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Miscellaneous - 1561 Osgood Street (2)
NOV << x(100 I FL.Awiv,. . �: ;�i NT i 1 i l ADDITIONAL DATAFOR PLANNING BOARD CONSIDERATION OF WAREHOUSE DESIGN S.P.E.C.REALTYTRUST(CHRISTOPHER ADAMS,TRUSTEE) 1591 OSGOOD STREET(ROUTE 125) NORTH ANDOVER,MA 01922 EXHIBIT NO. DESCRIPTION 1 PLANNING BOARD APPLICATION 2 MASS HIGHWAY APPLICATION 3 APPROVED ZONING BOARD PLAN 4 ZONING BOARD APPROVAL 5 RECORDED PLAN OF LAND(ESSEX COUNTY) 6 CERTIFIED LIST OF ABUTTERS 7 SIGN DATA 8 IMPACT STATEMENT ON TRAFFIC AND CONSERVATION 9 PERSPECTIVE AND ELEVATION ADDITIONAL DATA FOR PLANNING �H Of .�11BOARD CONSIDERATION OF ���ii�united WAREHOUSE DESIGN E G!n WAREHOUSE DESIGNmwii J, F�81i �i S.P.E.C.REALTY TRUST(CHRIS 7e�7rs7��7 1I ► �a ADAMS TRUSTEE),091 OSGOOD L � TREET, NORTH ANDOVER,MA.01922 tww NOVEMBER 3,2000 SHEET I 97"'74f-"50 EXHIBIT 1 Town of North Andover Planning Board Please type or print clearly: 1. Petitioner: SPEC REALTY TRUST(CHRIS ADAMS TRU EE) Address: P. O. BOX 574 NORTH ANDOVER,MA.01922 Telephone Number. 617-567-6669 2. Owners of the Land: SAME Address: , Telephone Number: Number of years ownership: 42 YEARS If applicant is not the owner, please state interest in property: 3. Request for a Special Permit under Section of the North Andover Zoning Bylaw to THE PROPn--,Fn iiSE rnNF:ngm-q Tn TNF i icF A i oWpn itinER CURRENT ZONING REGULATIONS AND THE NECESSARY APPgALABLE O SIDERATIONS HAVE BEEN OBTAINED FROM THE ZONING BOARD OF APPEALS. I FIUS I FIE-NEED 1-UK A SPECIAL PERMIT 1.9 NOT KNOWN, VER THIS NECESSARY 4. Location of Property: Zoning District: i -S ZONING DISTRICT Assessors: Map: 34._. Lot# 48.31 Registry of Deeds: Book#: 19 0 Page# 16 & 24 5. Existing Lot: Lot Area(Sq. Ft): 116349 SF Building Height: 25'-30' Street Frontage; 250' Side Setbacks: 25' Font Setback: 70' Rear Setback: 45' Floor Area Ration: 0.28 Lot Coverage: 28% 6. Proposed Lot (if applicable): NA Lot Area(Sq-Ft.): Building Height: Street Frontage: Side Setback: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: EXHIBIT 1 7. Required Lot(as required by Zoning Bylaw); Lot Area.{Sq.Ft.): 40000 SF Building Height: 30' Street Frontage: 250' Side Setback: 25' Front Setback: 50' Rear Setback: 45' Floor Area Ratio: 0.28 Lot Coverage: sn 8. Existing Building(if applicable): DNA Ground Floor(Sq.Ft.) #of Floors Total Sq. Ft.; Height: Use: Type of Construction: 9. Proposed Building:5 @ 140'+ 1 @ 80'X 30"WIDE = Ground Floor(Sq.Ft.) 23400 SF #of Floors 2 Total Sq. Ft.; 51080 SF Height: MAX 30' Use: SELF STORAGE WAREHOUSE Type of Construction: METAL 10. Has there been a previous application for a Special Permit from the Planning Board on these premises? NO.. If so,when and for what type of construction? 11. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's Office. It sball be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements,as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this application as incomplete. f /� Petitioner's Signature: JS'�Fc d��ALT Y ?sVTj Print or type name here: S.P.E.C.REALTY TRUST(CDHRISTOPHER ADAMS,TRUSTEE) Owner's Signature: Print or type name here: S.P.E.C. REALTY TRUST(CDHRISTOPHER ADAMS,TRUSTEE) MA J S EXHIBIT 2 HIGNWA Y To be completed by the Applicant. See reverse for instructions. 1. Town/City NORTH ANDOVER,MA 01922 2. State Highway route numbers and/or name 1591 OSGOOD STREET ROUTE 125 3. Description of property and/or facility for which access is sought(attach additional sheets if necessary). ACCESS TO PROPERTY CURRENTLY EXISTS TO EXISTING RESTAURENT AND MINIATURE GOLF COURSE.PROPOSED SELF STORAGE WAREHOUSING WILL REPLACE GOLF ACTIVITIES AND WILL IN ACTUALITY REDUCE TRAFFIC FLOW TO 15 TO 20 VEHICLES PER DAY FOR WAREHOUSING WITH RESTAURENT REMAINING AT CURRENT LEVEL. 4. Description of work to be performed within State Highway Layout(attach additional sheets if necessary). NONE. ATTACHED SITE PLAN IS SUBMITTED FOR INFORMATIONAL PURPOSES ONLY AS REQUIRED BY LOCAL PLANNING BOARD. S. Dig We number: TO BE OBTAINED BY CONTRACTOR AT TIME OF CONSTRUCTION 6. Applicant Informaugn - 7. Property Owner Name S.P.E.C. REALTY TRUST(CHRIS ADAMS,TRUSTE§6e SAME Mailing Address P.O. BOX 574 Mailing Address SAME NORTH ANDOVER MA 01922 Telephone Number 617-567-6669 Telephone Number SAME Signature �/L'✓2`�' � C %�c� Sigpature Print signature CDHRISTOPHER ADAMS Print signature CDHRISTOPHE R ADAMS Date 11/3/00 Date 11/3/00 Retum completed application to District Highway Director for your TownlCity. Refer to reverse aide for appropriate address nFrMIU 1. Application number S. Section 61 finding 2. Date received 6. Mass Historic action 3. Fee amount 7. Plans returned 4. NWA required Revision submitted ENF-EDEA Cert. S. Application complete EtR-EDEA Cert 9: Permit issued Other-EOEA Cert. 10. Permit denied ' RESIDENTIAL -- - COMMERCIAL 1 i ZONING ZONING �X ffi8i r 3 .68'N61029'E 158.®5'NSic 2S''Errr � 371.74' N61°26'e KW / r,•' NdV PAVING a o i • t• Oa , 1p t i P + • s , 17 ry11 W + , • ! ° d 'L ...., I ' / P P , a t HP �'4 0 • t / f ""4 / r zt° r• �I e ,° � e' �N $7.77J .!dSfl 29'W •°t tri ' ir �� d i � I IL L S'A' GE STRUCTURES TO BE FIRE SPRINL09' A CONNECTED,AND GATE LOCK AND UGIT LOCKS( ;:PROVIDED TO FIRE DEFT, R � - . A ✓;�f I � I ANALYSIS.ACTUAL REQUIRED PARKING 'VS PARKING PROVH)ED 47 NEED50 t< 82 PROVIDED & t 32 NEEDED<< 33 FRONTAL PROVIDED D r TOWN OF =ANDOVER THUS PARKING, IS ADEQUATE DATE 'C PIAN & I .tr�is �5sc 6 UST(CHRIS I' 691 OSGOOD )VFR,MA 0182 SkMT 1 I EXHIBIT 4 -75-3- A&- 'RECEIVED &-'RECEIVED JOTOWN CLERK AW NORTH ANDOVER This is b>t>msrydw trt2m days t000 AUG IS P 1: 58 have alapaad horn dale of decialon.filed wiltfOultAnp��A� � �An� joya t�tadalhatM -- Tom Gadt North Andover' Zoning Board of Appeals 27 Charles Street North Andover,Massachusetts 01845 Phone(978)688-9541 Fax(978)688-9542 Any appeals shall be filed N077CE OP DECISION within(20)days after the Year2000 date offrlingofthisnotice Property at,1591OseoodStreet- in the office ofthe Town Clerk NAME: S.P.E.C.Really Trust(Chris Adams.Trustee) DATE:8/10/2000 ADDRESS: for premises at.-1591 Osgood Street PETITION:012-2000 Nonh Andover,MA 01843 WAR1N0-4/1141000,5/9,&20,&7/11,8!8!'5000 The Board of Appeals held a regular meeting on Tuesday,August 8,2000,at 7:30 upon the application S.P.F C Really Trust,(Chris Adams,Trustee)for premises at:1591 Osgood Street,North Andover,MA. Petitioner is a patty aggrieved of the Building Inspector and is requesting a variance from the requirements of Section 7,Paragraph 7.3 for relief of a rear setback and from Section 8,Supplementary Regulations,P7,to allow for parking spaces. And for a Special Permit from S9.P 9.1 in order to change a use and construct one office area and several self-storage type warehousing units within the IS zoning district The following members were prevent:Walter F.Soule,Raymond Vivenzio,Scott Karpinski,Ellen McIntyre,George Earley. Upon a motion made by Raymond Vivenzio and 2nd by Scott Ka piavld,on the condition that the petitioner withdraw without prejudice his request as a petty aggrieved of the Building Inspector,therefore,the Board voted to GRANT a Variance from the requirements Section 8,Supplementary Regulations P7,to allow for 51 spaces for parking as shown on the topographic plan do warehouse design by:Phalen cit:Allen Limited,Thomas E.Pha M Jr.,Professional Engineer,#81720,dated 6/15i'2o00. The Board voted to GRANT a Special Permit from Section,%P9.1 in order to construct one office area and several self-storage type warehousing units on the premises of 1591 Osgood Street which is within the I-S zoning district. Voting in favor. Waiter F.Soule,Raymond Vivenzio,Scott Karpinski,Ellen McIntyre,and George Earley. The Zoning Board of Appeals shall have power upon appeal to gear vationces from the terms ofthis Zoning Bylaw whew the Board finds that oteningto circumstances relating to soil conditions.shape,or topography ofthe Ind or structure and especially a$eding such Ind or structures but not affecting generally the zoning district in general,a literal enforeeont ofthe provisions ofthis Bylaw will involve substantial hard:hip,fmancial or otherwise,to the petitioner or applicant.and that desirable relief may be granted withott substantial detriment to the public good and without nullifying of substantially derogating from the intent or purpose of this Bylaw. Furthermore,ifthe rights authorized by the verince aro net exercisedwithin one(1)year ofthe date oftha gnat,they shall lspse6 and maybe mestabfished only atter native,nd a new hating lhnhamore.ifs Special Permit Vwded under the provisions contsined herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has caamenced,they shall lapse and may be reestablished only aSernotiee,and anew hearing • .By order oftheZqAi o Appals, WilliainJ'Sulli an Chairman ml/decisions2000130 �H Of ZONING BOARD OF APPROVAL e�/GCGGG/Ii & ���eic�imited FOR WAREHOUSE DESIGN may, WAREHOUSE DESIGN o�89O S.P.E.C.REALTY TRUST(CHRIS 7a>-ZeAIfZ7 ER� k� ADAMS TRUSTEE),1591 OSGOOD f-0j leY&W TE Eh � TREET, NORTH ANDOVER,MA.01922 Y.A "00,70 NOVEMBER 3,2000 1 SHEET 1 .97S-NA_0_1JP I HEREBY CERTIFY THAT THE PROPERTY LINE DATA IS BASED UPON PLAN AND FIELD SURVEY BY BRADFORD ENGINEERING,JAMES W, BOUGIOUKAS RLS 9529 MASS., HAVERHILL, MASS DATED 9/12/88 THOMAS E. PHALEN JR. MASS. PE NO. 8172 O w 356 5& f—414.26' S 60 29'W O °'0 167.77 246.49' O o O ,v �► Q. 0m " yv .�� m N r `.. Nr T o O Z.! `N N 20 m o" O CD `O v m 0 co 0 371.74' N 610 26'E—> 158.05' 329.60' O 487.6 N 61 29'E C ;a -0 o 70 ONLY THE INDUSTRIAL LAND IS INVOLVED IN THIS DESIGNN 0 n r" vmi m p m RECORDED � Zr toM,yo� PROPERTY LINE PLAN &.V112w 4n,.red c �- FOR WAREHOUSE DESIGN Q caZ rT1 c - WAREHOUSE DESIGN f > X 2r.,wlaa. al osdpo ITI W S.P.E.C.REALTY TRUST(CHRIS 1d!-7dJ�7111 v x ADAMS TRUSTEE),1691 OSGOOD ef .Sd TREET,NORTH ANDOVER,MA.0192 �•% a»�c v Vt S113S �v7d-�dxttsa NOVEMBER 3,2000 SHEET 1 to �f EXHIBIT 6 5'ar C- /t�:a A.T Y TAV 57- �•�l�P�f7oPN��t r. �4 big/1 S� 7" v sT"� %s?f 0S j5rc.c T4. Ltiesnt Toobnolegias 3 y isoo 090end street P.An oo, �3over. Ma. 01848 If X 12s�j 41 :551 Osgood at 6lorth Andover, Ma. 01843 Mason / Dixon Realty Trust 44 George Stella, Trustee i60 Coam►on St Lawrence. Ma. 01842 Sangin Tree Realty Trust 29 George Farkas Trust 2110 White Lane Raslett, Texas 76032 White strab 2astruction Co. Inc. 5 12 Rogers Road Haverhill, lea. 01035- c H 2 Realty Trust Grace K. Moschetto SocaO 1679 Osgood at ' worth Andover, •01945 A mda wowe E'WCD 1 A8 i�v G too-P. G WA Lae-AL 3 t` IFEkr-TY 7X V,9?- !(0 2 7 OSG cm,7, S7' ell 9Y ABUTTERS CERTIFICATION 11 Of ,y9� VIA ASSESSORS OFFICE �o.L► qy FOR WAREHOUSE DESIGN 4� E WAREHOUSE DESIGN „i„ ,ta, o�eso •���� S.P.E.C.REALTY TRUST(CHRIS7g�7-P.LNf7 U" /STER� �c� ADAMS TRUSTEE),1591 OSGOOD -O��A�� 'ST EN � STREET, NORTH ANDOVER,"SHEET21 NOVEMBER 3,2000 9J��47.8.C50 EXHIBIT 7 msmvJiz z ous pi A ,. Affordable.•Rble.S dre' FREE aELIVER • 1 1 r I� i I �' . , �arnrmn •; +7 aorvawnr000 F. H�AVERHLL,MA 678-372-3721 SIGN AS SUBMITTED BY SIGN CENTER OF HAVERHILL, MA WILL CONFORM TOTALLY IN ALL RESPECTS TO THE ZONING BY LAWS OF NORTH ANDOVER, MA. AS SUBMITTED SIGN DATA ASN Of BY THE SIGN CENTERlmmw .� eic &Sd���e2�iir�ited yG FOR WAREHOUSE DESIGN 45'upcRe�noe E ^, WAREHOUSE DESIGN K;,,AjAv"�B9O � ���c S.P.E.C. REALTY TRUST(CHRIS Afl-PI N17 �i p ADAMS TRUSTEE),1591 OSGOOD ff"A bwt ALE NG\���� TREET, NORTH ANDOVER,MA.01922 So�� 00,70 NOVEMBER 3,2000 1 SHEET 1 Y7&.74AI150 EXHIBIT 8 IMPACT STATEMENT ON TRAFFIC AND CONSERVATION FOR WAREHOUSE DESIGN 1. TRAFFIC THE NUMBER OF VEHICLES VISITING THIS FACILITY IS A FUNCTION OF THE SIZE OF THE MAXIMUM NUMBER OF RENTABLE UNITS ARE AVAILABLE DURING A PERIOD OF TIME. THE COMPLEX HAS ABOUT 46800 SF OF RENTABLE SPACE AND WITH THE APPROXIMATE SIZE OF A SPACE BEING ABOUT 125 SF YIELDS ABOUT 356 RENTABLE SPACES.ABOUT 95 % OF THE SPACES ARE UNDER CONTRACT DURING THE COURSE OF A YEAR YIELDING 338 SPACES THAT WILL TURN OVER IN A GIVEN PERIOD OF TIME. THE RENTAL CONTRACT IS FOR A MINIMUM OF ONE MONTH.THE AVERAGE TURNOVER TIME IS OVER TWO MONTHS. ASSUMING THAT THE TURNOVER PERIOD IS ONLY ONE MONTH THIS YIELDS A CONSERVATIVE NUMBER OF TRIPS TO THE SITE AS 338/MONTH OR A VEHICLE COUNT OF 0.94 TRIPS PER HOUR.ASSUMING THAT THE SPACE IS RENTED THE SAME DAY YIELDS A MAXIMUM NUMBER OF 2 VEHICLES PER HOUR. OBVIOUSLY THE INFLUENCE TO TRAFFIC ON ROUTE 125 FALLS INTO THE CATEGORY OF VERY SMALL.CONSIDERING THAT THIS SELF STORAGE WAREHOUSE IS REPLACING A MINIATURE GOLF COURSE WHOSE RATE IS IN THE RANGE OF 15-30 VEHICLES PER HOUR THE TRAFFIC INFLUENCE IS BEING SUBSTANTIALLY REDUCED. THIS FACT DOES NOT WARRANT A FULL SCALE TRAFFIC INVESTIGATION TO DEMONSTRATE THAT A NEGATIVE INFLUENCE ON TRAFFIC RESULTS. 2. CONSERVATION THE SITE IS ON A SIDE HILL OPPOSITE THE VERY LARGE LUCENT TECHNOLOGY COMPLEX. ON ROUTE 125 A SLOPE EXISTS ABOVE AND BELOW THE SITE FOR A LARGE DISTANCE. FEMA MAPS AND LOCAL CONSERVATION MAPS INDICATE THAT ANY WETLANDS ARE AT LEAST ONE MILE AWAY. NO STREAMS EXIST ON OR ADJACENT TO THE SITE.STORM RUNOFF WATERS TODAY AND TOMORROW ARE HANDLED BY ONE SINGLE STORM DRAIN ON THE SITE. THE SITE IS SO DEVELOPED UTILIZING A 100 YEAR STORM OF T IPD THAT THE RUNOFF BEFORE AND AFTER THE 100 YEAR EVENT IS THE SAME OR SMALLER.WITH THESE FACTS THE LOCAL REPRESENTATIVE OF THE CONSERVATION COMMISSION HAS AT THE INITIAL ALL INCLUSIVE DEPARTMENT PRESENTATION INDICATED THAT CONSERVATION ISSUES ARE SUCH THAT NO REVIEW IS NECESSARY.THE SITE HAS NO PHYSICAL FEATURES THAT REQUIRE CONSERVATION REVIEW. IMPACT STATEMENT ON TRAFFIC tll OF AND CONSERVATION '9le &Alla y4wt'A d �� 9cyG FOR WAREHOUSE DESIGN ¢rgw�'. E WAREHOUSE DESIGN vL'Aq&'"6v.-m amui. �i S.P.E.C. REALTY TRUST(CHRIS i F�81* ADAMS TRUSTEE),1591 OSGOODTE L EN��� STREET, NORTH ANDOVER,MA.01922 .Sons, 079)0 NOVEMBER 3,2000 SHEET ? 9��j418150 EXHIBIT 9 Sim At r I i ! r � { r e i l _ t r TYPICAL COMMERCIAL � .SIt Of PERSPECTIVE ��icc�e2 & ���ra united off► q� FOR WAREHOUSE DESIGN WAREHOUSE DESIGN ,, o�e90 RNILEN,� S.P.E.C. REALTY TRUST(CHRIS TER� k� ADAMS TRUSTEE),1591 OSGOOD Ffs�ONAL EN� � STREET, NORTH ANDOVER,MA.01922 a 9yo .9,7S-NY'ef5o NOVEMBER 3,2000 SHEET 1 EXHIBIT 9 ._ z zcr) OW � a > N W0 J W VQ a3 LL Z 2 11 OfTYPICAL ELEVATION R WAREHOUSE DESIGN FOR zftft WAREHOUSE DESIGN �,,�„ �i S.P.E.C.REALTY TRUST(CHRIS SfiR� �� ADAMS TRUSTEE),1591 OSGOOD T F�S��NAEN� � STREET, NORTH ANDOVER,MA.01922 .So. o�9yo NOVEMBER 3,2000 SHEET 1 AWW 11.50 u u DESIGN CONSIDERATIONS FOR SITE DEVELOPMENT OF A WAREHOUSE DESIGN S.P.E.C. REALTY TRUST (CHRIS ADAMS TRUSTEE), 1591 OSGOOD STREET, NORTH ANDOVER, MA. 01922 u n FOR u S.P.E.C. REALTY TRUST (CHRIS ADAMS TRUSTEE) 1591 OSGOOD STREET NORTH ANDOVER,MA.01922 n BY u SIGNATURE BOX Ola90 ^, PLANNING BOARD 78¢7-vA7117 72 J -MA"A_wloa F`�s�pNAL EN���► CIVIL F Y-Am,"01970 9J874��.r0 u n u n DATE u n NOVEMBER 3,2000 TO PLANNING BOARD u JANUARY 8,2000 TO ZBA TITLE SHEET FOR WAREHOUSE DESIGN WAREHOUSE DESIGN S.P.E.C.REALTY TRUST(CHRIS 7as7t¢7��7 R� �� ADAMS TRUSTEE),1591 OSGOOD stalmGl�� � F`�`�ipNaLEE \��, STREET,NORTH ANDOVER,MA.01922 0�97a NOVEMBER3,2000 MEsHEET 97a7c��rso n u LIST OF DRAWINGS u NUMBER DESCRIPTION n T1 TITLE SHEET 15 SEWER&STORM DRAIN TRENCH DETAILS u 1 LIST OF DRAWINGS 16 UTILITY TRENCH&THRUST BLOCK DETAILS n 2 SITE SPACE&BULK REQUIREMENTS 17 PRECAST CATCH BASIN 'Li 3 LOCUS PLAN FOR SITE 18 PVC CLEANOUT n 4 SYMBOLS 19 PARKING LOT DETAILS Li 5 PROPERTY LINES 20 LANDSCAPING PLAN I l 6 TOPOGRAPHIC&GENERAL SITE 21 LANDSCAPING NOTES PLAN 22 LANDSCAPING NOTES(CONTD.) 7 FENCE,SNOW STORAGE,STORM n DRAINAGE&ELECTRIC LIGHTING 23 LANDSCAPING DETAILS `-' 8 UTLITIES 24 EROSION CONTROL NOTES n 9 EXISTING SURFACE RUNOFF 25 EROSION CONTROL NOTES(CONTD.) u CRITERIA PLAN 26 EROSION CONTROL NOTES(CONTD.) 10 EXISTING AND FUTURE RUNOFF M, COEFFICIENTS 27 SILTATION FENCE& ,-j 11A,B ACTUAL MAXIMUM RAINFALL CONSTRUCTION ENTRANCE n DATA FOR DESIGN 28 ILLUMINATION PLAN 12A EXISTING SOIL LOGS AND 29 ILLUMINATION INTENSITY PERMEABILITY CRITERIA � 13 ALLOWABLE SOIL GRADATION 30 ACCESS ROAD PROFILE L, FOR FILLS 31 ACCESS ROAD PROFILE CONTINUED n 14 GROUNDWATER RECHARGE SYSTEM 32 PAVEMENT AND GRADING DETAILS FOR STORM WATER CONTROLL n Li n u f-1 Li F-1 LIST OF DRAWINGS � �A or FOR WAREHOUSE DESIGN Ara& &wa'a-2 6 we, CMAs yG s.rgni'd r-� E i!