2B DAY IN EARTH �/ ` /r r /�// / PIPE CRC.WITH A 28 DAY COMPRESSIVE STRENGTH SHEETING //// / 2"CLEAR OF 4000 PSI. -III CRUSHED STONE(3/4")REDOING IN LEDGE DIA. '/ COMPRESSIVE STRENGTH AS REWIRED / r 30"MAX. OF 4000 PSI. S.Left*.^ 8.INSTALL B-FOOT LONG NOTE; �� / l w ( DIA.PIPE J B.1-#3,BAR AROUND - _ VGC GRANITE THROATSTONE N EARTH t.INSTALL PERFORATED PIPE(CORRUGATED INTERIOR , i i / / alv OPENINGS FOR PIPES '' .. ,. AT EACH CATCH BASIN. N�� HANCOR SURE-LOK BLACK POLYETHYLENE PIPE)SO THAT �\ �!/ // + / 18"DIA AND OVER,1' I_•'- _ _ _ _ TT'"T(I IT IS FIRMLY SUPPORTED FOR ITS ENTIRE LENGTH.PIPE •�) �/ / '/ / i/ / COVER. -III III-III Ill_III-) I_I I I-111=T NOTE MATER IAL$PIPE BEDDING.BACKFILL AND CONSTRUCTION 7 f/�'//'�/ j 9.STEPS: STEEL REINFORCED - 1.INSTALL PIPE SO THAT IT IS FIRMLY SUPPORTED FOR SHALL MEET N-20 LOADING REQUIREMENTS. ,y/ l 'r r l i - COPOLYMER P0.7PROPYLENE FIRM STABLE 'S 5'MN.a X3/4"CRUSHED STONE,8'MIN.DEPTH. ITS ENTIRE LENGTH.PIPE MATERIALS,PIPE BEDDING, / // CEMENT CONCRETE- PER ASTM LE BARON SUBBASE MDPW M2.01.2 BACKFILL AND CONSTRUCTION SHALL MEET H-20 LOADING 2 FOR EARTH COVER LESS THAN 18 USE DURAFlLL )I!/r/ / / CLASS"A' NO.1_115. PER GEOTECHNICAL ENGINEER SPECIFICATIONS REQUIREMENTS. CONCRETE CONTROLLED DENSITY BACKFILL '�'"%/ i -' " � `'" ' PRE-CAST CATCH BASIN DETAIL 2.TYPE"A"; FOR EARTH COVER LESS THAN 18",USE L t - _ ISI- 3.FOR EARTH COVER GREATER THAN 18": USE CRUSHED ,\ 1 7 f/ 'j f / + I + ---'I I III I I-III-III- DUCTILE IRON PIPE WITH SAND BACKFILL(ABOVE STONE(3/4")BACKFILL. /v _// y / /(/, /+ / SPRINGUNE FIRM STABLE -3/4"CRUSHED STONE,6"MIN.DEPTH, )OH USE(ABOVE SP CONCRETE CONTROLLED + + DENSITY BACKFILL(ABOVE SPRINGUNE)WITH SMOOTH SUBBASE MDPW M2.01.2 PER GEOTECHNICAL ENGINEER SPECIFICATIONS INTERIOR RANCOR SURE-LOK F477 BLACK POLYETHYLENE DRAINAGE TRENCH SECTION O PIPE BEDDED IN CRUSHED STONE(3/4"). \ �� 'lil,l , , I FOR PERFORATED PIPE "` '1'" / 1 PRE-CAST DRAINAGE MANHOLE DETAIL INSTALL TWO DRAIN MANHOLES 3.TYPE"B": FOR EARTH COVER GREATER THAN 18",USE I �`I`+q l i t I 24"DIAMETER MIN.