�' WAREHOUSE DESIGN rhz k rs.."am9a ftEjL 'IQ y S.P.E.C.REALTY TRUST(CHRIS 7a-7-19-N47 n ,ST�R� ��� ADAMS TRUSTEE),1691 pS(i00D -?lJvlA& ozms SS�p"AL \� STREET,NORTH ANDOVER,MA.01822 yelem,"00970 Li NOVEMBER 3,2000 SHEET , n U OWNER &APPLICANT S.P.E.C. REALTY TRUST(CHRIS ADAMS,TRUSTEE) n 1591 OSGOOD STREET, NORTH ANDOVER,MA 01922 u BULK & SPACE REQUIREMENTS ZONE: IS ZONING DISTRICT SERVED BY MUNICIPAL WATER. U MAP PLAT 34 PARCELS OR LOTS 4&31 '-1 LOT AREA : INDUSTRIAL ZONE 116349 SF(2.67 ACRES). BUILDING EXISTING 4500SF, `-' PROPOSED GROUND SPACE 28088 =32588 SF=(28.0% COVERAGE) RENTABLE SPACE 48150 SF ROAD FRONTAGE: ON OSGOOD STREET 275 FT. `J SETBACKS TO STRUCTURE: FRONT 70'+/.(EXISTING), REAR 451, SIDE 25' MAXIMUM BUILDING HEIGHT 25'-30' FT OFF STREET PARKING SPACES AS APPROVED BY ZONING BOARD OF APPEALS SEPTEMBER 6, 2000.(SEE SITE PLAN) u TRAFFIC LANE SPACE 25'MIN. 71 TRAFFIC ENTRY WIDTH 35'EXIT 30' VARIES WITH MAXIMUM FINISHED BUILDING GRADE ABOUT 1.7%+l- INTERNAL DRIVE 4-6% M u SIGNS 1. FREESTANDING ONE @ ENTRANCE CORNER 32 SF MAX. 15'HIGH TO CONFORM TO ZONING BY LAW.SEE AS SUBMITTED SIGN IN ACCESSORY PACKAGE. FLOOD PLAIN AND CONSERVATION NOT WITHIN ANY JURISDICTIONAL ZONE VARIANCES NONE REQUESTED (SEE VARIANCES GRANTED) IMPACT ON LOCAL SERVICES U SEWER NONE BECAUSE SANITARY WASTE TO BE HANDLED BY EXISTING SYSTEM WHICH IS ADEQUATE(SEE PLANS),WATER USE WILL DECREASE WHICH IS NINIMAL CRRENTLY, LIGHTING n CONFINED ON SITE(SEE PLANS),TRAFFIC WILL BE REDUCED FROM 50 TO 15 VEHICLES(SEE MASS HIGHWAY INFORMATION),FIRE IS MINIMIZED BY SPRINKLED BUILDINGS AS APPROVED BY FIRE CHIEF,POLICE NORMAL DUE TO PERIMETER SECURITY GATE,& INCREASES LOCAL TAX BASE. W SITE SPACE&BULK REQUIREMENTS Li! pytH Of , FOR WAREHOUSE DESIGN 91AZ& & Jwllic y4mted rl E N WAREHOUSE DESIGN � `.�J.�orfeAlei.�l�O7B90 L, "MA.�� h S.P.E.C.REALTY TRUST(CHRIS yew yx�7s�7 �� 9f-8 8172172 ��� ADAMS TRUSTEE),1591 OSGOOD r� Ffs�ONAL ENG�� STREET, NORTH ANDOVER,MA.01922 9y�7��txsa '-' NOVEMBER 3,2000 sheer s 71 U n n , 41 Li 1 Ilk L-j 041 • �. ` �r r/ i Water \•, (: _ 4 �J LOCUS PLAN U t � U u n n LOCUS PLAN Of FOR WAREHOUSE DESIGN & o y n � 'Tgww a WAREHOUSE DESIGN y `2ra.Atft.i.V af89a uftLfN S.P.E.C.REALTY TRUST(CHRIS 7a-7-1-a7&7 ag FG( �� �� ADAMS TRUSTEE), 08GOOD ri A(3e �1 sS�pN��r �`' TREET,NORTH ANDOVER,MA.01922 YaAaw�"af9ja u NOVEMBER 3, 2000 SHEET 3 f7s-74A rrfv n u r1 u Fl SYMBOLS EXISTING CONTOUR 57-------------• FINISHED CONTOUR 123 — `J FINISHED GRADE 67 Fl SPOT GRADE S 97.32 WATERLINE ......-.-.-.-.... W r-t SANITARY SEWER -••-••-••-••...... SS ;� GAS LINE G ELECTRIC UTILITY ——————- E r-� TELEPHONE &TV CABLE —————-T(TV) u STORM DRAIN REINFORCED CONCRETE PIPE -••-••-• 12"SD r� STONE BOUND SB 0 CONCRETE BOUND CB ■ TO BESET r-i DRILL HOLE DH O SPIKE SP o STAKE STK POLE OR PILE UTILITY - - u SPECIFIC LOAD PILE HAY BALE FOR SCOUR PROTECTION ROCK OUTCROP \ r-� PROPERTY LINE - .-.-.-*-.-.-.-.-.... .� TEST PIT& DEEP HOLE 0 TP#1 BORINGO O B-1 AUGER HOLE A-1 PRIVATE WELL ow r' 2" HIGH PRESSURE LINE SELF CLEANING CATCH BASIN O SCB CATCH BASIN O CB u MANHOLE 0 MH Fl FLOOD LIGHTS r-4 ON STRUCTURE OR POLE (2 FLOOD LIGHTS) ri SYMBOLS SN Of FOR WAREHOUSE DESIGN /fin &� iaujuted y Fl r+ WAREHOUSE DESIGN 9r � a�a9a LJ al S.P.E.C.REALTY TRUST(CHRIS 18�7rs7��1 ADAMS TRUSTEE),1591 OSGOOD fZA6"SSWe AL �NG�� STREET,NORTH ANDOVER,MA.01922 .� •- af970 u NOVEMBER 3,2000 sr�r 4 97f7s� o _ n u C 7 C --3 C :1 C ._J C J C_ J E J t J C C J C_ C J C J E C J C J C J C J C J 1 HEREBY CERTIFY THAT THE PROPERTY LINE DATA IS BASED UPON PLAN AND FIELD SURVEY BY BRADFORD ENGINEERING,JAMES W, BOUGIOUKAS RLS 9529 MASS., HAVERHILL, MASS DATED 9112188 THOMAS E. PHALEN JR. 0 F`356 MASS. PE NO. 8172 C . �� .S6'S 71°5T F..414.26' S 6°29'W w W 167.77'tz 246.4W .a co Illy 0 TZ N r o 2r �, •O �,�� .wa m o� V 371.74' N 610 26' E 158.05' 329.60' 487.8 N 610 29' E ONLY THE INDUSTRIAL LAND IS INVOLVED IN THIS DESIGN ffl . 0- D m m J PROPERTY LINE PLAN A &.Sd���ea. i°nited II M FOR WAREHOUSE DESIGN .� c WAREHOUSE DESIGN 1 S.P.E.C.REALTY TRUST(CHRIS jBFjlRjlfj ADAM8 T U8TEE),1691 OSGOOD y�fq ld."&Y~f . z Sil RTREET,NORTH ANDOVER,MA.0192 S°.,Gn .Ca+ol�jo N VEMBER 3, 2000 SHEET 5 9jA-j4!•dtJO IN RESIDENTIAL > COMMERCIAL ZONING : ZONING • • ,. •••'" ,'" ,'" •` • -,•" 371.74' N 61026'E , 329.60'N 610 29'E 158.05'N 610 29% 3 ' a LIMIT OF NEVU PAVING12 S O , I I 42 , , , ,I ♦ , of r 8 , 2C� ✓ th , pr's+ '. ,�. e . o N • ;• �� Z ii'••, % ' 4 � 0 B.M 100.0 *�'<tI (/ : ASSUMED `' 'r` :• 4' ;;;: ;• ,; ops J Af (Vq . r- •. ; � * 19 co Ar ♦ • • , , Af CO 0 04 - r :� �(� Vii• q 167.77' S 00 29'W ' '`► ; ;• ;' TEST PIT 3 : + + ST PIT �pI f , • ! I I , • • ' o 356 56',S 710 57' W � a J CRITICAL ZONING&PARKING DATA Li LAND AREAS AND RATIOS PROVIDED PARKING 1.COMMERCIAL: 116305 SF(2.67 ACRES) 1.FRONTAL PARKING SHOWN 55 2.EXISTING STRUCTURES:5400 SF 2.DELIVERY PARKING ONE SIDE 3.GROUND AREA NEW STRUCTURES:23400 SF 5 OF STRUCTURE ONLY 3 cJl 4.TOTAL OCCUPIED GROUND AREA:28800 SF O TOTAL PARKING AVAILABLE 35 SCALE: 1 IN = 40 FT APPROVED BY TOWN OF NORTH ANDOVER S.GROUND BUILDING AREA TO TOTAL 3. 90 ZONING BOARD: BUILDING AREA RATIO:24.7% ACTUAL PARKING REQUIRED PROM DATE 6.STORAGE AREA(2 FLOORS):50700 SF STANDARDS AND FIELD VIEWSTOPOGRAPHIC PLAN & PARKING ANALYSIS 1.RESTAURANT 32t� Of / L c�•Sico� �r .ld at► 2.SELF STORAGE WAREHOUSE 15 WAREHOUSE DESIGN� t+ CODE REQUIRED PARKING INDICATED3.TOTAL REQUIRED 47 yG /.c�apeiss�nse 1.RESTAURANT PARKING 32 E rm WAREHOUSE DESIGN �.,ulasrsr OfB9D 2.SELF STORAGE WAREHOUSE GLEN, y S.P.E.C. REALTY TRUST(CHRIS 7a�7s T"7 101 ANALYSIS ACTUAL REQUIRED PARKING ADAMS TRUSTEE 1691 OSGOOD 3.TOTAL A3 PER CODE 133 VS.PARKING PROVIDED >> 47 NEEDED<<90 PROVIDED& �� �ST�R ��� STREET, NORTH ANDOVER, MA 0192 47 NEEDED<<S5 FRONTAL PROVIDED `�s/OIyAL Som Ds9ya NEW SPACES SHOWN THUS 19 THUS PARKING IS ADEQUATE NOVEMBER 3, 2000 SHEET 6 97�7��st3D n u 4Ai• W N W V n X m N ''+.� � Z Lu co ? NCB — Q n � � b (Tzmo -, oWcoLLo � p n j4 C6 v- LLI in Q -2z NC rh Z Q Z ^� Baa N OC ri) :m •• NCB W W c 3 W � Zn n y t�p4bot o.•• *tip ' NCB Q — . I- ,� •••••,bank 0W li O = J C ' �'� W �•,. Q a (n a) u y � :a•{ � gp �~ ECB u ♦� � � W W LU LU +=y AXIS ats `•',�H h�RG� c z o "W c�y TING v n. UQZZ O w~ CO QQ r-1 R 30 GAT `-' 0800 0,?• �`214 SIGN Q0 ���� 6 .9,91 M'l` ST�F�1► 100 00.W 12" EXISTING STORM DRAIN I-1 v SEE SHEETS 9-14 r FOR DRAINAGE SUPPORT CALCULATIONS PREDICATED ON SMALL AREAS r FENCE,SNOW STORAGE,STORM Of y PLAN ELECTRICINAGE& LIGHTING OR WAREHOUSE DESIGN �/ c!".Sd��erie�unitcd E WAREHOUSE DESIGN - S.P.E.C.REALTY TRUST(CHRIS ADAMS TRUSTEE),1591 OSGOOD st� .St SSip�yA` LN6�� TREET,NORTH ANDOVER,MA.01922 O'970 NOVEMBER 3,2000 sHr vja�s�rrso r-i u u C-1 d •.- N hl ♦� to 0 u ' � 2 Z O top-•. \J� E' J w ot �� ^ •.. °fb •. N h r ^ ••. ask -• i - •- t-1 CD No i Z y EXj p�C ' NJ \ --e !d♦ i ii ' it., '♦►. N FF!I U O SaOQD �8g NfpouO FOR HVAC r IF REQ'D u UTILITY PLAN Of ,�qsf� FOR WAREHOUSE SITE DESi & 42 �yG 4�upewe�.wa N WARI:HWUQ- DESIGN r � � X�ard..sCsi'a�a90 814 S.P.E.C.REALTY TRUST(CHRIS u F tST R F�� ADAMS TRUSTEE),1591 OSGOOD r �s/pNAt ��C,�� STREET,NORTH ANDOVER,MA.01922 �91a NOVEMBER 3, 2000 SHEET 8 9j�J�f��50 r� -1 U f 128 t 126 n �0�03 u to 124_,, {W 28 122 , S? �--' Z... ` 126 r� SEE SHEET 10& 11 FOR 120 x EXI5TING PAUEMI4T RUNOFF COEFFICIENTS w 124 u &DRAINAGE CALCULATIONS 116 114. � ' 122 112 ,�1►(p .ff �� X111 r, 120 - 'r ,`118 r l 104 '116 102 6 , 114 . , 112 � 100 •�. `' �•�- '*~ 1 - 110 108 `—' rRUCT� ` 106 98, F 104 98 pq AFM � FNT O$GO00$ 100 u T RFFT 102 u u EXISTING DRAINAGE ZONE PLAN FOR RUNOFF COEFFICIENTS r i SCALE 1"= 60' u EXISTING DRAINAGE ZONE PLAN n IA 0f ,bqs FOR RUNOFF COEFFICIENTS FOR WAREHOUSE DESIGN yGu,, WAREHOUSE DESIGN sc�' � r c�i wizekit".i[A7 07890 u • U S.P.E.C. REALTY TRUST(CHRIS 78f-7-.¢7947 TE ADAMS TRUSTEE),1591 OSGOOD fevl"y/m6 r 1 AL TREET,NORTH ANDOVER,MAjt�EETS 01922 y� .97-eX(--"-fa NOVEMBER 3, 200Q r� u EXISTING RUNOFF COEFFICIENT COMPUTATION CATEGORY AREA(SF) COEF. C PRODUCT STRUCTURE 4500 1.0 4500 GOLF IMPERVIOUS 8400 1.0 8400 TOTAL BIT. C;ONC SURFACE 57140 1.0 57140 r� GREEN SPAQE TREES 10250 0.3 3075 U BANKING 8800 0.19 1672 SANDY SURFACE 4600 0.15 690 SANDY GRAPS SURFACE 22659 0.25 5665 `-' TOTAL 116349 81142 EXISTING RUNOFF COEFFICIENT 81142/116349 = 0.70 U FINAL RUNOFF COEFFICIENT COMPUTATION J CATEGORY AREA(SF) COEF. PRODUCT r-i EXISTING STRUCTURE 4500 1.0 4500 NEW STRUCTURE 28088 1.0 28088 NEW& EXISTING PAVING 61311 1.0 61311 BANKING 8800 0.19 1672 `-' CRUSHED STONE SURFACE 13650 0,0 0 TOTAL 116349 95671 .__► FUTURE RUNOFF COEFFICIENT 95671/116349=0.82 REQUIRES UNDERGROUND RECHARGE OF 71PD a@ AC=0.12 ON 115349 SF=8144 CF/DAY ' SEE EXISTING STORM DRAINAGE SYSTEM&INFILTRATION SYSTEM u EXISTING& FUTURE RUNOFF �, tH OF COEFFICIENTS �o��' 1►% y FOR WAREHOUSE DESIGN WAREHOUSE DESIGN 2r"a4if&-' Af Ol890 8172 At y S.P.E.C.REALTY TRUST(CHRIS 78f-7Z¢7"7 ADAMS TRUSTEE),1591 OSGOOD Gtr' TREET,NORTH ANDOVER,MA.01922 O AL O N �N Y" NOVEMBER 3,2000 SHr v "1 u TABLE 1 HISTORICAL MAXEMIUM RAINFALL IN THE VICINITY OF PEPPERALL,MA `-' SOURCE U. S.WEATHER BUREAU NO LOCATION ANNUAL YEAR MONTHLY MONTH- MAX ipy ipm YEAR INTFNsny 5 MIN DUR. iph "-1 1 PEPPERELL 5832 1972 1134 JAN 79 2 FITCHBURG 57.05 1972 11.42 DEC 55 3 BEDFORD 61.22 19% 12.41 OCT 96 4 BOSTON (LOGAN) 6232 1954 13.38 MAY 54 5 BOSTON (BLUE HILLS) 65.51 1920 18.78 AUG 55 lJ 6 RANGE 48-65 11-18 10-12 ^� ALLAREAS Ll ` BEST 100 YR. SOURCE TABLE TYPICAL MONTHLY RAINFALL DATA FROM U. S.WEATHER BUREAU FOR TABLE 1 190535 BEDFQRD MA 1990 443 432 177 457 665- 01 334 570 133 862 218 414 4806 190535 BEDFORD MA 1991 390 204 405 437 260 93 178 841 654 312 425 347 4746 190535 BEDFORD MA 1992 294 234 382 268 201 - ' 47 440 492 299 238 470 686 4451 190535 HEDFORD MA 1993 229 408 760 482 126 68 250 267 586 393 372 563 4604 190535 BIDFpRD MA 1994 483 257 664 203 587 14 228 4P7 633 58 461 525 4700 190535 HED RD MA 1995 418 322 244 245 281 93 392 91 316 676 609 287 4074 - , 190535 BEdEQRD MA 1996 617 278 346 622 346 06 725 04 737 1241 275 645 6122 190535 BEDFORD MA 1997 273 219 536 596 259 7 210 38� 162 202 658 367 3952 THIS IS THE TYPE OF INFORMATION THAT IS UTILIZED TO DEVELOP STORM INTENSITIES FOR DESIGN VALUES. IN THIS CASE THE 100 YEAR CRITERIA ` IS UTILIZED. r- RAINFALL CRITERIA FOR WAREHOUSE DESIGN gvaAz �o mus y E WAREHOUSE DESIGN . . � �°�ia.Aa(a�890 S.P.E.C.REALTY TRUST(CHRIS 78A7rsa7lv7 ADAMS TRUSTEE),1591 OSGOOD rej6"s$w.- AL 7N'OVEMBF-R3,2000 ,NORTH ANDOVER,MA.01922 Yom" 9"7.9 SHEET 11A 97&7s� so J u u Daily Precipitation Inches ONE INCIDENT 1990 1.993 ; i i 7.I t_____.___r^_____._r._.------_T--_____T7lpd - --- - �_____-�- �; ------- 1 1 . i u 1 1 1 1 1 1 1 1 1 u t -F -F -- r� -1 ,0 1.............1..............L.............1.............L.............J............,.t.....,..r....wJ............,.1..r........-...............rl........... u 1976 t979 1982 11985 ; 7.0 u5.0 ......................... .....v. ...........----------..w--..............wr...w.-..;......w.-.....,...r.... ....... ......... , , 1 31U .... ......... ......... .. r ........ .......... ............. --....�........... . .. 1962 L963 ; ! 1968 ; 1971 1 1 ; ------- 54 ° ---------- ---- ----- - -— ----�•---- ---- r -___ ----;- -_--;- . 1 1 1 1 1 r1 1 .Qjai i + -- - .............i.............i.............i.............i.....------..i......-...,..i..............i............................i..............i.......---- u -MA -ALTO-N BLUE HILL OBS SOURCE U.S.WEATHER BUREAU r i ANALYSIS INDICATES 100 YEAR CRITERIA YIELDS 7lpd MAXIMUM RAINFALL FOR MASSACHUSETTS IS REASONABLE INCLUDING N.ANDOVER, MA ri Of RAINFALL CRITERIA FOR WAREHOUSE DESIGN �ttoAua y r1 a WAREHOUSE DESIGN amm S.P.E.C.REALTY TRUST(CHRIS 78 7-1-a N-417 R� �� ADAMS TRUSTEE),1591 OSGOOD tr�,"y2ma.- AL�LN6 � STREET,NORTH ANDOVER,MA.01922 y4Z.,"0-me W NOVEMBER 3, 2000 SHEE7 1 BB 97�7s� 0 r� u ruxm ii-SUIL EVALUATOR FORM n Palo 2of3 u Location Ad&vu or Lot No. 1591 Osgood St.,N.Andover M Owsrte Review n OM Holy Nundur Oats:..._3131198 Two: 1.9..AM ween.► Gear Leorton lidw ty en site plan) ....._.... w. laid Un—RommerCial.. slop.t1i1 3 oxfm Stena none.. beidon on IwKbcW(sketch on the back) . .. Owtances from: Open water soft >500' foes Dralnada way lost ^, ftn bN Wet Area >500' tut Property lira 60 tau Or(nwwp water WeU >500' teat Otter DEEP OBSERVATION HOLE LOQ' cookaacdw i somIMehwl MOM pleiOew Metff+roteener.stow...oe"D..Cen,ba,rcp.x 0-8" Fill .5YR3 8- 17, Bw Loamy 10YR7/6 none Massive,liable Sand 17-30" C1 Fine 2.5Y614 none Massive,liable r' Loamy Sand 30- 120" C2 Loamy 2.5Y8/1 none Massive, friable �- Sand r-� Pon "Mww"Mm"__Glacial pmt unknown Q�elt ltltftG awAmewwwilk o wx none womm"ltn ftm none r, eueeeu twart teN tier"ww >120" wt�eoMr-tuhw u 4 OTHER TEST PITS WERE EXCAVATED IN GOLF COURSE AREA AND INDICATE SOILS ARE BASICALLY IDENTICAL TO DATA SHOWN HERE PERC RATE 2 MIN/IN r� TEST PIT DATA FOR WAREHOUSE DESIGN srt&w-96�'a WAREHOUSE DESIGN Ziae�.,Lsar aow90 ►— JftLtJ, S.P.E.C.REALTY TRUST(CHRIS 78�7ts7s/7 ADAMS TRUSTEE),1591 OSGOOD -rem, Awr SS/poser` STREET,NORTH ANDOVER,MA.01922 -?4Ae'."aw'q `-' NOVEMBER 3,2000 SHEET 12 .v7x7.s"so t� u n Li U.S.Standard Sieve(in) U.S.SW dwd sive numbers Hydrander 10D U , 90 • • FERMISSI LE RANGEto N uj ri FANGE FOR FO R TITLE 5 FILTER SOIL m E so m ENERAL FILL : A PER 310 CMR 15.00 0 `oE 1-1 70 :OIL B S IL A 90 r_ BEDDING LAYER m cu so ao 3 35o so � m CD 40 PERMISSIBLE00 W 4- RANGE WHEN .- 30 RETAININGWALLS 1310 FOR THIS 7° m m ARE INVOLVED PROJECT 0.3mm 80 a oL SOIL C ` �o so o 10D 1003 loll 1001 1000 1QD1 1Q02 10-03 ri Grain size(mm) u GENERAL NOTES RELATING TO FILLS UTILIZED FOR SOILS ON THIS PROJECT. 1. ONLY CLEAN COHESIONLESS SOILS MAY BE UTILIZED AS FILL FOR THIS ENTIRE PROJECT. r� 2. WHERE FILL IS UTILIZED IN AND UNDER THE SUBBASE ONLY APPROVED SOIL MAY BE UTILI4ED. M 3. ALL OTHER GENERAL FILL MAY FOLLOW THE RANGES NOTED . 4. WHERE RETAINING WALLS ARE PART OF THE DESIGN THEN THE SOIL RANGE FOR COMPACTIVE PURPOSES IS REQUIRED BEHIND THE WALL USE SOIL C. 'u 5. NO SILTS OR CLAYS WILL BE ALLOWED AS FILL FOR ANY PORTION OF ANY SYSTEM, EXC�PT FOR IMPERVIOUS SEPARATION WALLS u ALLOWABLE SOIL GRADATION FOR FILLS FOR WAREHOUSE SITE DESIGN /aiC &� C�iinrtrd 0 M yN WAREHOUSE SITE DESIGN r^ Xga&itev"OfB90 S.P.E.C.REALTY TRUST(CHRIS 78e-7F97"7 � �� ADAMS TRUSTEE),1581 OSGOOD JP �t ST EQE� � STREET,NORTH ANDOVER,MA.01822 .�� "'gove NOVEMBER 3,2000 SHEET 13 .P7X_7sA".so ri 'u i STQRM LEACHING FIELD FLOW AND AREA COMPUTATIONS ITEM UNITS 1. AREA SIZE 2500SF 2. DESIGN FLOW 1"PER SF AS PER DEP 3. INCLUDES IjOOF DRAINAGE 1 UNIT PER 2500 SF 4. DESIGN FL W 208 CF/UNIT 5. SOIL PERC RATE >2MIN/INCH 6. SOIL CLASS CLASS 1 7. 100 YEARS ORM 5 MIN DURATION 8. YIELDS 20815 41.6 CF/MIN 9. DESIGN FLOW RATE 2mpi .=0.042fpm 10.AREA OF FIELD 41.6/0.042 990SF 11. SIZE PROVIDED 24 X 42 1008 SF 47 LIMIT OF STORM LEAC D 3' I i V 6' --------------------------------- II I 4"PERF. PVC PIPE TYP. p ------ ------------------------------ LL. LL 50 6' ----------- ---- 3'-- -------------------------------- 4 PLAN OF LEACH FIELD DRAINAGE AREA 220 X 150 33000 SF SYMBOL ON CHANGE IN RUNOFF COEF.0.12 SITE PLAN AREA REQUIRED 33000 X 0.12=3960 U SEE SHEET 7 USE 2 UNITS tH OFGROUND RECHARGE SYSTEM �� & ( ► FOR WAREHOUSE DESIGN E ,�'�'., WAREHOUSE DESIGN "W6. flt y %p7 ltev 0 890 8772 S.P.E.C.REALTY TRUST(CHRIS 78�71¢7��7 ADAMS TRUSTEE),1591 OSGOOD I FSS��NAL STREET,NORTH ANDOVER,MA.01822 970 NOVEMBER 3,2000 SHEET 14 97�7s�rrs0 h SCHEDULE OF BACKFILL '-' TYPE OF PIP GRANULAR BASE SPECIAL SPECIAL SELECT BACKFILL BACKFILL BACKFILL '-1 COVER "A"(IN.) u DUCTILE GRANULAR AASHTO GRANULAR AASHTO 6 GRANULAR AASHTO IRON M145-f9 A4 OR BETTER. M145-9 A3 OR BETTER M145-49 A4 OR BETTER u CONCRETE GRANULAR AASHTO GRANULAR AASHTO 12 GRANULAR AASHTO M145-49 A3 OR BETTER M145-49 A3 OR BETTER M145-49 A3 OR BETTER n PVC 314"%RUSHED STONE GRANULAR AASHTO 6 GRANULAR AASHTO M145.49 A3 OR BETTER M145.49 A3 OR BETTER r, CMP 314"CRUSHED STONE I GRANULAR AASHTO 6 GRANULAR AASHTO M145-49 A3 OR BETTER M14549 A3 OR BETTER u NOTE: THIS DETAIL MUST BE APPROVED BY THE SUPERINTENDENTS OFFICE PRIOR TO ,W INSTALLATION OR THE LOCAL CRITERIA IN THE PEPPERELL SEWER USE REGULATIONS. PAVED AREAS NON-PAVED AREAS r� 4"LOAM&SOD 3"BIT.CONIC. "S" FINISHED GRADE r-I `-' SIDE OF TRENCH MAY �l BE SLOPED BACK IN r-i /BASE GRAVEL UNPAVED AREAS ONLY. u WHERE REQ'D /—SPECIAL BACKFILL BACKFILL WITH EXCAVATED BACKFILL O SEE SCHEDULE. r, SELECT BACKFILL AS DIRECTED BY ENGINEER d TRENCH WIDTH SHALL BE ���4•� 2"RIGID INSULATION WHERE INDICATED ON PLANS 04 MAINTAINED TO TOP OF u OR REQUIRED BY ENGINEER AND AT ALL LOCATIONS '� SPECIAL BACKFILL. WHERE STORM DRAT PIPE WILL HAVE LESS THAN r, 3'OF COVER AND SEWER WILL HAVE LESS THAN °c ° ;a° o 4'-6"OF COVER. �o o� b PIPE SIZE AS o NOTED ON PLAN GRANULAR BASE, r-1 "DT SEE SCHEDULE u 413 1.0.PIPE.+1'-6"+"S"(MIN 3%0") r NOTE:BRACING AND PHEETING OR OTHER TRENCH PROTECTION TO BE PROVIDED TO MEET APPLICABLf STATE AND O.S.HA.SAFETY STANDARDS.ALL SUCH 'u TRENCH PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. r, TYPICAL SEWER & STORM DRAIN TRENCH SECTION N.T.S. f'1 tN 0� SEWER&STORM DRAIN TRENCH DETAILS / t &�d'h' uiutcd r. FOR WAREHOUSE SITE DESIGN 3 ti .a�roa Grp,,, WAREHOUSE SITE DESIGN N•�.4 i S.P.E.C.REALTY TRUST(CHRIS 78�7�¢7rr7 r,4 (` ADAMS TRUSTEE),1591 OSGOOD r l � FC/$T�RE� �� StateGlld.So,�r �N�l Ery' STRccT,PICFFTH ANDOVER,MA.01922—T—' 97a7s�rrso NOVEMBER 3,2000 SHEET 15 ri u C C _ E 1 E7 C E L C ;] C C E J E E 1 E2 E C I C J C C lob. TRENCH UNDISTURBE -AA 18" 18" _ SIDE OF TRENCH '• .� `•.:r• ' PAVING PAVED AREASIGRASS AREAS ,. BASE 1S113S��� AS SPECIFIED I 4"LOAM,SEED, �.;i MATERIAL ON PLANS +s..EL FERTILIZER 8 : . -MU L-GH GRAVEL CONCRETE —PIPE BEND AS SPECIFIED I THRUST BLOCK: Z ON PLANS SUITAB E OVERLAP i l` mPIPE co BACKFI L SIDES OF r I i -1 � � PLASTIC MARKER — '— M m v 'n TAPE APPROX.12" m m a -0 g OBELOW FINISHED PLAN VIEW w Z Nin � * Z GRADE CONCRETE THRUST BLOCK:OVERLAP N C M M X C' 1 1" SIDES OF PIPE o 'I y m C SUITABLE BACKFILL --+- �» I I PIPE BEND a m 4 fn y = Z FREE OF FROZEN zv m N C 0 LUMPS,ROCKS, tO J 1 -1 STONES DEBRIS 8 BASE C — m m N RUBBISH L7Z�1:vt4,1 SERVICE UNE B - a. ca p U) C SERVICE LINE A- _� _ MATERIAL 3 y ^p N � y-I 6" I=I . ...'1 0 0 = r m SECTION N v y tAn Z C CONDUIT TYPE THRUSTIRETAINER GLAND SCHEDULE _ "I SERVICE CONDUIT GRASS PAVED UTILITY 1/4 BEND (90 DEG.) USE POURED-IN-PLACE THRUST D SIZE AREAS AREAS BLOCK W/RETAINERS °f NRIGID GALV. 1/8 BEND (45 DEG.) THRUST BLOCK W/RETAINERS A 6.. SCH.40 PVC POWER STEEL 1/16 BEND 22.5 DEG. THRUST BLOCK ELEC.GRADE ASTM A720 ( ) 1/32 BEND (11.25 DEG. THRUST BLOCK RIGID GALV. B 4" SCH.40 PVC STEEL PHONE THE ABOVE SCHEDULE IS SUBJECT TO THE APPROVAL OF ASTM A120 THE ON-SITE INSPECTOR DUE TO SOILS AND WORKING QL PRESSURES IN THE AREA. V ' v NOTE:KEEP CONCRETE CLEAR OF PIPE JOINT,NUTS AND BOLTS. o UTILITY TRENCH: POWER & TELEPHONE TYPICAL THRUST BLOCK PLACEMENT AT BENDS a n n ETHERIDGE SB248 FRAME TYPE M GRATE OR EQUAL (ROUND FLANGE AT CORNERS TO PROVIDE MAX HAUNCHED 3'4"DIMENSION) u CONE FOR 3'.4" RECTANGULAR 8" 2'-0" BRING TO GRADE WITH BRICK 71 FRAMES. MIN.OF 1 COURSE MAX.OF 4 COURSES `J ERT REFERENCE POINT MOLD INVERT IN MANHOLE SMOOTH WATER FLOW. n 4 FOR JOINTS OF WATERTIGHT MANHOLE:KENT SEAL, a RAM NEK OR"0"RING MUSTMEETAASHTO M1986. t4jF n ar w T cc - N CASCO TRAP ON OUTLET.ONLY WHER NOTED 4 ON PLANS r- c z PRECAST CONC.BASE SECTION WITH PIPE u N W , OPENINGS AS APPROVED BY ENGINEER. z : ALL PRECAST CONC.SECTIONS SHALL CONFORM m TO ASTM C478 AND BE DESIGNED FOR H-20 c a LOADING. i• '•. SIDEWALL OF MANHOLE TO BE BACKFILLED WITH lll� SELECT BACKFILL AASHTO SPEC.M145.49 AS ji REVISED,CLASS A-3OR BETTER. 5" 4'-0" 12"THICK 314"CRUSHED STONE BASE 4'-0" PRECAST CATCH BASIN/MANHOLE r WITH AND WITHOUT SUMP N.T.S. BRASS PIN r'] NOTES: . ► 1.INSTALL CASCO TRAPS ON OUTLET Af PIPES AS INDICATED ON THE DETAIL 1 B F r-i SHEET. 2.TO INSTALL,THE CASCO TRAP IS E INSERTED INTO TF E STORM DRAIN WITH THE HOOD SOWN. r-� SIZE A B C D E F G H 12" 11.5 20 18 8 6.325 18 12.5 13.325 r i 15" 14.5 22.5 23 10.25 5.75 21 14.25 15.75 CASCO TRAP DETAIL N.T.S. ` t u n PRECAST CATCH BASIN H OF ' FOR WAREHOUSE SITE DESIGN MAA& &A&YAW"fed bOAW 9 4eTmoir e WAREHOUSE SITE DESIGN 2ri01890 �-, S.P.E.C.REALTY TRUST(CHRIS 7a�7sstj117 ADAMS TRUSTEE),1591 OSGOOD r-� �•� �/STIRS 'c@ `ass/ANAL STREET,NORTH ANDOVER,MA.01922 Y" �I�01970 NOVEMBER 3,2000 SHEET 17 97a74et n u r� u n U U n U ' 8"DIA.CAST IRON FLANGE PIPE EMBEDDED IN CONCRETE r� WITH ACCESS COVER BOLTED DOWN.COVER SHALL BE IMPRINTED"SEWER". W FINISHED GRADE r� .� IT t I BACKFILL AROUND PIPE WITH SAND II 11 I I( PLAIN END AND SPIGOT STUB(IF REQ'D) fi II ti tj j j EACH CLEANOUT SHALL BE ENCASED 1V8 BEND I I IN CONCRETE IN PAVED AREAS.THE �► t! t I CONCRETE SHALL BE FORMED USING I I AN 18"DIA.SONOTUBE EXTENDING 1 I t DOWN TO THE SERVICE LATERAL INVERT. P.E.STUB W 11 II I! BUI'I �p�Np" NOTCH SONOTUBE r� TO FIT AROUND LATERAL NOTE: SEE SHEET 25 FOR APPROVAL REQUIRED AND FINAL INSTALLATION SHALL MEET LOCAL APPROVAL AS NOTED ON SHEET 25 AND STATE PLUMBING CODE. r � r ri u f-1 PVC CLEANOUT FOR WAREHOUSE SITE DESIGN F-1 a ltf0� ya E Nei WAREHOUSE SITE DESIGN �°rwofa�rar (OfB90 • }� S.P.E.C.REALTY TRUST(CHRIS r7 ADAMS TRUSTEE),1591 OSGOOD FSSVQNaL ������`' STREET,NORTH ANDOVER,MA.01922 W 9797.G��t50 NOVEMBER 3, 2000 SHEET 18 ri -t u 4"WIDE YELLOW CURB OR L, BARRIER FREE PAINT STRIPE 4"WIDE PARKING SIGN 2'-0"O.C.TYP. YELLOW YELLOW REFLECTIVE TYPICAL. (TWO COATS) PAINT 6"R PAINT(TWO COATS) STRIPE d IR `-' S COATS) 4 r1 0 =5 z 90 � "WIDE u 4YELLOW 4 N REFLECTIVE `' 2f TRAFFIC PAINT u STRIPE ,� o • ;Q TYP. r� 9.-0" 8'.0'- 5'-0" 9.-0" COATS) u PER PLAN 3" TYPICAL PAR iNG SPACE DIMENSIONS r; �OF PARKING SPACE AND TRIPING DETAILS INTERNATIONAL BARRIER u N.T.S. FREE SYSMBOL h N.T.S.. u u - RESERVED RESERVED FORMED TOP r, I PARgNG PARRRIO 6"VIA.CONC.FILLED USTEE STANDARD HT BOLLARD �♦ 4 r, R54 113-1 rVANACCESSIBLE erf PAINT TRAFFIC 30"x30" 24"x24" YELLOW PAVING a a a aXly �\ .:� � \. u E air �\ .• . �/ 24"DIA. PARKMfG PARKNG TO \ ' r; 0 ! _ .�;L CONC.FILLED ,�SONO TUBE r ; TRAFFIC SIGNS CONCRETE BOLLARD n N.T.S. DETAIL r� PARKINGLOT DETAILS O��Fpa�H Off9� FOR WAREHOUSE SITE DESIGN rtiN WAREHOUSE SITE DESIGN Eftai 9�GaEellev�ft�al89a S.P.E.C.REALTY TRUST(CHRIS 78�7ts7!!7 ADAMS TRUSTEE),1591 OSGOOD ssjpHAL ENg\� STREET,NORTH ANDOVER,MA.01922 al97a NOVEMBER 3,2000 SHEET 19 97g7slrxsa r, n u r� • f • f • f • •••• f • EXISTING � • •• • • • • � • WOODED �` 1 • `, • • • AREA ............... • • 'Nab•, 128 ................. u' ............ 26 24 `i 118 �. 116,_ 114 ...:.., ''.` ._..,...., 22 f ` ...... 112 �:: • . - s r� 118 `sFG s 120 u 106 �Nr�r eC �. 118 104 -_ _...., �f Wq... ` ;• 116 r 102 14 12 u 100 I ... �` . 110 � •� �'108 OF .._.. r_ ••,p.y,M6 ( 106 u 98 � / ♦ + \/ r �♦ 104 KEY •, ® ABORVITOE 0 JUNIPER SGOOD Sr s RHODpDENDRON �FFT 102 r7 LANDSCAPING PLAN SCALE 1" = 100' r ; r ' LANDSCAPING PLAN o�� SH Of FOR WAREHOUSE DESIGN `�/ t ya HSESIGN r�� � IF. WAREHOUSE D � S.P.E.C.REALTY TRUST(CHRIS 7-V¢7YIY7 ST�R� �'�� ADAMS TRUSTEE), 1591 OSGOOb J-0.44Ayll"Ia AL STREET,NORTH ANDOVER,MA.01922 Y-/—,"AQ79 NOVEMBER 3, 2000 SHEET 20 f'1 u u n PLANT SPECIES LIST `J SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS 1 Clethra ainifolia"Ruby Spice" Ruby Spice Summersweet 18-24" 5'o.c. '—' 2 Chamaecyparis obtusa Hinoki False Gypress 6-7' BBB,Full n 3 Hostq"Love Pot" Love Pot Hosta 1 gal. V o.c. 4 Host4"Northern Exposure" Northern Exposure Hosta 1 gal 30"o.c. n 5 Liqui(lambor styraciflua American Sweetgum 2.5-3"cal BBB 6 Pinus mugo"Pumillo" Dwarf Mugo Pine 2-2.5' BBB V o.c. 7 Poteptilla fruticosa"Princess" Princess Cinquefoil 18-24" 3'o.c. n 8 Prunys sargentii"Columnaris" Columnar Sargent Cherry 2.5.3"col. BBB 9 Spirep nipponica"Snowmound" Snowmound Nippon Spirea 2-3' S'o.c. r. 10 Taxus x media"Hicks!" Hicks Yew 3.5-4' BBB Full Vo.c. u 11 Thujq occidentalis"nigra" Dark American Abornitoe 4-5' BBB Full T o.c. r, r LANDSCAPE NOTES: 1.Planting of trees and shrubs shall not occur until all grading and paving is completed. n 2.All plants shall have a normal habit of growth for the species and shall be sound,healthy and free of disease and '—' insects. They shall conform to the measurements on the Plant List and shall conform to AAN Z60.1-Nursery Stock,latest revision. r, 3.All plants shall have all non biodegradable materials(string,wire,pots,etc.)removed at the time of planting. �► Circling roots or roots that would later girdle the plant shall be straightened,cut on the root ball shall be cut utilizing the"butterfly method". r-: 4.Backfill mix shall be composed of a 80120 loamlpeat moss mix. Planting pits shall be excavated to twice the diameter and to the same depth of the plant root ball. Backfill 1/2 of depth of pit at a time and compact. See Note 5 and install slow release fertilizer after first backfill lift. r, f v r : r LANDSCAPING NOTES �f FOR WAREHOUSE SITE DESIGN '&az r� At yGn WAREHOUSE S1TE DESIGN: s� Q.... ��tr.Ee!lev.�At Ol890 • � S.P.E.C.REALTY TRUST(CHRIS 7e¢7!!7 ADAMS TRUSTEE),1591 OSGOOD r FSS/pNAL� STREET,NORTH ANDOVER,MA.01922 .�i�ins,�fd�O1970 NOVEMBER 3,2000 SHEET 21 u r r� L All pantings shall have slow release fertilizer tablets installed. Tablets shall be A_griform 21 gram 20-10-5 planting tablets or an approved egpal. Application rate: perennials-1 tabletlplant,woody shrubs to 3'-0"-2 tabletslplant shrubs and trees 3'-0 to 61-0-3 tablets/plant and trees 6'0"and above-4 tablets/plant. After plants are installed, liquid feed all plants with Roots or an approved equal. Mix according to manufacturers instructions.Application rate: perennials-2 Qts/plant;woody shrubs to 4'-0"-1.5 gallplant,trees and shrubs V-0"to 10'-0"3.0 gallplant and trees 10'and above-4.0 gallplant. `-' 6.All trees shall have plant support stakes installed at the time of planting. Cherry shall have three support stakes and the trees shall be staff ed according to detail. 7.Mugo Pine,Sumersweet,Cinquefoil(Potentilla),Hosta,Cherry and False Cypress are located in mulched beds. u All planting beds shall be free of weeds or grass prior to installation of mulch. If vegetation exists treat with herbicide. Mulch to be installed to a depth of 3"after normal settling. Mulch shall be medium shredded Hemlock bark, treated with Treelan or equal,prior to installation. All plantings not in beds or islands shall be circle mulched according to the detail. u 8.All plants shall have their locations staked and approved by Phalen&Allen prior to plant installation. rl All plants shall be oriented for best appearance. 9.Plant species substibrt(ons will not be allowed unless first approved by Phalen&Allen. 10.All plants shall be guaranteed for one growing season. Any plants that die during the guarantee shall be replaced by the landscape contractor at no cost to the owner. u 11.All areas not identifies)with other surface treatments shall be lawn. The lawn area shall be seeded with Lofts Tri-Plex General or approved equal and straw mulched. The contractor shall be responsible for lawn maintenance. r7 Maintenance shall commence at the time of planting and last until a good full catch of grass is established. 12.Allow Cinquefoil(Potfntilla),Hosta and Sumersweet to grow together to form a natural looking plant moss. Allow Mugo Pine to grow together to form solid ground cover. Dead head flowers on Hosta once the flowers have past. u r� u u C'l u rl u rl n LANDSCAPING NOTES (CONTINUED) FOR WAREHOUSE SITE DESIGN yGn WAREHOUSE SITE DESIGN S.P.E.C.REALTY TRUST(CHRIS 787-197fZ7 ADAMS TRUSTEE),1591 OSGOOD ftA(I"�a � SS/p�AL STREET,NORTH ANDOVER,MA.01922 �aleag �1a/Of970 u 97&7s��0 NOVEMBER 3,2000 SHEET 22 u u FOR ATTACHMENT TIE HEIGHT SEE STAKING TIE BETWEEN DRIVE STAKE AT SLIGHT RUBBER `-' 1/3&2/3 ANGLE&DRAW VERTICAL HOSE ONE TREE HEIGHT APPROX.2/3 BALL DIA. PIECE PER TIE 3"MULCH COMPLETELY u 3"BARK MULCH jj jj EXTENDING ENCIRCLING OVER BERM I I OVER SAUCER WIRE LOOP AROUND WEED BLOCK TREE FABRIC n 18"MIN. ll!! n � APPROX.2/3 BALL DIA. u 9"COMPACTED TOPSOIL i 3"+/- NOTE: "+/-NOTE:FOR TREES TO 3"CALIPER TYPICAL TREE STAKING f n N.T.S. f . , TWISTED WIRE LOOP OR TURNBUCKLE(OPTIONAL) r� STAKING TIE DETAIL GROUND LINE N.T.S. WEED BLO TO BE SAME AS r• FABRIC AT NURSERY. 3"MULCH EXTENDING EARTH SAUCER W/ OVER BERN_ 4"HIGH BERM r-1 Z _ u 9"MIN BACKFILL W/TOPSOIL& --.�- PEATMOSS MIX IN 9"LAYERS. WATER EACH LAYER UNTIL r i BREAK SETTLED.DO NOT TAMP. ,� ` TIE HEIGHT �r SUBSOIL COMPACTED TOPSOIL WIRE W/A PICK & �< j, APPROX.1/2 HOSE TREE r , TYPICAL SHRUB PLANTING _ _ HEIGHT L, N.T.S. 4"BARK MULCH ��� �� EARTH OVER BERM SAUCER W/ r ALT.STAKE 4"HIGH u LOCATION BERM SOIL MIX WEED �-i 18"MIN. BLOCK I FABRIC �--9"COMPACTED TOPSOIL I r TYPICAL EVERGREEN PLANTING N.T.S. V-1 LANDSCAPING DETAILS LJ OF A FOR WAREHOUSE SITE DESIGN )Zz& ftftftft ntiN WAREHOUSE SITE DESIGN E � v5'a&ta..,l.v as890 L, ^"Lf. S.P.E.C.REALTY TRUST(CHRIS 78A7-.¢7y>7 �. ADAMS TRUSTEE),1591 OSGOOD FSSIaNa` ANG\� STREET,NORTH ANDOVER,MA.01922 .�il�ns,wUal 01970 NOVEMBER 3,2000 SHEET 23 97�7s�"so n EROSION CONTROL NOTES EROSION/SEDIMENT CONTROL DEVICES r-i The following erosion sedimentation control devices are planned for this site during the construction period.These devices shall be installed as indicated on the plans. u 1.Silt Fence: Silt fencF will be installed along the downgradient edges of disturbed areas r� to trap runoff bome s1diments until the site is stabilized. 2.Rip Rap: Rip rap shall be installed in areas where slopes are>2:1 and los shown on the plans. Rip rap is inter ed to protect the soil surface from erosion forces of concentrated runoff,slow the velocity of concentrated runoff while promoting infiltration,and to r� stabilize slopes. '—' 3.Loam,Seed&Mulch: All disturbed areas,which are not otherwise treated shall receive permanent ding and mulch to stabilize the disturbed areas. The disturbed areas r will be revegetated wi in 5 days of final grading. Seeding requirements are provided at the end of this report. v 4.Construction Entrance: A stabilized construction entrance shall be installed,as shown on the plans,to reduce the tracking of sediment onto public right-of-way. The placement of the construction en"nce shall be at the major points of construction ingress and egress. u TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES r� The following are planped as temporary erosion/sedimentation control measures during construction of the Dgvelopment. `J 1.SILTATION fence shall be installed along the downgradient side of the parking areas and of all fill sections. The SILTATION fence will remain in place until the site is revegetated. r� 2.Hay bales will be in fitalied at key locations to supplement the silt fence. 3.Temporary stockpiles of stumps,grubbing,or common excavation will be protected as follows: a)Soil stockpile side slopes shall not exceed 2:1 r� b)Temporary stockpiles shall not be in areas with slopes over 10 percent,and shall be located away from drainage swales. c)The stockpile shall pe stabilized within 15 days by either temporarily seeding the stockpile with a hydroseed method containing an emulsified mulch tackifier or by covering n the stockpile with mulch. �+ d)If stockpiles must remain in place for more than 60 days,filter fabric shall be used in place of mulch or temporary vegetation. r7 t e)Any stockpiled topAoil shall be surrounded by siltation fence. U 4.A stabilized construFtion entrance will be installed at the project driveways. The construction entrance shall consist of an approve 20 feet wide minimum by 50 feet long by 4 inch depth of crushed stone. During construction,this entrance will be monitored and the crushed stone removed and replaced as it become u contaminated with mud/dirt/debris from the contractor's operations. 5.All denuded areas which have been rough graded and are not located within the building pad,or parking and r driveway subbase amp shall receive mulch within 30 days of initial disturbance of soil or within 15 days after completing the rough grading operations. In the event that the Contractor completes final grading and installation of loam and seed within Pe time period presented above,installation of mulch and netting,where applicable,would not r' EROSION CONTROL NOTES � ZU Of FOR WAREHOUSE DESIGN G 4�'apane.Siree n WAREHOUSE DESIGN S.P.E.C.REALTY TRUST(CHRIS 78f-7-0.