(SHOYM ON PLAN) CLASS 3 REINFORCED CONCRETE PIPE(Oft EQUAL)BEDDED >•3y�' I' +�W ( t t 1 'T,�t To Scale (DESIGNED FOR H-20 LOADING) IN RUSHED STONE(3/4")TO THE SPRINGUNE,THEN S'T\#O '�Cz\ CONCRETE AND/OR BRICK RISERS BACKFILLED WITH ASTTA D2321 CLASS 2 SAND BORROW `` O '4• \- , / / r 11 ! M1.04.0 TYPE A(1/4'MAX.PARTICLE SIZE)PLACED AT MORTAR IN PLACE OPTIMUM MOISTURE CONTENT,COMPACTED TO 955 STANDARD PROCTOR DENSITY IN 6"LIFTS. 4,ALL CONCRETE PIPE JOINTS TO BE MORTARED SEALED. PROPOSED PAVEMENT DMH RIM=APPROX 9"60 -0 SUBGRAD H-20 PIPE COVER-14'3 COMPACT DRAINAGE TRENCH SECTION TLEACHING E1H.IEV 8.87AMBER v\\�\\\\ --- H-2D LOADING ' / r �� ' ' / i'i// /I I 1 I• /( / O O O O O O O O O O O MINAE 1FANRIC TR OF PIPE ELEV-&43 O O O O O O O O O O 0 d ( ) TYPE"A'DRAIN PIPE u O O O O O O O O O R (SEE TRENCH DETAIL) ( 0 � 0 Q � G 0 Q Q 0 (a I- ,' INV ELEV=7.28 O O O a O O O O O O a NOTES:1.FR I III 24' 1.FRAME AND RATE TO LEACHING CHAMBER _ . --- BE LE BARON OI 263-2 BOTTOM a a a I-I I OPENING 2 MORTAR ALL JOINTS ELEV=7.20 X12, e m 3.PROVIDE V'OPENINGS DRAIN FOR PIPES WITH 2" O / 1 , 1 \ , +` \ \ ^ • < < _ PIPE CLEOF ARANCE OUTSIDE I 'I \++ ,++ )) `1 ,` 1`1 `, \\ . - • - nd.a I I-III •e- 4.PROVIDE MIN.0.12 SO. L p/ ` SIRE BED "' °_ III IN. RTIC PER FOOT ry ``�\ \ \\`` BOTTOM - CRUSHED STONE 2"DIAM.- _ a a I I I-III (VERTICAL)AND PLACE ElEV-6.20 III C \ LEACHING BED FOR INFILTRATION PER CONSTRUCTION M7 A / SURROUNDED IN MIRAFl FABRIC I-�I- I -IIT-1 I-I �I I 5.CONSIRUCTIR MATERIAL 48' 1'DIA FOR STRUCTURE TO #7167 HIGHLAND AVENUE SEASONAL HIGH - - -I I I-I I I-I I I- CONSIST OF CONIC.BLOC( lYY7 ` �$yI< � �V/F A.Z.+RELATY TRUST ROUNDWATER ELEV-1.53 - _ SHEA MODELJLE-FDS(H-20)PRECAST LEACHING CHAMBER - -III- SET IN MORTAR OR PRECAST / 00 1 CONC,WITH A 28 DAY 1 `1 I ,YAP 2.,LOT 11 DESIGNED TO CATCH E ROUND R RUNOFF AND ALLOW FOR INFILTRATION INTO THE ROUND TO RECHARGE THE GROUNDWATER COMPRESSIVE STRENGTH AND REDUCE RUNOFF FROM 1}RE PROPERTY 6.CATCH BASIN DESIGNED AND OF 4000 PSI. (, I 1� BUILT FOR H-20 LOADING. 4 r 0 a �js 1 �:-w^w A y¢p LEACHING CHAMBER DETAIL 5-MIN. 7.SEE BLOW UP DETAIL BELOW "V CF l \ \\ \\\\~� `\• MIN. EXISTING DRAIN LINE TO BE USED AS AN OVERFLOW PIPE;FOR STORMS GREATER THAN \� \�\\`\\�`\\� , `'- •. _ ,y2 (`'CY`7 THE YfY YEAR Z4-HOU_R DESIGN STORM. \\�� \\\\� \\\\\ \ �.\ " \`KI__..... _ •.- _ .. -. _ .I:.