¢7!!7 ADAMS TRUSTEE),1591 OSGOOD 1t46yaw, r AL �NTREET,NORTH ANDOVER,MA.01922 Yolk-,"°197° 'J NOVEMBER 3,2000 SHEET 24 9797y>' o r� n u ri be required. L, 6.If work is conducted between October 15 and April 15 all denuded areas are to be covered with hay mulch,applied at twice the normal application rate,and anchored with fabric netting. The period between final grading and mulching shall be reduced to a 15 day maximum. n 7.OSGOOD Street shall be swept or washed to control mud and dust as necessary. u 8.Temporary erosion control measures shall be removed one the site has been stabilized(95%established vegetation) n or in areas where permanent erosion control measures have been installed. v PERMANENT EROSION CONTROL MEASURES The following permanent control measures have been designed as part of the Erosion/Sedimentation Control Plan: t—i 1.The storm water runoff from the building and paved areas will discharge into the ground. 2.All areas disturbed dyring construction,but not subject to other restoration(paving,rip rap,etc.),will be loamed, limed,fertilized and seeded. Native topsoil shall be stockpiled and reused forfinal restoration when it is of r� sufficient quality. 'J 3.Earth sloped greater Than 2:1 will receive rip rap. ri TIMING AND SEQUEN�OF EROSION/SEDIMENTATION CONTROL MEASURES The construction periwill last approximately three months. The Contractor will be required to have the least possible area exposed to the elements and will be required to maintain the erosion control elements on a regular maintenance schedule. The sequenge of events anticipated are: r Install perimeter silt fence and construction entrance. u Demolition of existing structures. n perform outthll operations,install wall and bring site to sub-grade elevation. Begin installation of underground utilities,and construction of the building M Complete fine grading of the paved area,install curb and place base pavement course to stabilize the site. �+ Complete construction pf the building. r Begin installation of the landscaping. Install surface pavement course and stripe paved area. Finish the perimeter landscaping,topsoil all perimeter disturbed areas and install seed and mulch. v Remove silt from behind the silt fences and mix with topsoil for use in topsoiling operations. When vegetative cover is established on 950/6 of the site,remove the perimeter sift fence. r� Note.,All denuded areal not subject to final paving or rip rap will be mvegetated. Various items in the sequence may occur concurrently. r In addition to the measgms list above,the following work will be performed as required: L, 1.Remove accumulated sediment from ahead of any silt barriers(as necessary)and dispose off site. r� 2.Dust and wind erosion shall be controlled throughout the life of the contract. Dust control shall include,but is not limited to sprinkling of water on exposed soils and haul roots. u EROSION CONTROL NOTES(CONT. o�� t1t Of 'wA, c FOR WAREHOUSE DESIGN `�/ yam, WAREHOUSE DESIGN ryrryru4 ,,LpI a a90 S.P.E.C.REALTY TRUST(CHRISBel 7a�7��7r�7 ADAMS TRUSTEE),1591 OSGOOD �laG�6l�yr AL TREET,NORTH ANDOVER,MA.01922 Y'Aw-"X970 NOVEMBER 3,2000 sHEET28 97s-7s-Z ffj 9 1 7 LJ n 3.If excavation is interrupted by heavy rains,additional mulching or gravel work mate may be required on areas of exposed soils. Soils which may have become unsuitable for use due to exposure to heavy rains shall be removed from the work area and dried or disposed of off site in a manner consistent with this plan. M The General Contractgr will be required to submit a schedule to the Owner for completion of the work which satisfies the following criteria: u 1.The worts shall be conducted in phase which will: n a)Revegetate disturbed areas as rapidly as possible,backslopes and fill slopes. b Incorporate plannJ drainage systems as early as possible into the construction phase. 1 c)If any site work is not scheduled to be completed by November 1st and construction is planned between October 1 and April 15 of any calendar year,then the General Contractor shall submit a schedule which will satisfy the + following criteria: r-1 I.Limit the amount of Exposed area to work areas intended to be undertaken during the proceeding 30 days. ii.During the construction process,before final grade is established,all disturbed areas shall be covered with mulch within 15 days. r 1 iii.Incorporate planne�drainage systems as early as possible. iv.Once final grade hos been established,the contractorwill temporarily seed the disturbed area priorto placement of mulch. The Contraytor shall return in the spring of the following year to permanently seed areas which have not n established a sufficleot cover. u The schedule will be subject to the approval of the Owner and his authorized representatives. t"1 The Contractor must install any added measures which may be necessary to control erosion/sedimentation from the site dependent upon the actual site and weather conditions. U The Contractor shall note that no areas shall remain denuded for a period of over 30 days before temporally n stabilized. Temporary stabilization shall be the installation of gravel or mulching. u PROVISIONS FOR MAINTENANCE OF THE EROSION/SEDIMENTATION CONTROL FEATURES The project will be coptracted by S.P.E.C.REALTY TRUST to a General Contractor. The Contractor will be required to t`1 designate,by name,a person responsible for implementation of all erosion control measures. Speck ` responsibilities will include: 1.Inspection of the project work site on a weekly basis,and after each rainfall(0.5 inches or more within any r� consecutive 24 hour period)with the installation of added erosion control measures in areas which appear vulnerable to erosion. The Contractor shall maintain written records of these inspections noting compliance with the plan,any deviations and corrective measures necessary to comply with the erosion control requirements of this report. r� 2.Inspection of all erasion control measures after any significant rainfall. Accumulated silt/sediment should be removed from the barriers when the depth of sediment readied 6 inches. A significant rainfall shall be defined as over 1/2 inch of precipitation in any consecutive 24 hour period. r COMPLIANCE 1.The erosion and sedimentation control plan will be made part of the bid documents. The Owner will insure compliance by monitoring the site and withholding payment for items not completed. EROSION CONTROL NOTES(CONT. Of ,�ei FOR WAREHOUSE DESIGN Iffp� y E i WAREHOUSE DESIGN S.P.E.C.REALTY TRUST(CHRIS 78�7r�7��7 ADAMS TRUSTEE),1591 OSGOOD f"'A&SSW, �s/SNA` LN��� TREET,NORTH ANDOVER,MA.01922 .��•- 00970 NOVEMBER 3,2 000 SHEET 26 97�7s�9rso r, L.J n uS OC 1"X 1"X 3'1N°°D STNS r7 _Z Z Z PER � W�535 .cpvpj C y' BACKFILL AND COMPACT u BACK, EXCAVATED SOIL O VERf TRENC 6" 'DEEP TRENCH r-, SILTATION FENCE 30'•40- U 194.1914931'W R=1S A r� RESIOE ZONE L •�..,':• PLAN 1286 ACRE ••TO�ESSAR - u f . z rl 3 m no - W z2 g r- `�u)o N> LJ ro wo MR wa 770 � -,•.•',.•. m PROFILE u FILTER FABRIC CONSTRUCTION ENTRANCE NTS u La H n =_ 3 � iNOUSTRIALFONE s a -■ h 2671 ACRES -o+ y 4 b 6ILTATION FENCE wIt S z o z r� W: y Y Q � H R��bo 4p7. .. -. EROSION PLAN N1a °'' o w SCALE 1" = 100' r� SILTATION FENCE& Atli Of CONSTRUCTION ENTRANCE FOR WAREHOUSE DESIGN Zftft ri F. yam, WAREHOUSE DESIGN ,�y(&-ago S.P.E.C.REALTY TRUST(CHRIS 78 flea 6 8j* I, ADAMS TRUSTEE),1591 OSGOOD sx.+ar.,�.Solval sS/pNAL TREET,NORTH ANDOVER,MA.01922 YaAw,"XW `J NOVEMBER 3,2000 SHEET 27 97�7y� +0 1-� 'u n U ". TYPICAL FOOT CANDLES FROM MANUFACTURER r, 10 UNITS PROPOSED Li r Z Li q � 1 J CL n W W 'a I 0 Lu LL Lij u QZz ra eaQ ::�':: j ..ir1 W o Ul w w a n u r: ' •'I •• (� W w Z m u • 0W4: LL W a. r1 UZZ J p 1m n a0 8epas� f •..: �.1 io ATE SIGN n oSGQOO 16, n rRF�T n tH Of ILLUMINATION PLAN r, 2 '�9, � FOR WAREHOUSE DESIGN a r-� WAREHOUSE DESIGN �J, S.P.E.C. REALTY TRUST(CHRIS 7e�7�s7��7 TERN k� ADAMS TRUSTEE),1591 OSGOOD FSS/ANAL ���\��' STREET, NORTH ANDOVER,MA.01922 ���,��4�9JO ,u NOVEMBER 3,2000 SHEET 2e 9,78-74A xxso n r� r: u NOm OF UNITS 10 LUMENS PER FIXTURE 32000 AREA OF SITE 11.6348 SF MFG . COEF, OF U 0.3 U MAINT, COEF, 0.4 U ri HEIGHT FACTOR 30/20 = 1 .5 ri AVG. FC. = 10x32000x0.3x0.4x1 .5/11634 ri AVERAGE F . C ON S u r-I L--j r-1 0 . 50 FOOT CANDLES/SF u LOW u r1 u 71 ILLUMINATION INTENSITY u �H Of '�►9s� FOR WAREHOUSE DESIGN �� � & ���ic�iinited yG 4�uyene�iroe ri WAREHOUSE DESIGNta, �gyo L, ►�fir! S.P.E.C.REALTY TRUST(CHRIS 7a�7.fa7fY7 ERE ��� ADAMS TRUSTEE),1591 OSGOOD rr.964AYN"t fs��NAL TREET, NORTH ANDOVER,MA.01922 Y-"A"6YY,70 L' NOVEMBER 3,2000SHEET 29 �7�74�Ct50 n n � r r O O IA N I O r r r r Of 01 CO 0 'L1,1,0Ad + O 'L1,1, IAd •; O O I`-' ud 008'91,1, + c n o � o n oN Z 01,'1'01, 101,'£1,1,WIN MEIN + + u 0180 NIISIXEI 411(18321 O o • o n O + • N `-' Z o F o : O O x Lu • N u ; Cl ' O • O F-1 ' • o o • w + J td' LL O O `-' + a II .1 g O O w u . + _ to = OZ'901, � (q N Z N w 0 LL0 '901,0Ad co w l c 0 '901, IAd + Q N V - � o so 00'b01, • o u ' O ' O r1 • N+ u 00/1,01, 0 r: a o us o c r O O w N r r r r r cp os ACCESS ROAD PROFILE ,ZH Of 0 +00-2+ 80 & AMIMY=iteal FOR WAREHOUSE DESIGN zftft aa E WAREHOUSE DESIGNANIL6 �gyo Iii�� S.P.E.C. REALTY TRUST(CHRIS 7-A 701f7 �•�` TERN �@ ADAMS TRUSTEE),1591 OSGOOD Y&W �' AL TREET, NORTH ANDOVER,MA.01922 ANEN NOVEMBER 3,2000 SHEET 30 9j�74�Bx40 I-. u u 1A rl N N N t0- O N O O 71 J •- r r r r u PPROX. PROPERTY LINE O + - 01s'LZL 190 X 14 .061 ACRES RAINFA =12'/HR c n N + L, Q=1X12110,061=0.74CF FOR 3 MANHOLES Q=2,2 CFS Cl • o n + Q=1.486 n x R?3 x S112 os'szI, : Q= 11.8 FS 0 0 n CONTAI ABOUT 1 ACE + WORST ASE RUNOFF CD + C) a n `o �,,. Q=1X1X 2=12CFS + ,� Z T- 12"PIPE S ADEQUATE `-' FOR ALL CASES o opo + + r� + N 'p 00'SZ6 83 MEIN N J + D • � 11 Z a 'r' •' Lam' O O W rt o � _ > O ON w u tt` + N W C7 + Lu U Q r-I Z •� FOU WRI 83 MEIN � V V Q CO) X W OG. eF O Z' O r � + W ZC . Q_ •• 'bL L'ANI a7 'M WRI 83 MEIN a �', p 8*M M O Z O u- •• 2': 00'al, 0+0 �t N N N O u r r r r r r .� ACCESS ROAD PROFILE � tH Of 2 + 80 -5 +40 +1- moi' eic & ��a�i�nited oZ► e, FOR WAREHOUSE DESIGN WAREHOUSE DESIGNy. ,�,,/�t o>evo - S.P.E.C.REALTY TRUST(CHRISyam 7-107 EG,1STER� �� ADAMS TRUSTEE),1591 OSGOOD s1Sor. Ffs�ON4L EN� � TREET, NORTH ANDOVER,MA.01922 NOVEMBER 3,2000 SHEET 31 9��74>--1850 C f_1 LJ n 30' 'CRUSHE 14'- 2.6-BIT.CONC. g'CRUSHE STONE STONE n 6"MIN-12" MAX TYPICAL Li n Li 12"COMPACTED GRAVEL n TYPICAL GRADING AND PAVEMENT BETWEEN STRUCTURES NTS n 25'ACCESS ROAD n u 6'CRUSHED 6'CRUSHED STONE 14'- 2.5"BIT.CONC. STONE 5.5' u will Nil n -•. _> r ter' a i N s • 4titi} , 12"COMPACTED GRAVEL TYPICAL GRADING AND PAVEMENT FOR ACCESS ROAD NTS r, PAVEMENT&GRADING A SH Of ye„ FOR ACCESS ROADS '"a &Jwlle2Y4a4ted FOR WAREHOUSE DESIGN WAREHOUSE DESIGN �• , a�890 S.P.E.C.REALTY TRUST(CHRIS 78-,7-v¢71Y7 II i ADAMS TRUSTEE),1591 OSGOOD 1-0.44Zybwt fs��NAL �@ISTREET, NORTH ANDOVER,MA.01922 NOVEMBER 3,2000 SHEET 32 r, i AORTN SS^CHUS� NORTH ANDOVER i OFFICE OF THE ZONING BOARD OF APPEALS 27 CHARLES STREET NORTE ANDOVER,MASSAC�HIUSETTS 01845 .FAX(978) 688-9542 Date: TO: Town of North Andover Zoning Board of Appeals 27 Charles Street North Andover, MA 01845 phone# 978-688-9541 fax# 978-688-9542 Please be advised that I have agreed to waive the time constraints for the Zoning Board of Appeals to make a decision regarding the granting of a SPECIAL PERMIT for property located at: a STREET: %/ S'G0019 TOWN: A Nn,� 2y -mow NAME OF PETITIONER: Sl?,-.C, &L7- 7/�115T Signed: ,�� � petitioner (or petitioner's representative) ATTACHMENT ml/variance r� BO.yP.D OF.-1PPEa.LS 638-9`.-41 BUILDINGS68S-9545 CONSERVATION 63S-9530 H-17 1LTH 6SS-9510 PLA,�ING 6SS-9535 L s 7 Section 9 Special Permits The Zoning Act 12-96, Mass. General Laws Chapter 40A Each application for a special permit shall be filed by the petitioner with the city or town clerk and a copy of said application, including the date and time of filing certified by the city or town clerk, shall be filed forthwith by the petitioner with the special permit granting authority. The special permit granting authority shall hold a public.hearing, for which notice has been given as provided in section eleven, on any application for a special permit within sixty-five days from the date of filing of such application; provided, however, that a city council having more than five members appoint a committee of such council to hold the public hearing. The decision of the special permit granting authority shall be made within ninety days following the date of such public hearing. The required time limits for a public hearinq and said action, may be extended by written agreement between the petitioner and the special permit granting authority. A copy of such agreement shall be filed in the office of the city or town clerk. A special permit issued by a special permit granting authority shall require a two-thirds vote of boards with more than five members, a vote of at least four members of a five member board, and a unanimous vote of a three member board. ml/spermit �1 hORTN t 1 F 9 CHOo NORTH ANDOVER OFFICE OF THE ZONLNG BOARD OF APPEALD 27 CHARLES STREET I\1OR i H Al,LOVER,lyL?SSACHL-SETTi S O i 8 / ,FA:�(978) 683-954: Date: TO: Town of North Andover , Zoning Board of Appeals 27 Charles Street North Andover, MA 01845 phone # 978-688-9541 fax # 978-688-9542 Please be advised that I have agreed to waive the time constraints for the Zoning Board of Appeals to make a decision regarding the granting of a VARIANCE for property located at: STREET: TOWN: NAME OF PETITIONER: &,4-47�UST Signed: F CSG%moi petitioner (or etitioner's represents ive) 10.4 Variance and Appeals The Zoning Board of Appeals shall have_power upon appeal to grant variances from the terms of this Zoning Bylaw where the Board finds that owing to circumstances relating to soil conditions, shape, or topography of the land or structures and especially affecting such land or structures but not affecting generally the zoning district in general, a literal enforcement of the provisions of this Bylaw will involve substantial hardship,financial or otherwise,to the petitioner or applicant, and that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of this Bylaw. MI/variance eG-_c:.GF-arc-'._S 72327`-. E( ._DC;GS dS?i-q: sNS CO cR`+.=.TiG + r�.`.1,7..50•; . ) \G o o-';`�= NOR7ry 3? • `` o, n x i y i ,SSCHU5�{ f NORTH ANDOVER OFFICE OF THE ZONING BOARD OF APPEAL., 27 CHARLES SIM SET N0R7HAND0V7-R,MASSACHUSETTS 01S45 FaX(97S) 638-954'' Date: ' 1 �01-0 1.0 TO: Town of North Andover Zoning Board of Appeals 27 Charles Street North Andover, MA 01845 phone # 978-688-9541 fax # 978-688-9542 Please be advised that I have agreed to waive the time constraints for the Zoning Board of Appeals to make a decision regarding the granting of a VARIANCE for property located at: STREET.- CS-9a ' CY , TOWN: . NAME OF PETITIONER: �. Signed: -44Z ' / iei petitioner (or petitioner's representative) 10.4 Variance and Appeals . The Zoning Board of Appeals shall have power upon appeal to grant variances from the terms of this Zoning Bylaw where the Board finds that owing to circumstances relating to soil conditions, shape, or topography of the land or structures and especially affecting such land or structures but not affecting generally the zoning district in general, a literal enforcement of the provisions of this Bylaw will involve substantial hardship,financial or otherwise,to the petitioner or applicant, and that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of this Bylaw. Ml/variance BO.yltDOF.-PDE�1S73S-95»l KiLD[NGS6SS-9545 CONSERVATiON62S-9fN F.EALTH6331-95»r) PLA`!v�\'GciSS-9535 Zoning Bylaw Denial Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 sswCHUSt4 Phone 978-688-9545 Fax 978-688-9542 Street:— Map/Lot: treet:Ma /Lot: -31 — o b o4- Applicant: A licant: . Sg.r.C. t rz Request: z o rj Kr ; i� �' _n w PAC, s i- e� Date: V;k7 i Please be advised that after review of your Building Permit Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning' Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting ITFrontage Complies 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use 5 . No access over Frontage 1 Allowed G Contiguous Building Area (22 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required 'r a'4 '�p�+2'� 3 Preexisting CBA 5 Insufficient Information , 4 Insufficient Information C Setback H Building Height 1 All setbacks comply F.cc.t-pT k,o-w,eL 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient Insufficient Information 5 Rear Insufficient j6 r-r f-Ven, I I Building Coverage Preexisting setback(s) t:W�167. VW ,q- 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies t r b`34 D Watershed 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign 3 Lot,prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information Insufficient Information E Historic District I( Parking In District review required 1 More Parking Required Not in district 2 Parking Complies 3 insufficient Information �� ' ,,;^' 4 25 r-r. IN07 Remedy for the above is checked below. Item # Special Permits Planning Board Item # Variance Tb-4 Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Fronta a Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Larq a Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar. Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department.The attached document titled"Plan Review Narrative"shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file.You must file a new building permit application form and begin the permitting process. Building Department Official Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the building permit for the property indicated on the reverse side: I I I Referred To: Fire Health Police Zoninq Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT s � 194.19 N 280 31' W WAREHOUSE LOCATION 200' PLAN RESIDENTIAL ZONE SCALE 1"= 100' 1.285 ACRES w a CRITICAL DESIGN FACTORS _ U � N 1.WAREHOUSE PARKING D PARALLEL TO BUILDING N N N EEDED 36-SPACES 0 vs AVAILABLE SPACES 75 � N 0, N eslobl Nal" M 2. TOTAL BUILDING AREA N38400 38400 SF.STORAGE SPACE 4Stria� w GROUND FLOOR 31950 SF, F Zoh N 2ND FLOOR 8700 SF, TOTAL 30' he STORAGE SPACE 40650 SF APPROX.LIMIT OF 30' z EXISTING PAVING $0' - »'»; DESIGNATES TRAFFIC FLOW ti T G Lo 0 Go T . .. n O �- I- Ino V 3 F 41 3 q o 25 35' .. 35' 5` 1 co >-co 30' j z z r CL 0 j' y ufit' w0 Z � 0 1` u N J 11 Nw u y o W N J J :< a O'er o c p � . CW H w C N ' Z = W Sri Q Lu F W TRVOT G oF��F rte,, _ LY Q ci ,n z m URS ADS/N 1 e- -- �! F- Q 1 ........... M a � y o w U rQ . � 0 aF0 � �ORr � l All ?1q01 S � . y y L �+Q gp 99 At ti o©��'� N 1000 0' �FfSFc�sr�aE° �NNAL ENS �� -70 - 3�5� 7 2 � 3� , 3 u �j v 3Q 10 A f� te�" J� GGA L��' S�� ( r-- ��� �tfid Town of North Andover NORTH OFTTCE OF COMMUNITY DEVELOPMENT AND SERVICES ° . AK 4, 27 Charles Street '� x North Andover, Massachusetts 0 184 WII.LIANI J. SCOTT CHU7`-S Director (973) 688-9531 Fax (978) 633-9542 FAX Transmission TO: FAX Number: FROM: Town of North Andover Zoning Board of Appeals FAX: 978-688-9542 PHONE: 978-688-9541 DATE.- SUBJECT.- Total ATE:SUBJECT:Total number of pages: REMARKS: Attached is a fax containing your legal notice. As you are aware, the attached legal notice has to be placed with the legal notice department of the Lawrence Eagle-Tribune and it is your responsibility to do so as-soon-as-possible in order to meet the required deadline. Failure to place the legal notice in the paper within the required deadline will mean that you will not be able to be placed on the ZBA agenda for the upcoming meeting. The phone number for the Eagle Tribune is: 978-685-1000, ext.#412, should you require further assistance. Ml/fax BOAR-DOF:2? .SLS 633-9;= 5UZDING 63o-`.:15 CCSF.RIVATiGN 633-9_5 30 HEALTH 633-9.J-,) r_. . i' iN G b . , . : �� � �� �l �reei�eiit 4 me on /787/7e97��7 7&,4 iete,, '411V 07890 �ax /j87/J�'9�9�c NORYN . Zoning Bylaw Denial Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 sACHUSE Phone 978-688-9545 Fax 978-688-9542 OT-k-� ►���s . �b El ie.. Street: I cp S on ST2t 1 Map/Lot: - cc, o4- Applicant: A plicant• E.C. '�c. i C 4at' 14 t S Request: z o ry k Com, Date: Please be advised that after review of your Building Permit Application and Plans that —� your Application is DENIED for the following Zoning Bylaw reasons: Zoning Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting Frontage Complies 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage �1 Allowed G Contiguous Building Area 2 Not Allowed _ ,'� 6., 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required 7A We. r*---(40 3 Preexisting CBA 5 Insufficient Information , 4 Insufficient Information • C I Setback H Building Height a� 1 All setbacks comply 84t.-pT zrp eL. 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height - 4 Right Side Insufficient _ Insufficient Information 5 Rear Insufficient r5 �• r3�c=�. -BuildingCoverage I ,` Preexisting setback(s) t'x'sT6'. YUL�% C 1 Coverage exceeds maximum t� 7 Insufficient Information 2 Coverage Complies '-t g I r b�34 - D Watershed 3 Coverage Preexisting 1 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information Insufficient Information E Historic District K I Parking In District review required 1 More Parking Required Not in district Parking Complies 3 Insufficient Information 4 25 r-r. �2�vee Nor -3� .�a -r. ►���. Remedy for the above is checked below. !te-M -ft Spacial Perrr:ts Plar4ning Board Item # _ Variance lb—4 Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Fronta a Exception Lot Special Permit Lot Area Variance ./Common Driveway Sec I Permit Height Variance Congregate Housi ecial Permit Variance for Sign Continuing Care R Wrement Special Permit Special Permits Zoning Board Inde endent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit —2. Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Densit Special Permit , Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department.The attached document titled"Plan Review Narrative"shall be attached hereto and incorporated herein by reference. The building department will retain all plans an documentation for the above file.You must file a new building permit application form and begin the permitting process. Building Department Official Signature Application Received Application Denied Denial Sent : If Faxed Phone Number/Date: 1 Plan Review Narrative2 �^ The following narrative is provided to further explain the reasons for denial for the building permit for the property indicated on the reverse side: k: Ifem Reasons f©r Denial ' � < Kefe�rence t Referred To: Fire Health Police Zoning Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT •"� Zoning Bylaw Denial p Town Of North Andover Building Department tys :.j�'r 27 Charles St. North Andover, MA. 01845 s `"°St Phone 978-688-9545 Fax 978-688-9542 Street: I n S oA STt'1x 1 Ma /Lot: cD 3 41 Applicant: S�r.C. � i c E4�2t t r- Request: z o w KAk w AAA s T--e6,3-e) Date: m�, !5 Set Please be advised that after review of your Building Permit Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning' Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting Fronta a complies 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies �47 Special Permit Required 3 Preexisting CBA 0 Insufficient Information , 4 Insufficient Information C Setback H Building Height ED All setbacks comply &AtAEPT E,;P A- 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 0 Insufficient Information �kl Rear Insufficient 1s r--go-A I Building Coverage Preexisting setback(s) t'x,st'2�7. VULI� 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies '- D Watershed 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign 3 Lot.prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information Insufficient Information E Historic District K Parking In District review required 1 More Parking Required Not in district 2 Parking Complies 3 Insufficient Information 4 25 r--r. t>at'vv7.- Ndr Remedy for the above is checked below. Item # Special Permits Planning Board Item # I Variance lb-4 Site Plan Review Special Permit I Setback Variance Access other than Frontage Special Permit Parking Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Larq a Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar: Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department.The attached document titled"Plan Review Narrative"shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file.You must file a neer building permit application form and begin the permitting process. Building Department Official Signature Application Received Application Denied Denial Sent : If Faxed Phone Number/Date: � T , r Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the building permit for the property indicated on the reverse side: i; i; ' I I I � i I Referred To: Fire Health Police Zoninq Board Conservation De artment of Public Works Planning Historical Commission Other BUILDING DEPT _ uIsr AW- S� .rtz' P or PT r �o V��orz �• ®, �� } I w� ,35 0 a a X7,1 2D � 3.� S'e v 0 1 02/14/00 10:31 FAX 6175676669 Chris Adams laoi �Aonday,February'114,200D 9:11 AM TO:ADAMS.CHRIS From:Pmf_Thomas E.Phaekr Jr.. 729.4372 Page_1 of 5 Name:Prof.Thus E.Phaeln Jr. Company. en$Al)=Ltd. Voice Nu ker.429-7117 Fax Number 729-4372 4 Eugene Drive Winchester,MA 0)890 Date: Monday,February 14, 2000 Total Pages: 5 Subject: Natne: ADAMS, CI-iRYS Company: Voice Number: Fax Number: 1617567-6669 Note: �v 02/14/00 10:31 FAX 6175676669 Chris Adams 1@02 -AOnday,�e"#Y I*2D00 0:27 AM To:ADAMS,CHRIS From:Prof.Thomas E Phee n Jr.. 729.4372 Page:2 of S TOWN OF NORTH ANDOVER Br7"ING DEPARTMENT ArPMArAnOW TO COTtS iLM WPAII&RLMWAT&C1MPIGETHE UM 02 OCONAWY OF, OR DRIVOLM My WRAiW *TIM AMROUTWOVAP41LY >' &Kdm for OAlel"Use RU11 B046 PERMIT NUMBER: DATE ISSUED; � Z SIGNATURE- afBaiking Die 1.1 P Wpaty AMfflc 1.2 Ams Mop adPN,enba- 1561 Osgood Street 34 4&31 i.J Y.mao�Ltformaim: — l.4 PrapcM Ommdawv IS Warehouse Industrial area only 116349 st(2.67 acres) 27S tL 310 Aff"DwAd — Pf vae La A,e;— F m >�sv Wv G Cus(R) Front Yard _ .. Sick Yard. Rsar Yard FMjMdPmvittRamdrad I Provided Provided 58 ft Existing 25% 1 25 tt 25 ft 1.7wMUSAm f 1sj �s l:�w►zmic t� ae.aa��):p.dSy,�: ng PINIC hwm 7oao OGUWVmay@eo te Meeicbo•t 0.5ir;DhF3zd Spas,✓ 2-1(hetero£Rco ad S.P.E.C. Realty Trust 351NEbbster St Boston,MA 02128 Naerc(t�eisc) Chat#r7,A0&st k A0AASj p&t#NW1r— nddrew for Savvicc. - --- O T 617-W-6i g sign�amrc Christopher V.Adams ?d0�10OC _Sarre as above a NNaa Feint Ad*=for Seevi=--- — z Q 3_I Lkmaed Cuaseruction SuF visor Nd Apokable Not applicable at this time //�� Adder i8mm Numbw V Licensee Coadma fico supovisor_ 3.2 Rgpt.W How.h p .M..t Caott� Nd APPS Not applicable at this time Campafy Nana' m r Exp:ndm Doic z 4 '2000 Rl�I` ONv �}rct'�a �EN� 02/14/00 10:31 FAX 6175676669 Chris Adams 03 -Aonday,Fabtusry T4.2 9:11 AM To:ADAMS.CHRIS From:Prof.Thomas E.Phveln Jr., 725.4372 Page:3 of 5 SKCTM'4- OIL C•1�E.� Wodrraa Camp wsatim kmaam affidavit oma be oow issaaaoe of the Not applicable at th!Im�b8rtiod wtth this spphcst+on. Fitltue to prcmde rias affidavit wB mutt in tha daual of the MOW 4a&VItAnacbed Yea......A ..._„D TM w CCiiQWCONillOLl�Ai�i��£�1lRltr:��61�1� • . tom:!O!! DlIYACl; S.i ltagistered Architect: Not applicable Name: Address ... 5ignalu�e Telephone AI •K ic:t.; Phalan&Allen Umited ^u ire o ares ofRcsponsibiiitq Name_ 4 Eugene Drive.WlnchesW.MA 01890 8172 MA Registmdm Numbe Z�r-ter.- �✓ fi 781-729-7117 FAX 781-729-4372 6101 siptatuce TOW ExPiLstion Date Not spplicablc Raost tatioa Number sigsatum Tel —._ 1 xpitatioa Dst'c' Name Arra of Re-Votmibility Atdta R%*sttvdou Number sign>ar Tclt�beetr L . xpitetion 1a1r Name Arm ufR Address Rcgisnatitm Number Telephone Expiration Datie Not applicable NotAppticabk CampanYName: Responsible is Cbwp of Cmwwwimt 1 02/14/00 10:31 FAX 6175676669 Chris Adams 004 • 40nft.T1bWY14.MW 911 ASA Ta ADAMS.CHRIS Front Prof.Thwas E Phah Jr.. 729.4372 Rage:4 of 5 NewCmWedi A F Badding ;; Etq�aie(s) '1 �-- —. Al�z�e(s? Ad�naa '1 A�oes�}BIdR n Rmelifim II 01hff r F�iet f>�ipfiim f�PfOp09ld Wwlr "J ` DeVdOP Wt Of 8 buildliMp for salt stomp visahmsMS b guding olflt e spm*for TsdHty C2CWP Clrrcic as ) CUI�t'Rl1iC�i rYp13 AAa=ft A-I f1 A„2 lI A-3 ft lA 1 ••.. A-4 C A,9 U in G f31C, 2A f I C Edi J 213 I J F F [` F-1 U F-2 Q 2C K h Ilmd :i 3A — t fnadlufimel 1-1 Ci 1-2 U 1.33 u 3I3 f t Llai �, �.� 4 u Rtefidmciat 'i S-1 17 lir2 1.1 A-3 0 Sam 9-1 Q SA M Mbmd(Tao S 33oc1ei T1ge J COWPLM T=SECOW W R M—M-90 WOMWOWIG BRItOV AODffKI S AMOK C33A1r6E IN UJtB Ex0ft Rwwd WN 7W CM 34: Proposed>Ebwd b&=Tao CM 34: M_AMMAVA P9ROI INima ee of F&MU at stoffim beleft z ftuftins Olvarbus sues MGM RM FJoos A1rs '� 95T Tofe1.AM MCMN7 ' Sttusnmt��arBe fiaar Yes Ct tie 0 BAN BY P AG8�17' MR X Not of vocable Hmby agOadw Not sPAacwe mad= My�is a!l ams ta�nvo�sm�isoQ�rl�s �s Signa efOlraer beet 02/14/00 10:31 FAX 6175676669 Chris Adams 005 'Acrtday,Fetxuery 44,2000 9:11 ANI To:ADAMS,CHRIS From:Prof.Thomas E.Phasin Jr., 729.4372 Page:5 of 5 t._ ChriStoPhW V.Adams As Oaiw/Authori'•ed Amt He[+eby tiedatae that the UU MetttS ad infatuation otr the fo:t�oing application are true and socarjte.to the beg a+f my bwMew and belief Signed ander the pains and pmalthx a f p toW Christopher V.Adams PfintNamc GIY�t'+S7bPfi«�t' y1 .�0.4>/)+s ✓ �3� li. 02M4100 Si®aat M of /ASM Dwe -- w$ Its Eatimated Cost(Uollus)to ZY dF((b) Cd t t I3u�7ding P=ak Fee2 Ltb`itecw 100.000 Fatimatod Toad Cost of ,. CaaaIrlmim&em(6) .. 3 plwnDutjt 10,000 RwIdintftrmit Cee (a),t tv 4 Mechanical(IiVAC) .000 5 Fin;PnAer`tion 30.000 G 'rotas (I+2+3+4t5) $1.500.000 Che*Nwuba �.F y.i;,,,:✓,S•:�r,Ty rr tyN .+.''..e, :i , Z,�.;.. ..y. ..4...�. fir•:..; •,�-� 1. t„ „• . 1� •�•'' ;:' wc;v_ .ti- %;.o rq�yj, ��='=�a. � .: y[�:"-%' .tiC.=' �� „1. � y�.:,i<.}�_�• s-,.,::i�-`:'r� y.'�...>r-^ �..p� r.:�..: ''�`:�' y.se,,• •:i�%l.+tisr,:. T � - �' C �Z'. ..K�c _ - C• •:��rv. .�' •1•:!"i.1:. Slat�:N;'_-1:,•' j•Z: NO.OF STORES Not applicable BasFMrr aR$Call SIZE OF FLOM TDMER.S l irr2ND 3 RD SPAN VEMFNSIONS OF SI11-s —- DF_MNSTOM OF POTS DBAMIONS OF GIItDF•RS fes: HT OF FOUNDA11001 77RCKNESS SIZE OF F0017NG X MATER AL OF CEDIANEY to BUILDWO ON SOLID OR 1.71LM LAM) IS U MDING CONNECTED TO NA2tMAL GAS LINE T2ir-7'i rig r.21 .Y'r T•t�=� �_ t�'L'�i'.2' rWt`.ir`s' :✓T :°"^�-,ti• ,•r P.O. Box 574 North Andover, Ma. 01845 March 2, 1999 TO WHOM IT MAY CONCERN: Please be advised that we plan to construct a self storage warehouse business at the existing premises: 1591 Osgood Street North Andover, Ma. 01845 It is our wish to comply with all the necessary town bylaws and applicable codes of the town. If you have any questions in this regard, please contact me at (617) 567-6669 Thank you. Sincerely, Christopher V. Adams, Trustee S.P.E.C. Realty Trust ot MOHT1y 1 F � 9 / '► i y d `17 sS'4C)40 NORTH ANDOVER OFFICE OF THE ZONL iG BOARD OF APPEALS 27 CHARLES STREET NORTH ANDOVER,MASSACHUSETTS 01345 FAX(973)633-9542 Notice is hereby given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main St.,North Andover, MA., on Tuesday the I Ph day of April, 2000 at 7:30 PM to all parties interested in the appeal of S.P.E.C. Realty Trust (Chris Adams, Trustee)for premises at: 1591 Osgood Street,North Andover. Petitioner is a Party Aggrieved of the Building Inspector. Petitioner is requesting a Variance from the requirements of Section 7, Paragraph 7.3 for a rear setback, and from Section 8, Supplementary Regulations, Paragraph 7 to allow for parking spaces. Petitioner is requesting a Special Permit from Section 9, Paragraph 9.1 in order to change a use and construct one office area and several self-storage type warehousing units. Said premises affected is property with frontage on theallorthWest side of 1591 Osgood Street, within the I-S Zoning District. Plans are available for review at the office of the Building Dept., 27 Charles Street, North Andover, MA Monday through Thursday from the hours of 9:00 AM to 1:00 PM. By order of the Board of Appeals, William J. Sullivan, Chairman Published in the Eagle Tribune on March 28, and April 4, 2000. Ml/legalnotice 2000/9 WQIZ2LO¢GdW=¢QJ~yLOON.O=...�w`EJ..EW0 M.0OCrtt�O..m�yWomtlnme0vyNmm,�cQf�ocm�0U'D JN >,O;ME Ow•> O-ya�N�wOW_mOm-D mNmvy.�Loc„- t0«Cmm1LaoO.p7O0> rL_wQO0 13>Cm gWNQ � cmmmCOQDmdhZ•-mmw cinm � � � m -O mtO a 2UULpQA0 NERO. -` Nom � w =0pNgO.�� C0 .� m � 'o Vt€mCF� N• Z jZFL WL o �E w7tOam^QyW a _oOa° Oom t t c m N� < m m6Umm •>OE y7E!QT.LCC2,.Om >-0OE3po -tm � �OVk � m m mrna- rn o4 co ca o 2 . ooZO Z0 Ca;cZmI. CD� . 