� Q \�\\\ IF Q41 J/ 1 / I, \\ \\ 3 4 RUSHED STONE,e'MIN.DEPTH. \ \,\,\ OPERATIONS & MAINTENANCE PLAN SUBS ASEBLE / A, �^///��\) \ =$ �. \ \ \ 1 •��, /3 I MDPW M2.01 E V 7 s, / / 1 DMH#7 -Iza ! \ `� "bs `1i \�F1,�\1�?>�yzfil\�\\\\�\^ \ THE CATCH BASINS SHALL BE CLEANED AT LEAST ONCE EVERY THREE MONTHS AND FOLLOWING SPRING THAW AND LATE PER GEOTECHNICAL ENGINEER SPECIFICATIONS `` y Q / ,r RIM=120.00 i \\ S\P�\\ti^�\\\\�\\ \ AUTUMN. THE LEACHING BASINS SHALL BE CLEANED TWICE PER YEAR,FOLLOWING SPRING THAW AND LATE AUTUMN. THE C / / ''�,`/ INVqut=717.80(EXISTIN� r �=t �` ��1?\1?\\\�•I.\\\��\\��\ \ 111E DRAIN / INVin-117.25(CB�6) � �\\ �L `� \\�\�\\ `�.\\\ �' \ \\\ FUNCTIONALITY OF THE LEACHING SYSTEM WILL BE GREATLY JEOPORDI2ID IF THIS REGULAR MAINTENANCE IS NOT PROPERLY Y y I b12'RCP Y'r` INVIN-117.00(OMHpS) \` Y` \?., \\ \\ \ \\ \\\`v\ PERFORMED. LE BARON LP 263-2 1.05 `, \ `' CATCH BASIN RIM AND N O l / GRATE CAST DIRECTLY / + �\� Nro HE Fur roP 2- BY MANUFACTURER y Sj,4 `tv S� / '��L I ® \dE�. \:• ,1� 1`( \� ••»� ,y���'`;\�\�`�`\\\ \�. PAVEMENT TOP COURSE 1.5' / / 0 ..,.[ ` /I 3.EX../ Rt{' `� `\�\'•'�3'.i '�r-'\�12F•�.a,�R J� \` ^`; \\�\\\�� ���\� ���( BINDER COURSE O� BASIN _$F .SEE DRAINAGEFLAT-TOP /d .. .x )'-____Co 3 RIM=119.66 1 �_ �:�` ; - `•\` \�,`� \\x\ i /��\ {//��/ TRENCH OLTAL FLAT TOP Y /CATCH INV -117.38 \ __ \ \�`\Y'� / \�P R V V E D REIN D Y 1 1: .5��_��`� 'ate ... \ \\'\\ y4�\' �'�' _- _ , PRECAST -p e O 1 ,, _�\v;py -_` y \�"i A\C+��\ CONCRETE \ u `` \ dm/-'7 1 /ti M // ,-_'_ yam.-'_';• _ = \ `��,�\^ \\ ITE- I `B DRAN PIPE LLI Q .}. 4 - - _ - - -- r\ '-�za---�^ _ -f \\ \ \l _z REINFORCED PRECAST 1 r ``^ \\ CONCRETE BASIN / ' L Q ./ \ ... / i. 1 �,Ty\ �•`..-__ 1 +z.5'1' \ DESIGNED FOR H-20 \ - -- - --- __ \ X11 IfYYAN STREET LOADING iQ j 1 (.. \ _ `- *o4 DAVID DIMSIO T \ ,. ... 7''�1'` ' , -_ --- - YAP 2. LOT 17 06 C? low / / fig f, I r3` /., ( - `� t�,/\ _ 1 ..... \ \ / �- C �\ . , \,\ �%,� I _ - - _� \I' SHALLOW (FLAT TOP) 00 STC, 4*� ` z• \ y CATCH BASIN DETAIL CD Nm ,N a l J (f p'? 12 0\:\_ MCIS71NG STALLED:MA,2005)CRUSHED STORE BED(2r Sn NES PER Jq,INC ,1 1/• /,.' /; j� PLANS NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY O / / DS �.(GPIE NRCAL,DO S),APPROXIMATELY 10,3D0 SF�3-FEET AVERAC.4 DEPTH. LL1 ( RIM 120.22 a \ \ �i A 3roC / / ^ i 5 8/08/08 COMPLIANCE REOUIREMENTS PER CITY ENGINEER 1 INVout-117.55 Q / / R /'y ) _ - \ %.1 / / 4 7/20/06 PER PLANNING BOARD CONDITIONS OF APPROVAL INVin-1n.00(LB;Fz) ).. -�� / i �� .v 1 / / ;1 `N, OF A4,4 i NVIn=117.00(LB4) ,�\' ss+ 3 6/26/06 PER FIRE SAFETY DEPT.APPROVAL 2 6/14/06 REVISED LAYOUT: PUNNING BOARD APPROVED 6/15/06 \� PATRO IC2 n Q �" ,�...\ 1� - ; ) !M 'I"+ /� // /j -j SCOTT IAN SG 1 5/23/06 ADDED MASS HIGHWAY BASELINE Tw / / o...w.r ooM,w Mm,.°.m..crw e.wxy o.we ,I{ "�'._ "i - \1.071 }} .- I,( _ - ��I / / /; O CI\/I m N0. DATE DESCRIP77ON - \ LEACHING BASIN/4 ' T+ 1 / / ( 9 WYJYAN STREET 9 N 656 RIM=120.44 f - _ / / .\�'�� LAND ONNERS UNENOIFN ,INVout=117.28 - �'^: .( a / a � ' # SITE PLAN rn =nzoo ' r / f A � ( 1 NAP 2. LOT 16 /S EP �Q v STA,3+5o #471 HIGHLAND AVENUE \ // - ; iN `NG\CSF N/F MALONE FENCE CO., INC. 51_2 DRAIN CATCH BASIN ' \. a DRAINAGE DESIGN z YAP 2. LOT 12 (1E'RR) RIM=120.38 •... `�`' ' _.1 i. '/ f J / l i z b 2.oft INVout=117.10 / ! i for LLJ � II '-/7.h-` \\�` ' \ _• `'\ � + ��\ _ /,-�!! // , l //'�,%//ti/ /'-- --.. �� � % MOST CORPORATION 11_I f ------ - LEACHING BASIN/2 > j_ I INVIn-117.00 M�«t°�.� 6LFDR)N -- ;��1 CORPORATE OFFICES --------nes-- ® 1 ( ) \ �'-`` \ `r?\ \ C'.. 1 L / COMPLIANCE __ �� �t ,jI #469 Highland Avenue i '------ O 205 THE FOLLOWING COMPLIANCE REQUIREMENTS ARE PER CITY ENGINEER: CATCH BASIN/1 - FLAT-TOP ONCE THE(PROPOSED CONSTRUCTION)WORK IS COMPLETED,AND PRIOR TO A SIGN OFF FOR OCCUPANCY BY THE CITY ENGINEER. RM-120.11 ♦ / I Salem Massachusetts THE FOLLOWING MUST BE COMPLETED: INV -117.12 \\ \ � ��/'+'// f / Y Date: April T8, 2006 `I 1. AN AS-BUILT DRAWING STAMPED BY THE DESIGN ENGINEER SHOWING ANY CHANGES TO THE DESIGN DRAWING AND ACTUAL \ 1- r t /l jPLDE/R05-25 Scale: 1' = 10' Sheet 6 Of 7 WORK COMPLETED,THIS AS-BUILT DRAWING SHALL BE IN AN ELECTRONIC FILE FORMAT(AUTOCAD.DWG AND/OR ADOBE PDF) r'// SUITABLE FOR THE CITYS ACCESS AND USE. ' // U � � .� //;';';!