0 � n�cas 'a3 ��WLLN 00 O Z ° a O >NF-aS amrQacmYo - o mvNa m o Eom Ccc0 a�a na - mnr _ g... ... �u0 BOARD OF APPEALS 688-9541 BGILDINGS 688 9545 CONSERVATION 688-9530 HEALTH 688'9540 PL.v,NNING 688 9535 s P.O. Box 574 North Andover, Ma. 01845 March 2, 1999 TO WHOM IT MAY CONCERN: Please be advised that we plan to construct a self storage warehouse business at the existing premises: 1591 Osgood Street North Andover, Ma. 01845 It is our wish to comply with all the necessary town bylaws and applicable codes of the town. If you have any questions in this regard, please contact me at (617) 567-6669 Thank you. Sincerely, Christopher V. Adams, Trustee S.P.E.C. Realty Trust nc,Y-Js (yy Departmental Referral Form for Special Permits To: Director, Engineering, Jim Rand Fire Chief Conservation Administrator, Brian LaGrasse Open Space Committee (Sub-Committee of Con Com) Building Commissioner, Bob Nicetta Health Administrator, Sandra Starr School Committee Police Department From: Planning Department Date: /Z 0?l1 U Re: Special Permit Site Plan Review Address/Development /Sg/ oSqo!�_ SY A Public Hearing has been scheduled for f db to discuss the plans checked above. (Preliminary plans do not require public hearings.) Please provide your written comments to the Planning Department by 9,,206)/ (Wednesday before the scheduled public hearing and/or scheduled Planning Board meeting). Failure to provide written comments by this date will constitute your approval of this plan. Thank You. 0 A � v � W v !* v ONO n lD • � � 1 � ^ � r�r N f1 h� O � f 3 � f t LIST OF DRAWINGS NUMBER DESCRIPTION NUMBER DESCRIPTION 1 TITLE SHEET, LIST OF DRAWINGS,SITE SPACE& 10 SOIL DATA&INFILTRATION SYSTEM DETAILS DESIGN CONSIDERATIONS FOR BULK REQUIREMENTS 11 ALLOWABLE SOILS,STORM DRAIN DETAIL SITE DEVELOPMENT OF A 2 LOCUS PLAN FOR SITE, SYMBOLS, PROPERTY LINES UTILITY TRENCH DETAILS 3 EXISTING TOPOGRAPHIC&GENERAL CONDITIONS SITE 12. GRADING SECTIONS,CATCH BASIN & WAREHOUSE DESIGN PLAN HANDICAPPED PARKING DETAILS 4 PROPOSED SITE PLAN AND UTILITIES 13 LANDSCAPING NOTES&DETAILS S.P.E.C. REALTY TRUST (CHRIS 5 ACCESS ROAD PROFILE 14 SEGMENTAL BLOCK RETAINING WALL ADAMS TRUSTEE), 1591 OSGOOD 6 SITE PLAN OF FINISH CONTOURS ONLY 15 EROSION CONTROL NOTES STREET, NORTH ANDOVER, MA. 01845 7 SITE PLAN OF LIGHTING AND PERIMETER FENCE LOCATION 16 EROSION DETAILS 8 LANDSCAPING PLAN 17 GENERAL NOTES RECEIVED FOR 9 RAINFALL DESIGN CRITERIA , EXISTING& FUTURE RUNOFF. OWNER & APPLICANT JAN 1 7 2001 S.P.E.C. REALTY TRUST (CHRIS ADAMS TRUSTEE) S.P.E.C.REALTY TRUST(CHRIS ADAMS, TRUSTEE) NORTH ANDr?VEP 1591 OSGOOD STREET 1591 OSGOOD STREET, NORTH ANDOVER,MA. 01922 PLANNING CGPAR IVIENT NORTH ANDOVER, MA.01845 BULK & SPACE REQUIREMENTS BY ZONE: INDUSTRIAL ZONE I-S SERVED BY MUNICIPAL WATER. K of MAP PLAT 34 PARCELS OR LOTS 4&31 yG LOT AREA : INDUSTRIAL ZONE 116349 SF (2.67 ACRES). BUILDING EXISTING 4500SF, SIGNATURE BOX , x PROPOSED GROUND SPACE 23400 =27900 SF TOTAL= (24.0%COVERAGE), TOTAL SPACE PLANNING BOARD 78�7��7��� AtEly. !IL y 55980 SF (RATIO 48.1%), RENTABLE SPACE 48150 SF �a�787784 X378 8172 ��•r SEC/STfR� �� ROAD FRONTAGE: ON OSGOOD STREET 275 FT. Fss�aNAL ENG��� CIVIL SETBACKS TO STRUCTURE: FRONT 70'+/-( EXISTING), REAR 25', SIDE 25' a�97o MAXIMUM BUILDING HEIGHT 25' -30' FT OFF STREET PARKING SPACES EXISTING RESTAURANT 62 SEATS X 0.5= 32 SPACES PLUS WAREHOUSING 48150 X (2/1000)50 = 96 SPACES. REQUIRED AS PER ZONING BYLAW= 128 SPACES PROVIDED DATE ZBA APPROVAL REQUIRES 82(32 FOR RESTAURANT, 50 FOR SELF STORAGE WAREHOUSING). TRAFFIC LANE SPACE 25' MIN. REVISED AS PER PLANNING BOARD REQUESTS 12/27/00 &01/12/01 TRAFFIC ENTRY WIDTH 50' EXIT 30' (EXISTING AND PROPOSED) NOVEMBER 3, 2000 TO PLANNING BOARD VARIES WITH MAXIMUM FINISHED BUILDING GRADE ABOUT 1.7%+I- PROPOSED DRIVE 4%-6%u- JANUARY 8, 2000 TO ZBA SIGNS 1. FREESTANDING ONE @ ENTRANCE CORNER 32 SF MAX. 15'HIGH TO CONFORM TO ZONING BY LAW. FLOOD PLAIN AND CONSERVATION 1H Of TOPOGRAPHIC PLAN & �3► ' 9 WAREHOUSE DESIGN � � & rc�`uruted NOT WITHIN ANY JURISDICTIONAL ZONE S I►I0N48 �s !~ WAREHOUSE DESIGN * VARIANCES NONE REQUESTED 'f S.P.E.C. REALTY TRUST(CHRIS Tal-�1¢7�l7 o ` �'� � SANITARY WASTE TO BE HANDLED BY EXISTING SYSTEM WHICH IS ADEQUATE j°F C/STI ADAMS TRUSTEE), 1691 OSGOOD STREET, NORTH ANDOVER, MA 01846 '� `�S1Q-Al ENG�O tsar ov9jo DECEMBER 27, 2000 SHEET/ .9,7B74lI00 194.19 N 280 31' W ! I SYMBOLS EXISTING CONTOUR 57 RESIDENTIAL ZONE FINISHED CONTOUR 123 1.285 ACRES _ FINISHED GRADE SPOT GRADE 1 .97.32 WATERLINE -•-•-•-•---•-•- W N , SANITARY SEWER ——————— SS �'`. _: . ( ,.- , 1/•/ :, .__lr; __ o a; GAS LINE G N y \` "' ELECTRIC UTILITY — - - — - - - E esid I PROPOSED FENCE $60 tic?/z I -oW, CONCRETE BOUND ■ CB SET 4 N �d4s ?7p 0 HAY BALE FOR SCOUR PROTECTION — , 'ice ' , A- .►� ' - K6 ! ane ,.S�--z _ ROCK OUTCROP i PROPERTY LINE 00 ' TEST PIT & DEEP HOLEco co z j , LIGHT POLE WITH ;;�.•. I -� l `.\ f ILLUMINATION LEVELSui \� HYD SN N. HYDRANT X i zi _r� , INDUSTRIAL ZONE j t r. ;p _ I ��" j, r r o 1 2.671 ACRES 0 r "fin cn i , o � co o h z i ,`�, .err. ,/ �_ � 1, � ;`,'`\\' \\.—i'' "- , �•i Lu t�• t %' •' 1, 1 Lcm N z ! co LOCUS PLAN >' SCALE 1" 1600'=0.284 mi J i R�3p zo 6p)2• C , OSLO ?14.01. oo ST N099. 00pp. 1 HEREBY CERTIFY THAT THE Iry IS BASED UPON N AND FIELD OPERTY LINE DATA SUR EY BY BRADFORD LOCUS PLAN FOR SITE, SYMBOLS, � ,SH Of PROPERTY LINES FOR ENGINEERING,JAMES W, BOUGIOUKAS RLS 9529 MASS., q WAREHOUSE DESIGN PERIMETER PLAN HAVERHILL, MASS DATED 9/12/88 SCALE 1" = 100' ,+ � / mmui y WAREHOUSE DESIGN �� Ol890 Ar -� �'�`1 f 81 • � S.P.E.C. REALTY TRUST(CHRIS 1691 OSGOOD THOMAS E. PHALEN JR. �` �ST�R� <c� ADAMS TRUSTEE), .�oG&�s MASS. PE NO. 8172 FSS�pNAL L��,\fit` STREET, NORTH ANDOVER, MA 01846 v�9yv DECEMBER 27, 2000 SHEET2 97�747�840 (IV ••AZO '��� "��6 +:� ^Q� 81 I - • • \\ , ; , ; `\ ♦ .. �-, 0 - - _ Off/• / �•\ �( •// �, \ � Q CD // :• 'V ♦ • tea! �� % \ ♦' �xIAb vt ZZ IS ��� _ •'2 EXISTING TREES - h• •,� jr' ,` V ZOIV E 3 ," : I ,y,.._; _jr- .,_ lV^ y J Oto ♦ / /yAz CO co O 71 V ^ CD eb . ♦ \ • ZONE 1` . C5 PLAN OF EXISTING DRAINAGE CONDITIONS SCALE: 1 IN =40 FT NOTE: FOR DRAINAGE DETAILS SEE SHEETS 4, 9, 10, & 11 EXISTING TOPOGRAPHY&GENERAL 0 Of SITE CONDITIONS FOR WAREHOUSE DESIGN N j WAREHOUSE DESIGN ' as89a S.P.E.C. REALTY TRUST(CHRIS TERE� <c� ADAMS TRUSTEE), 1691 OSGOOD tP� �rr � STREET, NORTH ANDOVER, MA 01846 y �a79JO DECEMBER 27, 2000 SHEEr3 97��y�tP50 RESIDENTIAL COMMERCIAL m ZONING /n/� ZONING 1-S -.0p _ 371.74' N 610 26'E 329.60'N 610 29'E 158.05'N 61°29'E' HYD HYD lop �N —•fir• — -' V � • 9Q �PROFILE LINE SHE31 . 1 !_ AWk--4--GA NCB--1--- ..RCP----NCO.-- = 2-EtCP--=- ------ :-- ,=----- z_ CP_•------ - -I�`I _�. .._, - PAtN - --- - f -j 3 _ -i-iMf�o` -SEW - 0- b0 �• f, • til �. � /• ,I ..:� ' ��/ , , :• f. .', � I G `` _ -� // � . C , ' . /J y� - ci ' j` l • i % Q CO SD �l v :J "' / : I {y� : �� .'•', ,.I ar CSS ry /7 yi h C9 v I,1 q y O r J / h _ h g Oy o �,, /ti ,�Q'#�k ;• � / f `r ' yy j /' ' ,a�a 10' TYP ci 19) hHP HP as Ir _ •� • • r Fir �/ �- •//' � ` - HP �`.� %J �• IG/` . ,FENC"EE_HE 6 NI $.NOW STORM •E `vl N� ;• •, :, /� ��;J �St 1 `` Q ii p 4 �/ 167.77' S 26° 29' W - �- �•,�` ; // /� O`O /6' Q/ s CR.p ES -PIT-- NOTE: ALL STORAGE STRUCTURES TO BE FIRE SPRINKLED, MASTER o -```�=��.' T IT \ Sgr O ALARM CONNECTED, AND GATE LOCK AND UNIT LOCKBOX ACCESS o`° ti ; 6 % \_\\ cJh O TO BE PROVIDED TO FIRE DEPT. o ( NOTES PROPOSED SITE PLAN & UTILITIES $ 356.56• o 1. FOR PROFILE SEE SHEET 5 SCALE: 1 IN =40 FT s r1°sr• VV �;� 2. FOR GENERAL CONTOURING SEE SHEET 6 CRITICAL ZONING & PARKING DATA SEE PLAN PROVIDED PARKING 3. FOR LIGHTING FENCE SEE SHEET 7 APPROVED BY ZBA DATED APPROVED 8/8/00 1. FRONTAL PARKING SHOWN 39 4. FOR LANDSCAPING SEE SHEET 8 2. DELIVERY PARKING ONE SIDE 5. CSS DESIGNATES CRUSHED STONE SURFACE LAND AREAS AND RATIOS OF STRUCTURE ONLY 43 1. 1-S ZONING COMMERCIAL: 116349 SF(2.67 ACRES) 3. TOTAL PARKING AVAILABLE 82 2. EXISTING STRUCTURES: 5400 SF 3. GROUND AREA NEW STRUCTURES: 23400 SF ACTUAL PARKING REQUIRED FROM ANALYSIS ACTUAL REQUIRED PARKING 4. TOTAL OCCUPIED GROUND AREA: 27900 SF STANDARDS AND FIELD VIEWS VS. PARKING PROVIDED 5. GROUND BUILDING AREA TO TOTAL 1. RESTAURANT 32 47 NEEDED«82 PROVIDED& BUILDING AREA RATIO: 24.0% 2. SELF STORAGE WAREHOUSE 15 32 NEEDED<< 39 FRONTAL PROVIDED APPROVED BY TOWN OF NORTH ANDOVER 6. STORAGE AREA (2 FLOORS): 50700 SF 3. TOTAL REQUIRED 47 THUS PARKING IS ADEQUATE PLANNING BOARD: 7. GROSS FLOOR AREA 55980 SF 48.1% DATE PARKING ANALYSIS �9 of PROPOSED SITE PLAN & UTILITIES �� &r��6G/I !U//GG/lill CODE REQUIRED PARKING INDICATED �� FOR WAREHOUSE DESIGN 1. RESTAURANT PARKING 32 2. SELF STORAGE WAREHOUSE E WAREHOUSE DESIGN OlB90 101 • ti S.P.E.C. REALTY TRUST(CHRIS 7el'7WAN17 3. TOTAL AS PER CODE 133 ADAMS TRUSTEE), 1691 OSGOOD /STERE k. STREET NORTH ANDOVER MA 0184 "19 -f2x1 .awt AL Som.. °'97° NEW SPACES SHOWN THUS EHG �` �� DECEMBER 27, 2000 SHEET4 97S-7s>��50 AREA FOR 1 CB= 190 X 14= .061 ACRES RAINFALL = 12 "/HR WORST CASE SCENARIO FOR 100 YR STORM C =1.0 Q = 1 X12X0,061=0.74CFS FOR 3 MANHOLES Q =2.2 CFS ..••'•• PIPE CAPACITY 127.5 127.5. Q =1.486/n x Rm x S112 - ! Q =11.8 CFS 40' VC, i EXISTING G70UND '; NO. 6 •, .••'''••I i IF UPPER AREA WHICH 125-I 12pA•••''' I I 1125 CONTAINS ABOUT 1 ACRE WORST CASE RUNOFF I 0. 5 1 �.••''•• • I + ; IF TOTALLY PAVED IS IE 22.50 FINISH GRAD .••• i Q= 1X0.95X12= 11.4 CFS I �� i .-• ' Dot '"� 12" PIPE IS ADEQUATE j NO. 4 .. � FOR ALL CASES 120 I 120.00 I I { 120 i , ; I I 117.5 I i j i 1.-'r•• I 0 ! 115 I 1115 i .0100j :• I j -i---- I EXITING G; OUND ! •'� i ! L 1.._"N���ti.R -- i j FINIS I i j �'' •' i i I I i l Z I i j GRADI oo0No j l •.1.� . . i I I j i i i I m 1 110 1 I j I 6• t ,.�G.; I j I t ,••• j I I i j i i epi-' I c ! 105 ! I I I r r o I ! � ( � - .•.• I I �� � � � N I I i _ .••'' •� j E! 1 E + 7 r +34 i 105 my I m m I of i •••• w ; j oo ao V aoo V ,.. �! N W I i N N i 5. �.-••• _ _. 5 j ._ Ziz I i .� z � ; r � Z� , r, r, '102 00 , t80 3 +00 +20 +40 +60 +80 4+00 +20 +40 +60 +80 5 +00 +20 +40 100 Esu" > ACCESS ROAD PROFILE 2 + 80 -5 + 40 +/- SCALES HOR i z 1•'= 0' } VERT i ; 0 1" =5'- x ( ( ol m3 I 95 i o f o I � z I o 0 CD j O ri O ! r I oto { 00 r 0 v I 5 o ! I 1+�16 +/- S , a 92.5 { a _ 0+ 00 +20 +40 +60 +80 1 +00 +20 +40 +60 +80 2+00 +20 +40 +60 +80 ACCESS ROAD PROFILE 0 + 00 -2 + 80 ACCESS ROAD PROFILE SCALES = 4 , o'�� � Of 9c FOR WAREHOUSE DESIGN �'/ z�iC & VERT 15 .S��eraaritu'te� DOW mILEIy,� 4 WAREHOUSE DESIGN mm" S.P.E.C. REALTY TRUST(CHRIS ADAMS TRUSTEE), 1691 OSGOOD �fs�dNASTREET, NORTH ANDOVER,MA 01846 DECEMBER 27, 2000 SHEETS i • - , It 1. •. 3,S rn Ila Z ' n i'1 4 '••. '1 r m Z •, ♦, r ♦,, ,•, , , C • • f 10,9 • Tom• 8 Z •,, ` 'l��h ',.• •. �.►�/ , • q 104- .......- ...... •F`F�/ '••• ,�",_< . i M � M f 0 4 f , f 100 ., F<• � : ; `O•�My, r' 'II rf O ♦ �'/ ' 13 10 S113S�a y ; ITy , CO) '' •• '' 108 v , m m > v 0z 3 z0 -4 . > W ju c p m D r : `•toe iNF = M , N Dm3: f I v zm � N 0 -1 �.� , '06- n, v0 -4m cp f F f N < , o < cocm me •FF m -hNm o � V 70 zs106x m o0N ZD m v z a� • 10 cog °SGQIN oM ' f f Y� RESIDENTIAL <-- COMMERCIAL m ZONING ^q' ZONING 1-S o % 0 " ^� 371.74- N 610 26-E 329.60'N 61 29'E 158.05'N 61 29'Ee2 41 GATE& FENCE0.3 o / 1 0 -t _ . ----- - 0'1 / 0 iii ` co • . • o•Z • i , ry , ' ' ' •• N` •, ' \. / LL • 2.0 _ co • ' / • � 167.77- S 2;6° 29' W �' •s, f `` 2.0 `,� \',% O o ( ( , 2.0 �� --— \ ^n o � .�;� `�; • J / FENCE { z.0 TYPICAL LIGHT LOCATION WITH LIGHT INTENSITY CONTOURS o ''� H 386.56'S 710 571 W LIGHTING AND FENCE PLAN ✓�� �- 3 \~`\_ SCALE: 1 IN = 40 FT �_ujj, LUMINAIRE SPECS: TYPE 4, SHORT, CUTOFF LUMINAIRE: LAMP 400 WATT METAL HALIDE-ED-28 ENVELOPE: 32000 a l� LUMENS: LLF 0.72 20' Z NO. OF UNITS 10 LUMENS PER FIXTURE 32000 ILLUMINATION AREA OF SITE 116300+/-SF ENVELOP MFG.COEF.OF U 0.3 MAINT.COEF. 0.4 MAX.MOUNTING MAX HEIGHT 20' ✓�� HEIGHT FACTOR 30/20 =1.5 SH Of LIGHTING FENCE PLAN FOR EXISTING GROUND �'�r WAREHOUSE DESIGN 12" SQ. AVG. FC.=IOx32000x0.3xO.4x1.5/116300= AVERAGE F. C . ON SITEyT WAREHOUSE DESIGN.mat Ol890 CONC. BASE 0.5 FOOT CANDLES'J y S.P.E.C. REALTY TRUST(CHRIS ADAMS TRUSTEE), 1691 OSGOOD a�F 'STER� c��� STREET, NORTH ANDOVER, MA 0192 AL DECEMBER 27, 2000 SHEET? 9JBJ6>- 130 371.74' H 610 26'E 0 Q A� W EOP ; • : V ,. fj) QW X O 4 SPIREA NIPPONICA_ "SNOWMOUND" o---------------------- Nil, be V'f O \ , ro , , Q _ .•• O % 2 Z V ti ,OV V ZicoS HP Op• % Op ...� HP CV • cy�/ �, 0 z-- � • Opp � o' ' - 0 �•, a Ty �, ! ,.•" �� 0 4k 0 4k 0 4k 0 0U J _ C - C • /DFj1 IT 0 4k 0 0 4k e o TAS/S ..N/G` tV0 T IT \� o� 0 3S6.S6'S 710 67' W FOR LANDSCAPING DETAILS SEE SHEET 13 LANDSCAPING PLAN SCALE: 1 IN =40 FT SH Of LANDSCAPING PLAN FOR WAREHOUSE DESIGN -, WAREHOUSE DESIGN 8 . i S.P.E.C. REALTY TRUST(CHRIS 78�7ost7��7 ADAMS TRUSTEE), 1691 OSGOOD TEV( STREET NORTH ANDOVER MA 01846 lBA�i414. IiSlow/ F�s�ONAL E�GY-/-,"Of 9717 DECEMBER 27, 2000 SHEETS 9787G�11✓O TABLE 1 Daily Precipitation HISTORICAL MAXIMUM RAINFALL IN THE VICINITY OF NORTH ANDOVER,MA(SOURCE U. S.WEATHER BUREAU) Inches NO LOCATION ANNUAL YEAR MONTxLY MONTH- MAX 1990 : : x.993 ,995 : : ipY ipm YEAR INTENSITY ----------- - r —ONE i INCIDEjNT iph E 7 ipg ---- ------------------------------------------- -----------r---- - -� -------- - - - -- ------------- -- — 1972 1134 JAN 79 E 1 PEPPERELL 5832 +- - - '- ----------- -- -- -1---- -A------ --- ------F-- ------ ------------- ---- 2 FITCHBURG 57 05 1972 11 42 DEC 55 3 BEDFORD 61.22 1996 12.41 OCT 96 -4--------------f---------- i 4 BOSTON (LOGAN) 6232 1954 13.38 MAY 54 -1 ,0 .i.............i........_....i,............i............_i..._.........i,._.........._i...._,...,_..._.....__......._.........._ ........__..__i..._-----. 5 BOSTON (BLUE HILLS) 6551 1920 18.78 AUG 55 6 RANGE 48-65 11 -18 10-12 X97 I7 ' I 1 °S 11 � ' BEST 100 YR. SOURCE ALL AREAS .._ „-, _,� _ .- -, - .- -- -_ I -_ - _ EXISTING RUNOFF COEFFICIENT COMPUTATION CATEGORY AREA (SF) COEF. C PRODUCT S.0 .......... ......... ... ................. ..., _.__.-,.._ . ... I ii STRUCTURE 4500 10 4500 1 ,Q - - - - - I --- - Lit I -- t - r GOLF IMPERVIOUS 8400 i 1.0 8400 -1 ,Q 1-----------i-----------• -L------------i-------------i-- -- I-------------i-------------i-------------i- - -—-I--------------I---------- TOTAL BIT.CONC SURFACE 1 57140 1.0 1 57140 1962 L965 11965 1 L1971 i i GREEN SPACE TREES 10250 0.3 i 3075 7. --- --t -- - --------- ------------T- -- --- -- --- -- -- ------------ --------- ------------ -------- BANKING 8800 0.19 1672 s -- — - ---- - - ---- = I F_----------i -- - - SANDY SURFACE 4600 0.15 690------ - ----------_.------------ 4----------- - ------------+-------------------------4 ---------i-- ---- -- -- ,-- ---- -t--------------f -— SANDY GRASS SURFACE 22659 0. 25 5665 r . TOTAL 116349 81142 0 i..............1.._....._._..i......._. . ..._. EXISTING RUNOFF COEFFICIENT I 81142/116349 = 0.70 _1 ...i. --'SO4�R'CE-k3:Sr:-WE'i4FHER• R1E�rF!.,........i.............i......,._._ FINAL RUNOFF COEFFICIENT COMPUTATION MA MILTON BLUE1111111 01W ICATEGORY AREA(SF) COEF. PRODUCT_) ANALYSIS INDICATES 100 YEAR CRITERIA YIELDS 7ipd MAXIMUM RAINFALL FOR MASSACHUSETTS IS REASONABLE INCLUDING N. ANDOVER, MA I EXISTING STRUCTURE asoo 11.0 asoo NET CHANGE IN C IS 0.09. THIS REQUIRES AN UNDERGROUND RECHARGE FOR 7 IPD NEW STRUCTURE 23400 1.0 23400 @ C =0.09 ON 116349 SF OR 6108 CF/DAY NEW&EXISTING PAVING 62049 1.0 I 62049 TR-55 UTILIZES 6.5 IPD TABLE TYPICAL MONTHLY RAINFALL DATA FROM SEE EXISTING STORM DRAINAGE SYSTEM U. S. WEATHER BUREAU FOR TABLE 1 BANKING ; 8800 0.19 1672 I & INFILTRATION SYSTEM 190535 BEDFORDMA 1990 443 432 177 457 665 CRUSHED STONE SURFACE 17600 0.0 0 01 334 570 133 862 218 414 4806 TOTAL I 116349 91621 190535 BEDFORD MA 1991 390 204 405 437 260 93 178 841 654 312 425 347 4746 FUTURE RUNOFF COEFFICIENT 91621/116349=0.79 190535 BEDFORD MA 1992 294 234 382 268 201 47 440 492 299 238 470 686 4451 THIS IS THE TYPE OF INFORMATION THA 190535 BEDFORD MA 1993 229 408 760 482 126 IS UTILIZED TO DEVELOP STORM RAINFALL DESIGN CRITERIA 68 250 267 586 393 372 563 4604 INTENSITIES FOR DESIGN VALUES. IN ��ps1% OF �r^ EXISTING & FUTURE 190535 BEDFORD MA 1994 483 257 664 203 587 THIS CASE THE 100 YEAR CRITERIA o`1` FOR WAREHOUSE DESIGN 14 228 487 633 58 461 525 4700 IS UTILIZED. DWAyJ, �eT `,.0 190535 BEDFORD MA 1995 418 322 244 245 281 /i E 3 WAREHOUSE DESIGN w �"am" 93 392 91 316 676 609 287 4074 H 7"7 190535 BEDFORD MA 1996 617 27$ 346 622 346 817 R7� y- S.P.E.C. REALTY TRUST(CHRIS 06 725 84 737 1241 275 645 6122 �� /STER� �� ADAMS TRUSTEE), 1691 OSGOOD 190535 BEDFORD MA 1997 273 219 536 596 259 F�`rj�NAL ENG\�� STREET, NORTH ANDOVER, MA 01846 � , as97o �7 210 383 162 202 658 367 3952 DECEMBER 27,2000 SHEET 9 9�B�L!-ltf0 ruxM ii -SULL EVALUATOR FORM Page 2 of 3 Location Aa*ws a Loc No. 1591 Osgood St., N.Andover STORM LEACHING FIELD FLOW AND AREA COMPUTATIONS On-site Review i ITEM i UNITS _ J Deep Hole Number 1 Data:..-,-.3/31198 Time: 1.0•gM Was~ clear 11. AREA SIZE 2500SF Location IidantHy out site p1an1 ; 2. DESIGN FLOW 100 YR. AS PER DEP 1" PER SF AS PER DEP . .._...-... . _ .. Lurid Use . .,commercial- stop.m 3- 15waoe stones none. 3. INCLUDES ROOF DRAINAGE i 1 UNIT PER 2500 SF vegatatlor►_..� - ••:—•---•-•• . -• .- --_. . - 14. DESIGN FLOW 208 CF/UNIT rusidon on tun"`"`' 5. SOIL PERC RATE >2MIN/INCH (0.042 FPM) �osioon on landscape (sketch on the bask) . . i 6. SOIL CLASS CLASS 1 Distances Rom: Open water soot' >50V toot Drainage way toot 7. 100 YEAR STORM 5 MIN DURATION Possible Wet Moo >500' toot Property Use 60 fast 8. YIELDS 208/5 i 41.6 CF/MIN Drinking water Well >600' fen Other 9. DESIGN FLOW RATE 2mpi =0.042fpm 10.AREA OF FIELD 41.6/0.042 990SF DEEP OBSERVATION HOLE LOG" i 11. SIZE PROVIDED 24 X 42 1008 SF 12. FLOW CAPACITY/ UNIT 1008 X 0.042 X60 X 24=61000 CF/DAY SYSTEM IS OVERSIZED • a.n+n m sort irorgoe soil r.xw. sort cow sea osw � swtaoe ItnewI WSDAI Imur"m Aft"WR *Wucmm.stofm.aeoua...,Ca»itma►Kr, % _ 0-81, Fill .5YR3 8- 1T' Bw Loamy 10YR7/6 none Massive,friable Sand 42, 17-30" Ci Fine 2.5Y6/4 none Massive,friable LIMIT OF STORM LEACH-Wg�D Loamy —` -� Sand AIT 30- 120" C2 Loamy 2.5Y8/1 none Massive,friable _ --- --- --- -^- - ---- --------- -- --------------- Sand --�---- - -- ------------- ------ ---- --- --- Pa musurmued"d-__glacial MpVa@**edq unknown ^ i lb11dM�Wr ft isrommic none wew, lwa,wtFo= none Z _ - 6 4" PERF. PVC PIPE TYP. ass.art sa.rorr tilsh Dieted Wyatt: >120" g - � , -`;•--_ �/ � - -- --- -- -------------- ---------- o 4 OTHER TEST PITS WERE EXCAVATED IN GOLF COURSE AREA 0 o i AND INDICATE SOILS ARE BASICALLY IDENTICAL TO DATA SHOWN HERE i'- s, PERC RATE 2 MIN/IN 00 soo•rrtto�t?cW->� - v � � 1 j424.0- -- - -----j- -�3 - - --- -- -- ------ ------- ---- -------- 3'0" 1 3@6'0"=18' ( 3'0" - PLAN OF LEACH FIELD BIT CONC SURFACE DRAINAGE AREA 220 X 150 = 33000 SF SYMBOL ON CHANGE IN RUNOFF COEF. 0.12 SITE PLAN AREA REQUIRED 33000 X 0.12= 3960 I ON SITE SOIL MAY BE UTILIZED 6" MIN 1 SEE SHEET 7 USE 2 UNITS CRUSHED STONE 12" INFILTRATION SECTION '� -.-- OIL LOG & INFILTRATION DETAIL 8„ 4" PERF.PVC PIPE TYPICAL j NTS o�y� '�H 0t ' r� FOR WAREHOUSE DESIGN CRUSHED STONE IHOAt 9� WAREHOUSE DESIGN + o�89v 81 " S.P.E.C. REALTY TRUST CHRIS 7a'7�sys�7 i NATURAL SOIL1 ADAMS TRUSTEE) 1691 OSGOOD STREET NORTH ANDOVER, MA 01846 s/oNat 0970 DECEMBER 27,2000SHE71 97�7�'us° SCHEDULE OF BACKFILL TRENCH -� — UNDISTURBED PE OF PIPE GRANULAR BASE SPECIAL SPECIAL SELECT 18" -�. 18" SIDE OF TRENCH�a !•• .'`.. BASE BACKFILL BACKFILL BACKFILL PAVING PAVED AREASIGRASS AREAS -* ,• COVER AS SPECIFIED -- i MATERIAL "A"(IN.) i - 4"LOAM,SEED, r� ON PLANS FERTILIZER& MULCH i '!{' DUCTILE ; GRANULAR AASHTO GRANULAR AASHTO 6 GRANULAR AASHTO GRAVEL CONCRETE ''. -PIPE BEND IRON M145-49A-3 OR BETTER , M145-49A4 OR BETTER M146-49 A3 OR BETTER AS SPECIFIED i THRUST BLOCK:ON PLANS -SUITAB E OVERLAP i =�� CONCRETE GRANULAR AASHTO GRANULAR AASHTO 12 ! GRANULAR AASHTO � f BACKFII L SIDES OF �'rt"- M145-49 A3 OR BETTER ' M145-49 A-3 OR BETTER ! M145.49 A3 OR BETTER PLASTIC MARKER --- PIPE i TAPE APPROX.12'. -"ov PVC 3/4"CRUSHED STONE I GRANULAR AASHTO 6 GRANULAR AASHTO BELOW FINISHED PLAN VIEW M145-49 A3 OR BETTER ! M145-49 A-3 OR BETTER GRADE CONCRETE THRUST BLOCK:OVERLAP CMP 3/4"CRUSHED STONE 1 GRANULAR AASHTO 6 ! GRANULAR AASHTO SIDES OF PIPE M145-49 A3 OR BETTER M145-49 A3 OR BETTER SUITABLE BACKFILL -+- �� PIPE BEND FREE OF FROZEN :�I LUMPS,ROCKS, `O NOTE: THIS DETAIL MUST BE APPROVED BY THE SUPERINTENDENTS OFFICE PRIOR TO STONES DEBRIS& INSTALLATION OR THE LOCAL CRITERIA IN THE PEPPERELL SEWER USE REGULATIONS. RUBBISH 12SERVICE LINE B - �• •. SERVICE LINE A- _ • MATERIAL BAS'� X3PAVED AREAS NON-PAVED AREAS 6" 1=1 '11= i 1-=I i I-I I 1 -I I K SECTION 4"LOAM&SOD 3"BIT.CONC. •'S" FINISHED GRADE CONDUIT TYPE THRUSTIRETAINER GLAND SCHEDULE CONDUIT GRASS PAVED 1/4 BEND (90 DEG.) USE POURED-IN-PLACE THRUST SIDE OF TRENCH MAY SERVICE! SIZE AREAS AREAS UTILITY BLOCK W/RETAINERS BE SLOPED BACK IN � - —_ UNPAVED AREAS ONLY. �- 1/8 BEND 45 DEG. THRUST BLOCK W/RETAINERS BASE GRAVEL A 5" � SCH.40 PVC RIGID GALV. POWER ( ) ELEC.GRADE STEEL I 1/16 BEND (22.5 DEG.) THRUST BLOCK WHERE REQ'D SPECIAL BACKFILL ASTM A120 1/32 BEND (11.25 DEGBACKFILL WITH EXCAVATED BACKFILL O SEE SCHEDULE. .) RIGID GALV. ! THRUST BLOCK SELECT BACKFILL AS DIRECTED BY ENGINEER c TRENCH WIDTH SHALL BE a B 4" SCH.40 PVC STEEL ASTM A120 IPHONE THE ON-SITE INSPECTOR DUE TO SOILS AND WORKING THE ABOVE SCHEDULE IS SUBJECT TO THE APPROVAL OF 2"RIGID INSULATION WHERE.INDICATED ON PLANS d�� ®� �+ MAINTAINED TO TOP OF OR REQUIRED BY ENGINEER AND AT ALL LOCATIONS v _ SPECIAL BACKFILL. PRESSURES IN THE AREA. WHERE STORM DRAIN PIPE WILL HAVE LESS THAN 3'OF COVER AND SEWER WILL HAVE LESS THAN °�O NOTE:KEEP CONCRETE CLEAR OF PIPE JOINT NUTS AND BOLTS. °•o o'O ° • 4'•&"OF COVER. N i° PIPE SIZE AS o ° #4 + NOTED ON UTILITY TRENCH: POWER & TELEPHONE TYPICAL THRUST BLOCK PLACEMENT AT BENDS PLAN GRANULAR BASE, SEE SCHEDULE IDT U.S.Standard Staev(in) U.S.Standard siw vnumb" Hydrnmetx �4/3 I.D.PIPE+1'-6"+"S"(MIN 3'-0") NOTE:BRACING AND SHEETING OR OTHER TRENCH PROTECTION TO BE PROVIDED 100 -` c B` B ° TO MEET APPLICABLE STATE AND O.S.H.A.SAFETY STANDARDS.ALL SUCH TRENCH PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. to GENERAL NOTES RELATING TO FILLS UTILIZED so •• � 10 eo TYPICAL STORM DRAIN TRENCH SECTION 20 N so RANGE FOR �—;-- FO TITLE 5 FILTER SOI E FOR SOILS ON THIS PROJECT. GENERAL FILL— AS PER 310 CMR 16.00 0 1. ONLY CLEAN COHESIONLESS SOILS MAY BE E 70 SOIL B S IL A 30 o, UTILIZED AS FILL FOR THIS ENTIRE PROJECT. s BEDDING LAYERit m 2. WHERE FILL IS UTILIZED IN AND UNDER THE 3 8D 40 SUBBASE ONLY APPROVED SOIL MAY 50 •• 50 y BE UTILIZED. cD PERMISSIBLE •. 90 cis 3. ALL OTHER GENERAL FILL MAY FOLLOW RANGE WHEN THE RANGES NOTED . ` 30ETAINI WALLS ,0 70 `m i WHERE RETAINING WALLS ARE PART OF ARE INVOLVED PROJECT 0.3mm THE DESIGN THEN THE SOIL RANGE FOR ALLOWABLE SOILS, STORM DRAIN 0- SOIL C a COMPACTIVE PURPOSES IS REQUIRED BEHIND ASH Of DETAIL UTILITY TRENCH DETAILS 0Ajf& 10 90 THE WALL USE SOIL C. o`�� FOR WAREHOUSE DESIGN 0 100 5. NO SILTS OR CLAYS WILL BE ALLOWED AS E 1003 10oz 100, 1000 w 160, 16o2 10-03 FILL FOR ANY PORTION OF ANY SYSTEM, NAlA, WAREHOUSE DESIGN ( ) EXCEPT FOR IMPERVIOUS SEPARATION WALLS 81T� R7� S.P.E.C. REALTY TRUST(CHRIS Grain size mm i €R� ��, ADAMS TRUSTEE), 1691 OSGOOD A� EN � STREET, NORTH ANDOVER, MA 01846 Spm, Of9J0 DECEMBER 27,2000 SHEET 11 .97B74AZEM ETHERIDGE SB248 FRAME TYPE M GRATE OR EQUAL (ROUND FLANGE AT CORNERS TO PROVIDE MAX 30' HAUNCHED 3'-4"DIMENSION) CONE FOR 3-4- RECTANGULAR:8" 2'-0" BRING TO GRADE WITH BRICK 'CRUSHE 14'- 2.5"BIT.CONC. 8'CRUSHED FRAMES. MIN.OF 1 COURSE STONE � � STONE MAX.OF 4 COURSES INVERT REFERENCE POINT MOLD INVERT IN MANHOLE --�- + FOR SMOOTH WATER FLOW. 6"MIN-12" MAX TYPICAL R FOR JOINTS OF WATERTIGHT MANHOLE: KENT SEAL, ' 4„ RAM NEK OR"O"RING MUST MEET AASHTO M198B. G • MAXrt W � oun¢T ¢ CASCO TRAP ON OUTLET.ONLY WHER NOTED ; 1 ON PLANS a i 12" COMPACTED GRAVEL ----' PRECAST CONC.BASE SECTION WITH PIPE CO) OPENINGS AS APPROVED BY ENGINEER. w & ALL PRECAST CONC.SECTIONS SHALL CONFORM 2 m -q,� TO ASTM C478 AND BE DESIGNED FOR H-20 ADING a�� 4• '•, •. SIO EWALL OF MANHOLE TO BE BACKFILLED WITH TYPICAL GRADING AND PAVEMENT �. .� X11.+ . • SELECT BACKFILL AASHTO SPEC.M145-49 AS BETWEEN STRUCTURES �Ab REVISED,CLASS A-3 OR BETTER. NTS 5" 12"THICK 3/4"CRUSHED STONE BASE 25' Access ROAD 4'-0" PRECAST CATCH BASIN/MANHOLE _ WITH AND WITHOUT SUMP N.T.S. i BRASS PIN 8'CRUSHED 8'CRUSHED STONE 14'- 2.5"BIT.CONC. STONE 1.(INSTALL CASCO TRAPS ON OUTLETi 5.5' PIPES AS INDICATED ON THE DETAIL B I SHEET. 2.TO INSTALL,THE CASCO TRAP IS 1p— El L. I INSERTED INTO THE STORM DRAIN WITH THE HOOD DOWN. .+ I✓H� ,i�;:; 14..1• } - - 114.,E - SIZE A B ( C D E F ( G H � •�: • _-� �_f-•--�"J �• '. '.� • - -• ,. • . 12" 1 11.5 20 1 18 8 6.325 I 18 12.5 13.325 15" 1 14.5 1 22.5 23 ! 10.251 5.75 1 21 14.25 15.75 CASCO TRAP DETAIL N.T.S. 4"WIDE YELLOW CURB OR i `4 BARRIER FREE PAINT STRIPE 4"WIDE PARKING SIGN 2'-0"O.C.TYP. YELLOW YELLOW REFLECTIVE TYPICAL. (TWO COATS) PAINT 6"R PAINT(TWO COATS) 12" COMPACTED GRAVEL STRIPE 0 7 TYPICAL GRADING AND PAVEMENT FOR ACCESS ROAD COATS) D 20'-0" Q `� NTS 90° 19 a' "WIDE 9 YELLOW 4 N L REFLECTIVE 23° TRAFFIC PAINT STRIPE K b;Q 8.-0.. TYP. GRADING SECTIONS, CATCH (TWOTt1 OF BASIN&HANDICAPPED PARKING � 2 & ' iruted 9'-0" 8'-0" s'-0" COATS) .1.� DETAILS FOR WAREHOUSE DESIGN PER PLAN 3" 1.-0.. ZH011u y _ TYPICAL PARKING SPACE DIMENSIONS 8 ' k WAREHOUSE DESIGN �.OF PARKING SPACE z las-y�s7ss7 81 S.P.E.C. REALTY TRUST(CHRIS AND STRIPING DETAILS INTERNATIONAL BARRIER o --j ADAMS TRUSTEE), 1691 OSGOOD PLACE AS NECESSARY TO SUIT PLAN FREE SYSMBOL �Fss/Q 1MIR� ``c STREET, NORTH ANDOVER,MA 01846 n+Ai �H N.T.S. N.T.S. .911E J.LA"5° DECEMBER 27,2000 SHEET 12 FOR ATTACHMENT TIE HEIGHT SEE STAKING TIE BETWEEN DRIVE STAKE AT SLIGHT RUBBER 1/3&213 ANGLE&DRAW VERTICAL HOSE ONE TREE HEIGHT APPROX.2/3 BALL DIA. PIECE PER H t TIE 3"MULCH COMPLETELY II 1 PLANT SPECIES LIST �( 3"BARK MULCH jj jj EXTENDING ENCIRCLING _7- _ OVER BERM 1 I OVER SAUCER WIRE LOOP AROUND SYM. i BOTANICAL NAME COMMON NAME SIZE -; REMARKS WEED BLOCK TREE 1 i Spirea nipponica"Snowmound" Snowmound Nippon Spirea 2-3' 5'o.c. ! 18"MIN I FABRIC ITWISTED 2 + Taxus x media "Hicksi" Hicks Yew 3.5-4' B&B Full 5'o.C. T 9"COMPACTED TOPSOIL 3"+/- 3 I Thuja occidentalis"nigra" Dark American Aborvitoe 4-5' B&B Full 3'o.c. NOTE:FOR TREES TO 3"CALIPER TYPICAL TREE STAKING N.T.S. WIRE LOOP OR TURNBUCKLE(OPTIONAL) STAKING TIE DETAIL GROUND LINE N.T.S. LANDSCAPE NOTES: WEED BLO TO BE SAME AS FABRIC AT NURSERY. 1.Planting of trees and shrubs shall not occur until all grading and paving is completed. 3"MULCH EXTENDING EARTH SAUCER W/ 2.All plants shall have a normal habit of growth for the species and shall be sound,healthy and free of disease and OVER BERM 4"HIGH BERM insects. They shall conform to the measurements on the Plant List and shall conform to AAN Z60.1 -Nursery Stock,latest revision. 3.All plants shall have all non biodegradable 9"MIN BACKFILL W/TOPSOIL& - - p egradable materials(string,wire,pots,etc.)removed at the time of planting. Circling roots or roots that would later girdle the plant shall be straightened,cut on the root ball shall be cut PEATMOSS MIX IN 9"LAYERS. utilizing the"butterfly method". WATER EACH LAYER UNTIL BREAK SETTLED.DO NOT TAMP. SUBSOIL WIRE `�� ; TIE HEIGHT COMPACTED TOPSOIL 4.Backfill mix shall be composed of a 80l201oam/peat moss mix. Planting pits shall be excavated to twice the & � � APPROX.1/2 diameter and to the same depth of the plant root ball. Backfill 1/2 of depth of it at a time and compact. W!A PICK r P P p p pact. See Note 5 HOSE TREE and install slow release fertilizer after first backfill lift. TYPICAL SHRUB PLANTING HEIGHT 5.All paintings shall have slow release fertilizer tablets installed. Tablets shall be Aariform 21 gram 20-10-5 planting N.T.S. 4"BARK MULCH EARTH tablets or an approved equal. Application rate: perennials-1 tablet/plant,woody shrubs to 3'-0"-2 tablets/plant OVER BERM SAUCER W1 shru bs and trees 3'-0 to 6'-0-3 tablets/plant and trees 6'0"and above-4 tablets/plant After plants are installed, 4"HIGH liquid feed all plants with Roots or an approved equal. Mix according to manufacturer's instructions.Application ALT.STAKE BERM rate: perennials-2 Ots/plant,woody shrubs to 4'-0"-1.5 gal/plant,trees and shrubs V-0"to 10'-0"3.0 gal/plant and LOCATION trees 10'and above-4.0 gal/plant. SOIL MIX WEED 6.All trees shall have plant support stakes installed at the time of planting. Cherry shall have three support stakes 18"MIN � BLOCK and the trees shall be staked according to detail FABRIC 7. Mugo Pine Sumersweet Cinquefoil Potentilla Hosta Cher and False C 9"COMPACTED TOPSOIL g q ( ), Cherry Cypress are located in mulched beds. All planting beds shall be free of weeds or grass prior to installation of mulch. If vegetation exists treat with TYPICAL EVERGREEN PLANTING herbicide. Mulch to be installed to a depth of 3"after normal settling. Mulch shall be medium shredded Hemlock bark, N.T.S. treated with Treelan or equal,prior to installation. All plantings not in beds or islands shall be circle mulched according to the detail. S.All plants shall have their locations staked and approved by Phalen &Allen prior to plant installation. All plants shall be oriented for best appearance. 9. Plant species substitutions will not be allowed unless first approved by Phalen&Allen. 10.All plants shall be guaranteed for one growing season. Any plants that die during the guarantee shall be replaced by the landscape contractor at no cost to the owner. SH Of LANDSCAPING NOTES & DETAILS 11.All areas not identified with other surface treatments shall be lawn. The lawn area shall be seeded with Lofts ��► y FOR WAREHOUSE DESIGN Tri-Flex General or approved equal and straw mulched. The contractor shall be responsible for lawn maintenance. Ol' Maintenance shall commence at the time of planting and last until a good full catch of grass is established. DOW yG„ s8#,~9.rae WAREHOUSE DESIGN X.4jfe,,�at mo�B90 12.Allow Cinquefoil(Potentilla),Hosta and Suersweet to grow together to form a natural looking plant moss. Allow "' S.P.E.C. REALTY TRUST CHRIS 7e�7�u7ss7 Mugo Pine to grow together to form solid ground cover. Dead head flowers on Hosta once the flowers have past. T� � Z o ADAMS TRUSTEE) 1591 OSGOOD RFs C/ ERS `��`� STREET, NORTH ANDOVER MA 01846 SINAL EN��� .Som., mat osv7o DECEMBER 27,2000 SHEET 13 .97, t�so VAEIES LENGTH OF GRID SCHEDULE BY CONTRACTOR -- CAPSTONE WITH 2 BEADS MASONRY ADHESIVE 2 BEADS CONCRETE ADHESIVE 3"_ SOIL___ VAEIES I CAP UNIT D GRASS LOCKING PINS - I . .� (TYPICAL) 12 APPROVED ` _ �^ 11 ' BACKFILL �� ----- �I NATURAL ) ' `m ?�r i IN-SITU SOIL 1 ' STONEWALL UNIT G' r— TYPICAL ' c GRID LAYER GRAVITY STONE 9 FILTER FABRIC PROVIDE FILTER FABRIC o WALL WITH 4' 8" MAX ( BETWEEN BACKFILL AND s = o � BACKFILL TAMPED#57 hDRAINAGE STONE SOIL STONE INFILL AND 5/8" BATTER ; _ -"-.'-::... 0----'--1/4"TO 3/4" ` / LINE INTERFACE CRUSHED STONE WITH FILTER FABRIC s .9 FINISH GRADE 12"MINJ FOR DRAINAGE v _ 4 1 6"min 45 ',.._.._....._....._.._._.: 4"PERFORATED PIPE FINISH —� (ROLL IN FILTER FABRIC) GRADE 12" I -.._....._.._._: :E__ VARIES TO SUIT DRAINAGE i COMPACTED SOIL FOOTING — OR J f 8 2000 TO 2500 PSI CONCRETE 4'-0"MIN. ---�---- t '*" \ COMPACTED i CRUSHED STONE BASEBASE NOTE: 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL ELEVATIONS AND DIMENSIONS IN THE FIELD AND TO IMMEDIATELY INFORM THE ENGINEERS �\ 8" MIN THICKNESS OF ANY DIFFERENCES BEFORE CONSTRUCTION PROCEEDS. DRAIN TO SURFACE N.T.S. 4" DIA PVC DRAIN PT 2 _ 1 ANCHOR UNIT ON INSIDE OF WALL(TYP) �—STANDARD FACE UNIT I 1 Ire AT OUTSIDE FACE OF WALL(TYP) I 2 T 2 1*4 _IA �ev4 AV dot * 2 SECTION A-A `'--, —TRUNK—��`` ------ ----.___ YS MOLES '---- '----'---------- UNIT 12 SLOT(UNDER)1 HIGH • .