/ %� Land Owner: MOST RE, LLC LU 2. A COMPLETED DEPT.OF PUBLIC WORKS DPW TIE CARD FOR WATER SERVICE(S). - I I L- ' //'/ /' I OHO Mr. Pavel Menn, 8 Maverick Court, Marblehead, MA 01945 (DPW) #3 WYMAN AVENUE '`.It'/ ; U / S. A CERTIFICATION STAMPED AND SIGNED BY THE DESIGN ENGINEER,STATING THAT THE WORK WAS COMPLETED IN N/F MALONE FENCE CO.. INC PATROWICZ MAP 2. LOT 1S + _ // I SUBSTANTIAL COMPLIANCE WITIi THE DESIGN ORAMNG,AS WELL A5,ANY SUBSEQUENT CODE REQUIREMENTS BY THE CITY I �\ ' / I ENGINEER. -- _�---_- ~'/j/ I LAND DEVELOPMENT ENGINEERING Q j / /; 14 Brown Street, Salem, MA 01970 z / -% ! (978) 836-6400 Q J I EDUCED FROM Th-E, ORIGINAL. 11-1E SCA 1,N OP t 11151'I.AN IS: LEGEND GENERAL NOTES GRAPHIC SCALE !� i ,o m Na 17 1 ./ 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 2,LOT 10.PRESENTLY THERE ARE NO BUILDINGS ON-SITE. q• 8y, + , \®\CATCH BASIN \ 2. LOCUS EXISTS ENTIRELY WITHIN A BUSINESS(B-2)ZONING DISTRICT AND AN ENTRANCE CORRIDOR OVERLAT ZONING ' DISTRICT. THE FOLLOWING ARE THE DIMENSIONAL REQUIREMENTS: y + /• \DRAINAGE MANHOLE (� FEET) i ST 4• //F{ '// /,•r- /ll/ inch= t0 ('L ri q�y 3r r t . (-/�/• }. MINIMUM LOT AREA-12,000 SQUARE FEET =gym-DRAIN PIPE "too // N`+ nJ/I / / MINIMUM LOT WIDTH-100 FEET MAXIMUM LOT COVERAGE(ALL BUILDINGS)=25 PERCENT TBV TO BE VERIFIED BY THE SITE / ` l // y h F - Y CONTRACTOR PRIOR TO , r , �/ !..:C,,n„/-_ .� MINIMUM DEPTH OF FRONT YARD-3C FEET CONSTRUCTION FOR LOCATION, dp ,v /%' MINIMUM WIDTH OF SIDE YARD-10 FEET SIZE,RIM AND INVERT ELEVATIONS ///' MINIMUM DEPTH OF REAR YARD 30 FEET / r/r_ MAXIMUM HEIGHT OF BUILDINGS-30 FEET / TBR TO BE REMOVED '� ' / / - //",f Ij4- MAXIMUM HEIGHT OF FENCES/BWNDARV WAILS 10 FEET ,q /// TR TO REMAIN %' , i' T/ PARKING DIMENSIONS FOR ANGLED SPACES: 9'WIDE x 19'LONG(17'PAVED+2'LANDSCAPING) ? Y X `F. PARKING DIMENSIONS FOR PARALLEL SPACES: 9'WIDE x 22'LONG(20'PAVED+2'LANDSCAPING) �,,,1I�����,,,1 HANDICAP RAMP / % ///,[r// r A / I=( SLOPE-B.O7i) � / / / �/iV_^r/ PARKING AISLE WIDTH-24 FEET =. :T PER ABB SPECS j // f,r r PARKING SETBACK FROM PROPERLY LINE(RIGHT OF WAY)=5 FEET / PARKING SETBACK FROM PROPERTY LINE(OTHER PROPERTY ONES)=2 FEET VCG* VERTICAL GRANITE CURBING CC CONCRETE CURBING BLL BFIUMINWS CURBING 3. PROPERTY LINE AND TOPOGRAPHY PER ACTUAL ON-THE-GROUND SURVEY BY NORTH SHORE SURVEY CORPORATION, EC EDGE(IF PAVEMENT(NO CURBING) Wqy'' r y i MARCH,2006. SGE SLOPED GRANITE EDGING ;' � r'.( ,' Q /// ELECTRIC UNE(TBV) ,/` ` �',t ' ,' anlrtil CABLE TELEVISION UNE(IBV) ' I 4. ELEVATIONS SHOWN ON h115 PLAN ARE BASED ON NGVD OF 1929 SURVEYED FROM A PERMANENT BENCHMARK FOR -rs WATER UNE(TBV) // //� F / I ,1 VERTICAL CONTROL SHOWN(NOT SHOWN ON THIS PLAN). • WATER GATE(TBV) HYDRANT1'_ !' - TEMPORARY BENCHMARKS SHOWN ON THIS PUN ARE BASED ON NOW OF 1929 AND HAVE BEEN SURVEYED ON THE SITE S / /f/ ` •� ._.=_a•s'_SEWER LINE(TBV) �/ \„f•� 777 - yf ,- Y/ ;f_ BASED ON THE PERMANENT BENCHMARK REFERENCED IN THIS NOTE AS FOLLOWS: 5pTSM#I; ELEVATION-119.96 MIN SET • O \. / • / Ltlt ' a _ 4 IBM}2: ELEVATION 12.06 DH SET SEWER MANHOLE STRUCTURE S`,,p. I ,I OYIIRMEAO'MIRE y� `�\/ - r( ) 1„ ,,' � TBM}3: ELEVATION-119.2.2MN SET EXISTING UTILITY POLE WITH $j `^� / / ' OR WITHOUT STREET LIGHT '9• ° //'{ / 5 pia' 1 y v ' 5. THIS PLAN DOES NOT SHOW ALL UTILITY LINES(AND/OR UNDERGROUND CONDUITS)SINCE FIELD SURVEY WAS i,' `SY-,SD �• * PERFORMED ON VISIBLE ABOVE-GROUND STRUCTURES ONLY. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY ONES FF E FINISHED FLOOR ELEVATION r \ O , //j/ ) v d i'< < ' -I SHOWN ON THIS PLAN ARE APPROXIMATE BASED ON THE BEST AVAILABLE INFORMATION GIVEN TO PLDE AT THE TIME OF FBE FINISHED BASEMENT ELEVATION `\, THE PREPARATION OF THIS PLAN. PRIOR TO ANY SITE WORK,THE 577E CONTRACTOR SHALL NOTIFY DIG SAFE AND VERIFY EXISTING TREE • / / x It E ! LOCATIONS OF ALL UTILITY ONES ON THE SITE AND ADJACENT TO THE SITE WITHIN THE AREA OF THE SCOPE OF WORK. /3T (l,' ,.y' �V „i, PRIOR TO CONSTRUCTION THE SITE CONTRACTOR SHALL VERIFY(AND/GR DETERMINE)N1 INVERTS AND ELEVATIONS OF =PAINTED'NO PARKING*AREA 111��� 7 � ,� , I' // T v ; + ' , PIPES(THAT ARE CROSSING ANY PROPOSED UTILITIES)TO INSURE THERE ARE NO CONFLICTS WITH EXISTING UTILITIES. k?Z O /}� ' r / ” Aqg I' ADJUSTMENTS TO THIS PUN IF REWIRED SHALL BE PERFORMED BY PLDE WITH CLIENT WRITTEN AUTHORIZATION AFTER ; a SPOT GRADES PER ACTUAL r / / �S :- // ' //'J~Y,4 y `-.•` ( ) ( ) ~ r = ON-THE-GROUND SURVEY - I /:/i r r i I,{ / 4.. NOTIFICATION FROM THE SITE CONTRACTOR BASED ON ACTUAL FIELD LOCATIONS OF UT%JTES. PLDE IS NOT RESPONSIBLE , TEMPORARY BENCHMARKS FOR a , ' / f / p'V 1r / �'. i '�{ (OE LIABLE)FOR ANY UNAUTHORIZED(BY PLDE IN WRITING)FIELD CHANGES PUDE IS ALSO NOT RESPONSIBLE(OR LIABLE) iTBMN VERTICAL SURVEY CONTROL ,� // !