� • • a a a (TYP) 5 3/4 t t t i \ ~-IRREGULAR FACE I STANDARD FACE UNIT sire 17 AT OUTSIDE FACE OF WALL(TYP) ANCHOR UNIT ON 14 INSIDE OF WALL(TYP) NOMINAL DIMENSIONS BLOCK LAYOUT (BASED ON AS CAST DIMENSIONS) i BLOCK LAYOUT 13/4 AT CONVEX CORNERS SH Of SEGMENTAL BLOCK RETAINING ` ted WALLFOR WAREHOUSE DESIGN �/e° eic & mea NOTE CONTRACTOR MAY SELECT EITHER OF THESE WALLS AULA -+ WAREHOUSE DESIGN 07890 WITHE THE OVERALL DETAILS SHOWN TO APPLY ' 81 " S.P.E.C. REALTY TRUST(CHRIS '� ADAMS TRUSTEE), 1691 OSGOOD AL STREET NORTH ANDOVER MA 01846 �s/DNENG DECEMBER 27,2000 SHEET 14 9781Ff�850 EROSION CONTROL NOTES EROSION/SEDIMENT CONTROL DEVICES 3.If excavation is interrupted by heavy rains,additional mulching or gravel work mate may be required on areas The following erosion/sedimentation control devices are planned for this site during theof exposed soils. Soils which may have become unsuitable for use due to exposure to heavy rains shall be construction period. These devices shall be installed as indicated on the plans. removed from the work area and dried or disposed of off site in a manner consistent with this plan. 1.Silt Fence: Sift fence will be installed along the downgradient edges of disturbed areas to trap runoff bome sediments until the site is stabilized. The General Contractor will be required to submit a schedule to the Owner for completion of the work which 2.Rip Rap: Rip rap shall be installed.in areas where slopes are>2:1 and as shown on the satisfies the following criteria: plans. Rip rap is intended to protect the soil surface from erosion forces of concentrated runoff,slow the velocity of concentrated runoff while promoting infiltration,and to 1.The work shall be conducted in phase which will: stabilize slopes. 3.Loam,Seed& Mulch: All disturbed areas,which are not otherwise treated shall a)Revegetate disturbed areas as rapidly as possible,backslopes and fill slopes. receive permanent seeding and mulch to stabilize the disturbed areas. The disturbed areas will be revegetated within 5 days of final grading. Seeding requirements are provided at b)Incorporate planned drainage systems as early as possible into the construction phase. the end of this report. 4.Construction Entrance: A stabilized construction entrance shall be installed,as shown c)If any site work is not scheduled to be completed by November 1st and construction is planned between October 15 on the plans,to reduce the tracking of sediment onto public right-of-way. The placement and April 15 of any calendar year,then the General Contractor shall submit a schedule which will satisfy the of the construction entrance shall be at the major points of construction ingress and egress. following criteria: TEMPORARY EROSION/SEDIMENTATION CONTROL MEASURES The following are planned as temporary erosion/sedimentation control measures during i.Limit the amount of exposed area to work areas intended to be undertaken during the proceeding 30 days. construction of the Development. 1.SILTATION fence shall be installed along the downgradient side of the parking areas and ii.During the construction process,before final grade is established,all disturbed areas shall be covered with of all fill sections. The SILTATION fence will remain in place until the site is revegetated. mulch within 15 days. 2.Hay bales will be installed at key locations to supplement the sift fence. 3.Temporary stockpiles of stumps,grubbing,or common excavation will be protected iii.Incorporate planned drainage systems as early as possible. as follows: a)Soil stockpile side slopes shall not exceed 2:1 iv.Once final grade has been established,the contractor will temporarily seed the disturbed area prior to placement b)Temporary stockpiles shall not be in areas with slopes over 10 percent,and shall be of mulch. The Contractor shall return in the spring of the following year to permanently seed areas which have not located away from drainage swales. established a sufficient cover. c)The stockpile shall be stabilized within 15 days by either temporarily seeding the stockpile with a hydroseed method containing an emulsified mulch tackifier or by covering The schedule will be subject to the approval of the Owner and his authorized representatives. the stockpile with mulch. d)If stockpiles must remain in place for more than 60 days,filter fabric shall be used in The Contractor must install any added measures which may be necessary to control erosion/sedimentation from place of mulch or temporary vegetation. the site dependent upon the actual site and weather conditions. e)Any stockpiled topsoil shall be surrounded by siltation fence. 4.A stabilized construction entrance will be installed at the project driveways. The construction The Contractor shall note that no areas shall remain denuded for a period of over 30 days before temporally entrance shall consist of an approve 20 feet wide minimum by 50 feet long by 4 inch depth of crushed stone. stabilized. Temporary stabilization shall be the installation of gravel or mulching. During construction,this entrance will be monitored and the crushed stone removed and replaced as it become contaminated with mud/dirt/debris from the contractor's operations. PROVISIONS FOR MAINTENANCE OF THE EROSION/SEDIMENTATION CONTROL FEATURES S.All denuded areas which have been rough graded and are not located within the building pad,or panting and driveway subbase area shall receive mulch within 30 days of initial disturbance of soil or within 15 days after The project will be contracted by S.P.E.C.REALTY TRUST to a General Contractor. The Contractor will be required to completing the rough grading operations. In the event that the Contractor completes final grading and installation of designate,by name,a person responsible for implementation of all erosion control measures. Specific loam and seed within the time period presented above,installation of mulch and netting,where applicable,would not responsibilities will include: be required. 6.If work is conducted between October 15 and April 15 all denuded areas are to be covered with hay mulch,applied at 1.Inspection of the project work site on a weekly basis,and after each rainfall(0.5 inches or more within any twice the normal application rate,and anchored with fabric netting. The period between final grading and mulching consecutive 24 hour period)with the installation of added erosion control measures in areas which appear shall be reduced to a 15 day maximum. vulnerable to erosion. The Contractor shall maintain written records of these inspections noting compliance with 7.OSGOOD Street shall be swept or washed to control mud and dust as necessary. the plan,any deviations and corrective measures necessary to comply with the erosion control requirements of 8.Temporary erosion control measures shall be removed one the site has been stabilized(951/6 established vegetation) this report. or in areas where permanent erosion control measures have been installed. PERMANENT EROSION CONTROL MEASURES 2.Inspection of all erosion control measures after any significant rainfall. Accumulated siftlsediment should be The following permanent control measures have been designed as part of the Erosion/Sedimentation Control Plan: removed from the barriers when the depth of sediment reached 6 inches. A significant rainfall shall be defined as 1.The storm water runoff from the building and paved areas will discharge into the ground. over 112 inch of precipitation in any consecutive 24 hour period. 2.All areas disturbed during construction,but not subject to other restoration(paving,rip rap,etc.),will be loamed, limed,fertilized and seeded. Native topsoil shall be stockpiled and reused for final restoration when it is of COMPLIANCE sufficient quality. 1.The erosion and sedimentation control plan will be made part of the bid documents. The Owner will insure 3.Earth sloped greater than 2:1 will receive rip rap. compliance by monitoring the site and withholding payment for items not completed. TIMING AND SEQUENCE OF EROSION/SEDIMENTATION CONTROL MEASURES The construction period will last approximately six months. The Contractor will be required to have the least possible area exposed to the elements and will be required to maintain the erosion control elements on a regular maintenance schedule. The sequence of events anticipated are: Install perimeter silt fence and construction entrance. Demolition of existing structures. perform out/fill operations,install wall and bring site to sub-grade elevation. Begin installation of underground utilities,and construction of the building Complete fine grading of the paved area,install curb and place base pavement course to stabilize the site. Complete construction of the building. Begin installation of the landscaping. Install surface pavement course and stripe paved area. Finish the perimeter landscaping,topsoil all perimeter disturbed areas and install seed and mulch. EROSION CONTROLL NOTES Remove silt from behind the silt fences and mix with topsoil for use in topsoiling operations. jV1 OfL� When vegetative cover is established on 95%of the site,remove the perimeter silt fence. ��► "s41 FOR WAREHOUSE DESIGN Note:All denuded areas not subject to final paving or rip rap will be revegetated. Various items in the sequence may �O ZftAft y occur concurrently. In addition to the measures list above,the following work will be performed as required: N f ; WAREHOUSE DESIGN �' osg9a 1.Remove accumulated sediment from ahead of any sift barriers(as necessary)and dispose off site. y 78l-7f¢7��7 S.P 2.Dust and wind erosion shall be controlled throughout the life of the contract. Dust control shall include,but is not 81T� y, REALTY TRUST(CHRIS limited to sprinkling of water on exposed soils and haul roots. �� PSTER� k� ADAMMSS TRUSTEE), 1691 OSGO Fps/O�AI STREET, NORTH ANDOVER, MA 01818 4b DECEMBER 27, 2000 SHEET 15 97B147rr50 194.19 N2 0 31' W V X V X 3�WOOD STAKES 5.OC I RESIDENTIAL ZONE -- 1.285 ACRES ;,,f T �o �� we _ • Shy- .r- D c : yam. :w�OMPpCTCpvpTE BACKFILL AND COMPACT N m cc cm EXCAVATED SOIL y� M BACK. v { Res' OVER FAB 6"TRENC cli \Ssoe''t�a�2oh I 6., DEEP TRENCH SILTATION FENCE a ��•� ? e I c NTS to co tC R 30' -40' U) z R = 15' , PLAN ARV..-' INDUSTRIAL ZONEj o ` C7 w '0 2 .671 ACRES ! .,•i C7 p - w z 2 or '` p ZZ = W HW / l,� > H � MtnZ tn > t'.. i iv:. z co O p K Q cp ' 1" U co N W � 'e0w Lu CL Tz SILTATION FENCE w if _ _ - - PROFILE J� U N Z 0 Iv F- FILTER FABRIC . ' cn = ) Z o zw CONSTRUCTION ENTRANCE NTS 0 R�3 60'2• � ..� :..� 0 s2 . 0 Oy. EROSION DETAILS 74 •••� ��` ��SN 0f FOR WAREHOUSE DESIGN EROSION PLAN 'q(" X99 0� N 700 •SMAS F1Y Js .lsat v�s90 SCALE 1 �� � 50�� 00•w � � '" WAREHOUSE DESIGN 81T.p � y S.P.E.C. REALTY TRUST(CHRIS p TE ADAMS TRUSTEE), 1691 OSGOOD .� G/SRE� �� .at.,oes�.S�s AL EN� � STREET, NORTH ANDOVER, MA 01846 eVR,70 DECEMBER 27, 2000 SHEET 16 9�a�s� 5O GENERAL NOTES 1. THE WORK BEING DONE WITH THIS SET OF DRAWINGS IS FOR THE CONSTRUCTION OFOF SITE CONDITION AND INCLUDES, WITHOUT LIMITING THE GENERALITY THEREOF ALL LABOR, MATERIALS, EQUIPMENT AND ALL OF THE NECESSARY STATE AND LOCAL CONSTRUCTION AND RELATED CONSTRUCTION PERMITS TO CONSTRUCT THIS WORK. THE CONTRACTOR BY BEGINNING THIS WORK REPRESENTS THAT HE HAS THE NECESSARY EXPERTISE AND LOCAL AND STATE LICENSES TO WORK WITHIN THE CITY/TOWN DESIGNEATED AND IS AWARE OF THESE REQUIREMENTS. FURTHER THE PERMITS INCLUDE DIG SAFE(1-888-344-7233)PERMIT FOR UNDERGROUND UTILITY MARKINGS. STILL FURTHER THE CONTRACTOR IS WARRANTING THAT HE IS FAMILIAR WITH ALL THE STATE AND LOCAL REGULATIONS GOVERNING THIS WORK. 2. PIPE SPECIFICATIONS SECTION OF WORK SIZE(IN) MATERIAL & ASTM DESIGN. MIN. SLOPE THIS CONTACT PERFORATED DRAIN PIPE 4 PVC SCH 40 D1785 1/8"/FT YES OR Cl ALL SOLID DRAIN PIPE 4 PVC SCH 40 D1785 1/8"/FT YES 1 NONE AL PIPES SHALL BE PROPERLY LAID AND BACK FILLED. 3. NUMEROUS TYPES OF SOIL ARE REQUIRED FOR DIFFERENT ASPECTS OF THE WORK. DETAILS OF THE ACCEPTABLE SOILS ARE GIVEN ON THE DRAWINGS HEREIN ATTACHED. 4. THE LOCAL REGULATIONS AS AMENDED TO DATE ARE HEREWITH MADE PART OF THIS WORK ENGROSSED BY THESE PLANS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES THRU DIG SAFE AND LOCAL PLANS AND UNLESS OTHERWISE SHOWN, ALL NEW UTILITIES SHALL BE UNDERGROUND. 6. CONTROL OF WORK SHALL BE RESPONSIBILITY OF CONTRACTOR WITH APPROVAL OF THE OWNER AND CONTRACTOR. 7. WHERE REQUIRED THE CONTRACTOR SHALL FURNISH CONSTRUCTION LAYOUT OF ALL SEGMENTS OF HIS WORK AND IT SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER OR LAND SURVEYOR. 8. ALL SAFETY MEASURES SHALL MEET WITH LOCAL CUSTOMS AND LAWS AS AMENDED TO DATE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY DAMAGE DURING CONSTRUCTION.ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF OWNER. 10. CONSTRUCTION METHODS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. ANY REVISIONS SHALL BE APPROVED BY ENGINEER PRIOR TO COMMENCING WORK. 12. ALL EXPOSED FINISH GRADE AND DISTURBED SURFACES NOT PAVED SHALL BE LOAMED & SEEDED AND/OR MULCHED. 13. THE CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL INSPECTIONS REQUIRED BY THE LOCAL CODE AND SHALL ABIDE BY THIS INSPECTION SCHEDULE. av GENERAL NOTES tH Of � q FOR WAREHOUSE DESIGN �� iC &� Ca` 2ircited ftAtft WAREHOUSE DESIGN IFN,1 4 8j71, �� S.P.E.C. REALTY TRUST(CHRIS o ADAMS TRUSTEE), 1691 OSGOOD 1ST�R���E� STREET, NORTH ANDOVER, MA 01846 QUAL �� DECEMBER 27,2000 SHEET 17 9��7y9ll�o RESIDENTIAL > COMMERCIAL A ry ZONING ZONING °� • �e •"`1® ry 371.74' N 61°26'$ 329.60'N 610 29'E : 158.05'N 610 29'E .' •' •'' •'' ASL ■ • • , , , • ; i ' .N • ■ i ;O ; to ■ • ,.• is LIMIT OF NEyV PAVING - o • tp V a wo a 100,, ' s� W 4P ' y fl. . I .♦ ` a �l Dl � Jk • ti O ; L :x. ,I.,.;; Q C? 19� k ;�. a , w y • � • . y 2 d zo o0 02 O 167.77' S 260 20'W ; �o ,'► TEST PIT - __ . .---- NOTE: ALL STORAGE STRUCTURES TO BE FIRE SPRINLERED, MASTER ^a ti o N T IT ALARM CONNECTED,AND GATE LOCK AND UNIT LOCKBOX ACCESS 1 : 6 M TO BE PROVIDED TO FIRE DEPT. SCALE; 1 IN = 40 FT 356.56•,S 710 57• W MO CRITICAL ZONING &PARKING DATA �/ PROVIDED PARKINS 4r ro q' ---•— LAND AREAS AND RATIOS 1. FRONTAL PARKING SHOWN 39 ✓ ( �� _ri/ f 1. COMMERCIAL: 116305 SF(2.67 ACRES) Z, DELIVERY PARKING ONE SIDE I f' 2. EXISTING STRUCTURES:5400 SF OF I f3. 3. GROUND AREA NEW STRUCTURES: 23400 Sf STRUCTURE ONLY 43 Allr A '��nn 3. TOTAL PARKING AVAILABLE 82 4. TOTAL OCCUPIED GROUND AREA: 28800 SF S. GROUND BUILDING AREA TO TOTAL ACTUAL PARKING REQUIRED FROM ANALYSIS ACTUAL REQUIRED PARKING BUILDING AREA RATIO: 24.7% STANDARDS AND FIELD VIEWS VS. PARKING PROVIDED 6. STORAGE AREA(2 FLOORS): 50700 SF 1. RESTAURANT 32 47 NEEDED« 82 PROVIDED & 2. SELF STORAGE WAREHOUSE 15 32 NEEDED« 39 FRONTAL PROVIDED APPROVED BY TOWN OF NORTH ANDOVER PARKING ANALYSIS 3. TOTAL REQUIRED 47 THUS PARKING IS ADEQUATE ZONING BOARD: DATE CODE REQUIRED PARKING INDICATED H or TOPOGRAPHIC PLAN & 1. RESTAURANT PARKING 32 Q WAREHOUSE DESIGN •/ � c�.5 ��rCi� 2. SELF STORAGE WAREHOUSE 101 33 E WAREHOUSE DESIGN 3. TOTAL AS PER CODE 133 SEN, S:P.E.C. REALTY TRUST(CHRIS 7-fA7.0.97"7 MIR ADAMS TRUSTEE), 1691 �OSGOOD lSfl �'�� STREET, NORTH ANDOVER,MA 0192 qtr ifs/ANAL EN .�.1�,. +I ar W-97a NEW SPACES SHOWN THUS JUNE 16,2000 S14EET1 19 9JB,���tJO RESIDENTIAL < COMMERCIAL "o ZONING ZONING ry °� •^^� •"`�6 A ^� 371.74' N 610 26'E 329.60'N 610 29'E .-• No e LIMIT OF NE yV PAVING ,.•' o vall, $ _ .�• ; ; J iii///1<Y//yyytt�#� ,. .�.{.a�,' v ; J ;•' ' 8 -. y AP • /6 ,til'` � � �+ CI . V 4ir 1, ' a w ,�•. ; fir . ., r� 7 �' ; • - ��� : ; ; i HP �• , , . , .N C4 • HP 167.77' S 260 29' W ♦ '�--�� `� • + : TEST�IT NOTE: ALL STORAGE STRUCTURES TO BE FIRE SPRINLERED, MASTER o N T IT N g9J ALARM CONNECTED, AND GATE LOCK AND UNIT LOCKBOX ACCESS M co TO BE PROVIDED TO FIRE DEPT. ^� $ a� 6 SCALE: 1 IN = 40 FT 356.56'g71°.5 W CRITICAL ZONING &PARKING DATA AUG $ �OO(I r J LAND AREAS AND RATIOS PROVIDED PARKING SN" ✓ 1. FRONTAL PARKING SHOWN 39 1. COMMERCIAL: 116305 SF(2.67 ACRES) 2.DELIVERY PARKING ONE SIDE �,. •_ 2. EXIS71NG STRUCTURES: 5400 SF OF STRUCTURE ONLY 43 3. GROUND AREA NEW STRUCTURES: 23400 SF 3. TOTAL PARKING AVAILABLE 82 4.TOTAL OCCUPIED GROUND AREA: 28800 SF 5.GROUND BUILDING AREA TO TOTAL ACTUAL PARKING REQUIRED FROM ANALYSIS ACTUAL REQUIRED PARKING BUILDING AREA RATIO: 24.7% STANDARDS AND FIELD VIEWS VS. PARKING PROVIDED 6.STORAGE AREA(2 FLOORS): 50700 SF 1. RESTAURANT 32 47 NEEDED<< 82 PROVIDED& 2. SELF STORAGE WAREHOUSE 15 32 NEEDED<< 39 FRONTAL PROVIDED APPROVED BY TOWN OF NORTH ANDOVER PARKING ANALYSIS 3. TOTAL REQUIRED 47 THUS PARKING IS ADEQUATE ZONING BOARD: DATE CODE REQUIRED PARKING INDICATED w or TOPOGRAPHIC PLAN & 1. RESTAURANT PARKING 32 WAREHOUSE DESIGN / z�iz &j?096 u 2.SELF STORAGE WAREHOUSE 1t10ft101 3. TOTAL AS PER CODE 133 ft N, `—�, WAREHOUSE DESIGN � CaI o�a9a BI7 � S.P.E.C. REALTY TRUST(CHRIS ADAMS TRUSTEE), 1691 OSGOOD ISTf E4� STREET, NORTH ANDOVER,MA 0192 staal.,�Geird� i AL a�9�o NEW SPACES SHOWN THUS 19 JUNE 16, 2000 SHEET?