� ' r ' +1. t - FOR ANY BROKEN(OR DAMAGED)UTILITY LINES BE1=0RE,DURING OR FOLLOWING SITE EXCAVATION/CONSTRUCTION. EXISTING CONTOURS OF 8 E /, ,4 I , I,. 6. ANY AND ALL CONSTRUCTION METHODS LL MATERIALS AND INSTAARCNS/DEMOLITICNS SHALL COMPLY WITH ALL LOCAL b 4 26 EQUAL ELEVATION / \' II/l / / / / / rf / �`t AND STATE BUILDING CODES,LOCAL PUBLIC WORKS DRAIN LAYERS MANUAL(IF APPLICABLE),LOCAL DPW/ENGINEERING DEPT, / � O � /// ti —ur— SEWER LATERAL(PRESSURE LINE FROM HOUSE) r O Y r 1 /) , i' / / '1 , t'j."f r SPECIFICATIONS AND CONDITIONS,MASS.HIGHWAY DEPT.SPECIFICATIONS,AND GOOD ENGINEERING/CONSTRUCTION PRACTICES (TBV) FOR SOLID/PERMANENT AND AESTHETICALLY PLEASING CONSTRUCTION. AS PART OF CONSTRUCTION,IT IS THE / A //• 'y L tR ; t I Il T RESPONSIBILITY OF THE SITE CONTRACTOR TO RECTIFY ANY DESIGN DEFICIENCIES FOUND ON THIS PLAN BY THE -->'r— COMMON FORCE MAIN SEWER(TBV) 4r '>(� 1 c - ) " �'{ ,L \ 1 i j }y� CONSTRUCTION OF ANY REQUIRED IMPROVEMENTS TO COMPLY WITH LOCAL/STATE BUILDING CODES,MHD SPECIFICATIONS AND 13 TRANSFORMER AREA INCLUDES TELEPHONE a4 I 'A - < `* t t 1- L ,' 1 / �\. 1 , ` ABOVE MENTIONED REQUIREMENTS FOR CONSTRUCTION. AS PART OF THE CONTRACT FOR CONSTRUCTION,IT IS THE GRANITE BOUND SET , / !I •., A.C. AIR CONDITIONER(ON CONCRETE PAD) € ! ' O / :` 'jl� / V 4 l\ P \ " `' ' \ '. \'( RESPONSIBILITY OF THE SITE CONTRACTOR AND/OR BUILDING CONTRACTOR,TO ADHERE AND CONSTRUCT IMPROVEMENTS IN $T W.STEPS WOODEN STEPS C. Fr /a'., �' 1 ` ,t , `' h ACCORDANCE WITH ALL PERMIT CONDITIONS ISSUED BY THE STATE AND THE LOCAL TOYN/MUNICIPAUTY. �"rjx CONIC. CONCRETE STEPS D CONC. CONCRETE SIDEWALK / ,f i , D ASPH. ASPHALT SIDEWALK �' , /' I I( \ - ` + c '�y,` ,pr 7. THESE SITE PLANS ARE NOT CONSTRUCTION DOCUMENTS, THESE SITE PLANS ARE INTENDED ONLY TO OBTAIN THE MB MAILBO% NECESSARY PERMIT APPROVALS FROM THE TDWN/MUNICIPALITY, FIELD DECISIONS WILL LIKELY RE MADE DURING P.T. GAS PROPANE TANK7 ST 1 e$ i {^ .{y a• ` +( fl T, ` ?`,`Lie I \ CONSTRUCTION(BASED ON ACTUAL FIELD CONDITIONS)WHICH WILL SUPERSEDE THESE SITE PLANS OTRASH RFCEPTICAL t `C7! sXOO Z� `\• `/�/V II \. lb` t •/ ,I ,t _•` y GAS UTNE(TBV) / O N►'s GAS GALE VALVE(TBV) ' a //� /� .i-•.,..� \ N ••.+,1 ``', % 1 ' O •${r /�� //` `5r � Y =4,, s7i N tel' h'v \ •� \ \� ` `'1 q• \ Y / ' //' i y •` . //gyp, Y�! 1� ` ``�\ \ a `` z'`� q ` LAta1wG BC ;. _ 111 E gf�i' /.' U/ ly % / 11 '/ '� i , ,\`` ��t`4.1y''' SI\\\`` \�3,2. \ ��•1 \,\ ,' ' w rT . ," #467 HIGHLAND AVENUE STAx - r ------- - Q111' ,( O ,rh �� 10., I - a �� - 1 } s' RIF A.Z RELATY TRUST SO / >\ - M1_.rYAP 2. LOT 11 / // / \ r( r/ STA. `._ // sy °.' )`;• ` o / M`AY� „7 `, ;Y► \\ I '`rte # - ,,r _ '\ :j'• / //'~�F/ �x•`�' `;j \\ \`` {\ l` \�C, t �... az. �`. iYF r TB #1 :Y Q �` p!1 .A' / '/ .'"�'' ,;�/ •':'' \\ `it -" _ vi' /b �•� „-�. .s>�j f1 �+ `/ /^/ ------ - ---' �f°.ts�Cf --- All - s '` \\ ,,r��/* CD ------------ ------------ 00 - ------------------- /{11 'K MAN STREET ��C " "'�_ _ N%F DAVID D!L!S/O �,- j "�'�^.+` - d(AP 2. LOT 17 STA. r ` U' / x00 ,,/. "`o �3y Ip s t 5.U71 • 19 i ;y l ! \ 1 ;y \ Y r' \\1 ' ��}7gg(// CO ae CO i"°/' / `y 'P/ 1 p'\\ 5 ,ad' •''.p4 �k..-x '�'"�' t� O '1 c� 'l ', / /I 1 S NOT FOR CONSTRUCTION, PLANS FOR PERMITTING PURPOSES ONLY to 9 ' ! li•� \�HCFMGI 5 8/08/06 COMPLIANCE REQUIREMENTS PER CITY ENGINEER SIC' IAN 4 20 _ a I/ . \ DO \� • + '' l T C 7 OB PER PLANNING BOARD CONDITIONS OF APPROVAL o ff,• `�' 2 �, ,v a'I 9 WYMAN Sp SCOTT y / / # PATRO ICZ CP 3 6/28/06 PER FIRE SAFETY DEPT.APPROVAL LAND OWNERS UNhA" o1 P Z. LOT 16 O (r`IVI y 2 6/14/06 REVISED LAYOUT: PUNNING BOARD APPROVED 6/15/06 QSjA' 3 TBM 3 f \��\y e `` �a l i No 33 . y 1 5/23/06 ADDED MASS HIGHWAY BASELINE %^ *Sp #471 HIGHLAND AVENUEo0 oa / { 9 O .v N/F NALONE FENCE CO., INCr 'i / F N0. DA 7E DESCRIPTION z NAP 2. LOT 1z i�v I o o 11 9� C/S T �� — _Ixo _ , �N S, r�A�tN SITE PLAN I ��I ter, ��,x '�� 'V vv 1'` / , - -- " - - - - �� ---------" � `� EXISTING CONDITIONS SURVEY ' MOST CORPORATION z 7/;,,,:;�/ \ �` CORPORATE OFFICES "' ' }' `'1' �'' #469 Highland Avenue ' 1 #3 WYMAN AVENUE Salem, Massachusetts N/F NAIONE FENCE CO- INC A Date: April 18, 2006 , , ♦ � , NAP 2. Lor 1s II �, � -_ /,/ 1' PLDE/05-25 Scale: 1' = 10' Sheet 7 of 7 r _. / ! Land Owner: MOST RE, LLC V c/o Mr. Pavel Mann, 8 Maverick Court, Marblehead, MA 01946 PATROWICZ A / ' = % LAND DEVELOPMENT ENGINEERING Lli y.$ ' %::� 14 Brown Street, Salem, MA 01970 O / (978) 836-6400 - NORTH SHORE SURVEY CORPORATION 2 14 Brown Street, Salem, MA 01970 (978) 744-4800 z Q o I P1 LS 13. : :AT DIE SCAI,h OP p AN IS: