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7 CROMBIE STREET - ZONING i SPR DECISION f CITY OF SALEM PLANNING BOARD Site Plan Review Decision 0 a M April 8,2005 " x-TI Ncn yy CDr- m Winter River Realty 209 Essex Street m3 Salem,MA 01970 w D RE: 7 Crombie Street Site Plan Review Decision On Thursday, March 24, 2005, the Planning Board of the City of Salem opened a Public Hearing regarding the application of Winter River Real to allow the redevelopment of the existin i g g pp Realty p g Mission building located at 7 Crombie Street,which has a footprint of 7,268 square feet. The project includes the construction of up to sixteen artist live/work units. The public hearing was continued to April 7, 2005. The Public Hearing was closed on April 7, 2005. At the regularly scheduled meeting of the Planning Board held on April 7, 2005, the Board voted by -- i:vote`of sig iri�&"ro (Power,Mous takis Puleo, Collins;L3nVard0,'kea'dyr non" ne oppo ed, t' approve the application as complying with the requirements of Site Plan Review subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Permit Site Plan, Map 26,Lot 448, 7 Crombie Street,Salem,MA 01970,"prepared by Hancock Associates, 185 Centre Street, Danvers, MA 01923, dated March 1, 2005, and revised March 15,2005,including pages SPA and SP- 2; and the elevations entitled, "7 Crombie Street, Salem, Massachusetts," prepared by Winter Street Architects, Inc., 209 Essex Street, Salem, MA. 01970, dated Match 18, 2005 and April 7, 2005. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed substantial by the City Planner, shall be brought to the Planning Board for a vote. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. Any proposed landscaping shall be done in accordance with the approved set of plans. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM b. The applicant shall coordinate with the City of Salem Cemetery& Shade Tree Department for the selection of street trees. The selection and placement of street trees shall be reviewed and approved by the Department of Planning& Community Development prior to installation. c.The final landscaping plan shall be approved by the City Planner prior to the issuance of a building permit. 4. HVAC If an HVAC unit is located on the roof or site,it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 5. Parking The applicant shall lease one parking space per residential unit, at the Museum Place Garage until such time as other accommodations may be made. Documentation of the leasing of these spaces shall be provided to the Department of Planning and Community Development prior to the issuance of a Certificate of Occupancy. 6. Noise Following occupancy of the building,if the Department of Planning& Community Development receives any complaints concerning noise emanating from the air conditioner units, the applicant shall be required to show that the decibel level is no higher than the pre- development level and if so, shall submit a plan for review and approval by the City Planner to make any improvements necessary. 7. Signage All proposed signage shall be reviewed and approved by the City Planner prior to the issuance of a sign permit. 8. Lighting a. The applicant shall install a City of Salem Standard Period Street Light to replace the existing cobrahead light fixture along Crombie Street that is adjacent to the site. The location and specification of the lighting shall be reflected on a revised lighting plan submitted and approved by the Department of Planning and Community Development and the City Electrician prior to the issuance of a Building Permit. b.No light shall cast a glare onto adjacent parcels or adjacent rights of way. c.A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of a building permit. d. After installation, lighting shall be reviewed by the City Planner and the City Electrician prior to the issuance of a Certificate of Occupancy. 9. Construction Practices All construction shall be carried out in accordance with the following conditions: 2 a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take lace on Sundays or holidays. The Planning Boai d willa ee to chan es tii the startifi tit e;' at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting,rock crushing, jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules,regulations and ordinances of the City of Salem. - g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. 10. Construction Traffic & Phasing a. All construction will occur on site;no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning& Community Development prior to construction. b. A construction traffic/phasing management plan and schedule shall be submitted to the Department of Planning&Community Development for review and approval prior to the issuance of a building permit. c. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the applicant. d. The applicant shall clean construction vehicles before they exit the construction site, and clean and sweep all streets affected by their construction truck traffic as necessary. ' 11. Salem Redevelopment Authority All work shall comply with the requirements of the Salem Redevelopment Authority. 3 12. Clerk of the Works A Clerk of the Works shall be provided by the City, at the applicant, his successors or assigns' expense, as is deemed necessary by the City Planner. 13. Salem Health Department All work shall comply with the requirements of the Salem Health Department,if applicable. 14. Office of the City Engineer The applicant, his successors or assigns shall comply with all requirements of the City Engineer. 15. Fire Department All work shall comply with the requirements of the Salem Fire Department. 16. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner. 17. Utilities Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 18. Drainage a. The drainage plan for the site shall be reviewed and approved by the Office of the City Engineer prior to the issuance of a building permit. 19. Maintenance a. Refuse removal,ground maintenance and snow removal shall be the responsibility of the applicant. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of any landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two-year period. d. The Condominium Association shall be responsible for placing trash on the street for pickup. 20. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Works prior to the issuance of the final Certificate of Occupancy. 21. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. 4 I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been — - filed or that if such'appeal has been filed;-and it has been dismissed of dimied;is recorded iiMie Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. 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III �11�11MEII� I�II�II�II�II�II� �II�IHII�II�II�II�IH�111�11�1I�II�IHI 111 Existin IIII South 1B'=1'-0 U 2 N H U W F I U Q F W W a' I_I�I I 1=1 11=1 11=1 1 11 11=1 11=1 I I—I 11=1 I I—I 11=1 11=1 1 11 11=1 11=1 11=T=1 11=1 I I—I 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 1 11 11=1I 1=1 11=1 1 11 1 11 11=1 I L=1 11=1 I I N I I=1 1 1I 11=1 11—I 11=1 11—II I—I 11=1 11=1 11=1 11=1 11—I 11—I 1 1I 11—I 11=1 11—I 11=1 11—I 11=111=I I I-1 11—I 11—I 11—I 11=1 I VIII 11=1 11=1 11=1 11=1 11=1 11=1 11= w I I-1 1 111 I11 11=1 I I-1 1 1I 1 11 1 11 11=1 1 1I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 11 11=1 11=1 I I-1 11=1 I I-1 11=1 11=1 11=1 11=1 1 11 1 11 11=1 I I1 I I-1 11=1 11=1 I I - 11-1111111 11=1 1 11 1 11 11=1 11=1 11=1 1 11 11=1 11=1 11=1 I! 1 11=1 11=1 1 11 I II 11=1 11=1 I I=1 1 11 11—I 11—I 11=1 11=1 11=1 1 11 1 11 11=1 I II 11—I i t—I 11=1 I I z III III=1 1 11 11=1 11=1 I I1 1 11 1 11 11=1 1 11 11=1 I I=1 11—I 11=1 11=1 11=1 1 11 1 11 I I1 11=1 11=1 11=1 11=1 11=1 11=1 1 11 11—I 1 11 1 11 1 11 I I=1 11=1 I I=1 I I1 11=1 I I � g n Existing East 7 Crombie Street, Salem, Massachusetts 1 ELEVATION BENCH MARKS U,)41 DATUM: RECORD OWNER: 0� ESSLXST. tD �--r- 1 �XSN; —r -- �� ' PERMIT SITE N 0. D E SCR I P TI ON ELEV. CROMBIE STREET UNI TED CHURCH OF CHR/ST X55 1 . MAG NAIL SET /N GRAN/TF CURB 98.27 y�"rY-' ��0 N i1 o� ; MAG NA/L SET IN GRANITE CURB 100.00 REFERENCES: __ --� r-- / , -� ,. _�. MLR191AN FROM REFERENCED FLAN 1 z r>.., ,Z , PLAN 2. - DEED BOOK 2337, PAGE 446 3. DEED BOOK 2337, PA GE 448 PLAN EN777ZED: "PLAN OF LAND IN NAUMKEAG AMUSEMENT CO. LOCUS: SCALE- 1"=2000'f CONS TRUC TION KEY NO TES SALEM, MA " PREPARED BY EASTERN LAND SUR l EY ASSOCIA TES, INC., DA TED (NOT NECESSARIL Y A CONS TRUC77ON SEQUENCE) JULY 27, 2004. MAP 26 LOT 448 1 INSTALL UNDERDRAIN 112� i ROD 8,(FD) WO `' F T C R PCKET FENCE- � '�' y' OMBIE STREET `F � O INSTALL 610 SOL/D SCH-40 PVC PIPE \ .\�: �� �\�\\\'tib,"`�`•\`� \ � r� _-t 7228, ,�; �:� SALEM, MA 01970 1 PROPOSED O INSTALL 12" RCP DRAIN LINE 77?ASH STORAGE PIPE INVERT r y ELEV. 98.6E �\` 18 PREPARED FOR O INSTALL DRAIN MANHOLE a ^ ' DE /UL/S PROPERTIES, LLC � �M §, WINTER OINSTALL 7RENCH DRAIN - SET GRA 7F LEVEL WITH PA VEMENr. 0 ! Ny STREET SAW-CUT EXISTNG PA 6 MA 7FRIAL AND REPLACE PAI VEMENTMWITH THE SAME TYPE AND ,CONS7RUC ONPRIOR TO EXCA VA 7701VCOMPACTCASLTHA T REMOVED. ` PROPOSED MULCH �' ARCHITECTS PLAN77NG BED 7 INSTALL 4"� SOLID SCH-40 PVC PIPE I C 101 209 ESSEX STREET, SUITE 300 �\} SALEM, MA 01970 8O INSTALL WYE FIT77Nc ? i j \ JOAOU/M & MARIA CANAS { CS -< O9 INSTALL 600 CLD/ FIRE PROTEC77ON LINE v I 9 INSTALL TAP, VAL VE AND SLEEVE INSTALL 3"O WA 7FR SERVICE UNE ` { Ni HANCOCK INSTALL TAP, VALVE AND SLEEVE �. ` I CORE AND BOOT EXIS77NG MANHOLE FOR PROPOSED' 7200 STORM DRAIN Z 1I I \ 1 ASSOCIATES } , 1 REPLACE WITH CITY OF SALEM APPROVED PER/00 Ll(GH77NG. � �{ ' I { F-7 00R= '0; 40 nl ti V'. a 3 INSTALL 2" GAS SERVICE LINE Civil Engineers O 5 4 EXIS77NG GAS LINE TO BE CAPPED AND ABANDONED' IN PLACE. 10'WA Y -.- -. INSTALL 1 1/2" THICK, BLUESTONE PAVERS j , i �\ Land Surveyors (STONE PA T7ERN AND SIZE TO BE DETERMINED). _ M14 Landscape Architects ter[°D + ry LEGEND AA�P N rRIA4=100 ;7 ' 7 TC, '` �'F"Ur' ��3fjli�Jrf�f�' Environmental �o Consultants EX/S TING PROPOSED .F` :f SEWER UNE AND MANHOLE S SAN ~ _ r; SIZE MA 7FR/AL FL OW D/REC770N �— ��; ;; LOT AREA— 8,932E S.F. .\`' DRA/NUNS W11H PIPE SIZE MATERIAL 185 CENTRE STREET, DANVERS, MA 01923 & fZOW D/RECTION, CATCIIl BA SIN �S DMH ` f X ar 5 VOICE (978) 777-3050, FAX (978) 774-7816 MANHOLE & ROUND CATCH BASIN 1 4 A WWW.HAN000KASSOCIATES.COM `Ii _�.� PR�OSED MULCH WA TER MAIN AND VAL VE w - 4 !r ?�`` PL4N77NG BED 7 4 S T 0,q Y RRIC'k' 1361,1LOING NA7URAL GAS LINE AND VAL VF Gam-- . ` Y PROPERTY UNE (APP.RO)(/MA IF) C.F. TOMPK/NS COMPANY `�`� , M �� ��� OF . !< EL EVA TION BENCH MARK �, I ; VAC `'• ;` ��{ \` p� RICHARD F VER77CAL GRAN17F CURB BB `� `, �;; 2 pDHERTY \ 3 CIVIL ro• \ iT tl,4l,NOUS L�.'ry"�, �t a �� �.` No. 31 Q CONCR TF ,o "p BUILDING, LIGHT, STEPS & OVERHANG j 'S �' �6�s PROPOSED CLEANOUT .CO MAIL BOXES SPOT ELEVATION 13.3 \yHALI,, F.G. �; NCh. _ ���pL �,` NVERT f ;T FOUND 1—GAS F07FNI � ' OMH PIPE I — 99 — — ELEVA 77ON CONTOUR ( 99 4� >.` ELEV. 97.5E WA MP VAL V �=9i 59 1 7 GTN ME%Az VER/FY /N RELD, �' Ij !,�V %S) 92.0 2 1 4 =4�sHoLnn= 99.gI rtL { / \ ,�y, rn f T r i7 r, � ELECTRIC UNE f ( r7i1.S ` r CABLE 7FLEVISION UNE FENCE & GA 7F �' T r' r,,ly �� lI INL INV(N) 92.4 (12"7CP) 72.00 ti� ti �� ��.�a` 2' q,41`K NO PIPE VISIBLE c7R SB(FD) / I mer. I„�?i#A—o9 A A 7 / TO BE REMOVED (TBR) DH FD) {��: =,s A I ' . _ 8 � ani L( / 2 �i� may.^� luiJ��r ,_ ._ – -_-. – � --�� ✓i""'"'—� W -_ r i- "•T� 17°ALri SMALL DECIDUOUS TREE OR SHRUB 100 -- M 5s s ' a!C�C S� , i 92 0 - -~-- - - l � - { W SD SD 6 rf' 'g� 1 JBS RFD 3/15/05 PLANNING BOARD REVISIONS SMALL CONIFEROUS 7REE OR SHRUB 4 , SD l \ a j 1 BAMBOO - (' , ) 14 S TREE T 3 CROMBIED B,_lC�!BAR/ABLE WIDTH 9 -C-_ ` - N0. BY APP DATE ISSUE/REVISION DESCRIPTION DECIDUOUS 7REE = i -._- -- y ,- '-9.'.1 12'" RCP � r ' i ,___,_ °'� �`� � Y� JBS -- --- `�✓ � - w- 4, „ DATE. 03/01/05 DRAWN BY: JBS - -- RIM-p,9.5? i - .-,5- _.. ., __-.__ r E__ _ -- - _. - E ---Ei E SCALE: 1 =10' CHECK BY: LANDSCAPE LEGEND - _._ _.___ D H � .� „ter p r?c•V-9:.1s !�i1Eu ,��, WC DEBRIS SYMBOL PLANT NAME hf PLANTS PROPOSED PLANT SPECI,F7CA 710NS/DIMENS/ONS BA BLUE ATLAS CEDAR (2) _ - +"_ 'ii CAlY LA v- r CAT-V ---- C .`'%- ---- -__r 7_ (DIAMETER.- 6-8 /N VA TUBI TY HEIGHT 20-25 FEET �� '� CA 7V NN p BB SUT7FRFL Y BUSH (4) RIAS/=99.4 PlY=9e,52 HEIGHT 6-,10 FEET INL /NV (E) 97.0 (6 PW) `���" aPERMIT SITE PLAN ( ) ,NL INV fs�t 9�.s (4 CL,, By BAMBOO (4) (4) OUT INV (S) 93.4 (121RCP) OUT /rrV (s) 41., 02 RCP,) APF-AR VE:C) &Q LMLMES (DIAMETER. 1/2 /N MAI TUR/TY HEIGHT 6 FEET) JM JAPANESE MAPLE (1) (1) SITE: PLAN (DIAMETER.- 6-8 /N MA TUR/TY HEIGHT 10-20 FEET) CS CARL OINA SIL VERBELL (1) (1) (DIAMETER.- 6-12 /N MA 711RI TY HEIGHT 25-.30 FEET) PLOT 64 M 1Ar 17, MW &W an L I GH TING LEGEND SCALE. 1 = 10 PA Ak F.•ua.d P►ojYeb R?,IfM7,,by, AG�- WALL MOUNTED PERIOD NORAL PRINCESS LIGHT FIXTURE 0 10 20 40 DWG: 11787sp_1.DWG BO ALLSCAPE DM - DRIVEWA Y MARKER GROUND MOUNTED LIGHT FIXTURE C WALL MOUNTED PER/OD NORAL TUBA L✓GHT FIXTURE LAYOUT: S17F PLAN SHEET: 1 OF 2 SP 1 PROJECT NO.: 11787 1 j GENERAL NO TES 1. LOCA77ONS OF EXISRNG UNDERGROUND U77LI77ES/08STRUC110NS/SY57EMS SHOWN HEREON ARE APPROX/MA 7F ONLY. ALL U77U77ES/O8S7RUC770NS/SY57FMS MA Y NOT BE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA 77NG AND PR07EC77NG ALL UNDERGROUND U77U77ES/09S7RUC770NS/SYS7FMS, PERMIT SITE WHETHER OR NOT SHOWN HEREON. CON7RACTOR SHALL NOT NEGA 77VFL Y IMPACT EXIS77NG U77LI77ES /N ANY WAY ' 2. UNLESS OTHERWISE SHOWN, ALL NEW U77LI77ES SHALL BE UNDERGROUND. PLAN 3. CONTRACTOR SHALL FURNISH CONS 7RUC77ON LA YOU OF BUILDING AND S1 7E IMPROVEMENTS THIS AV SHALL BE PERFORMED BY A PROFESSIONAL LAND SURIEYOR. PROPERTY LINES SHOWN HEREON ARE APPROX/MA 7F 4. SAFETY MEASURES, CONS7RUC770N METHODS AND CON7ROL OF WORK SHALL BE RESPONSIBILITY OF CON7RACTOR. CONS7RUC770N IN AREAS 70 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXIS77NG IMPROVEMENTS PLANTED OR UNIMPR%ED AREAS CONSTRUC110N/N AREAS TO BE PAtO X X{ DAMAGED DURING CONS 7RUC77ON THA T ARE NOT DESIGNA TED FOR DEMOLI nON AND / OR REMOVAL FRAME � TH J" S/7 RSLEB "DRAIN" " LANDSCAPE MAP 2 6 LOT 448 HEREON. DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO 7NE. SA 17SFAC770N OF 1HE7R LA 246 WI1H 3 LETTERS DRAIN SURFACE RES70RA770V PAVEMENT GRA RESPECTIVE OWNERS. FRAME 70 BE SET/N 12" 1/4' TO 1/2" G f7/LL BED OF MORTAR MIN 2 COURSES OF �'L Y�N/PACTFD VLZ BASE 7 CROMBIE STREET 6. U77LlTY LOCA770NS WERE OBTA/NEO FROM SALEM ENGINEER/NG (DEPARTMENT RECORDS, SALEM WATER MIN. 6" 1N/CK _ CONCRETE BRICKS SALEM, MA 01970 DEPARTMENT RECORDS AND KEYSPAN ENERGY RECORDS VISIBLE STRUCTURES IN CROMB/E STREET WERE BIIUM/NOUS �` `"���Y =' 70 BE USED FOR GRADE ADJUS1il/EN7�' LOCA 1FD HORIZONTALLY/N THE f7EL0 BY HANCOCK ASSOCIATES. CON SHALL VER/FY U77UTY LOCA 77ONS CONCRE7F COLLAR _ X BOTH HORIZONTALLY AND VER77CALL Y, PRIOR TO CONS7RUC7701V. ao SEAL R77GHT OPENINGS AC COMPACT 7. THE Cl D' ENGINEER'S OFf7CE DOES NOT HA W ANY /NFORMA 77ON RELA 77 VE TO THE SIZE,, LOCA 77ON AND DEPTHS S7RUCTURE i NON-SHRINK GROUT OF DRAIN AND SEWER LINES IN CROMBIE S7REET. THE LINES SHOWN HEREON ARE fROM THE BEST /NTERPRETA770N BAICKRLL 79 II I II I II I II I I T TI I II��I 95X PER AS TY 24"f1" D/A. 5" MINIMUM m a WINTER OF PHYSICAL EVIDENCE RECOVERED BY OPEN/NG STRUC7URES. h D-1557 4,000 P.S./. PRECAST LAY BACK S)DE SLOPES a S TREET 8• ANY INTENDED REWS/ON OF THE k,- HORIZONTAL AND/OR VFR77CAL LOCA 770N OF IMPROVEMENTS TO 481E I D/A. CONCRETE N O4 PRONDE STRUCTURAL QZ BE CONS7RUC7FD AS SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY ENG/NEER PRIOR �. CONFORM/NG Wf1N vzj �+ :: . ,-. S7IPP0RTft7R 7RENQy TO /MPLEMENTA710N. MANHOLE S7FPS AS1A! C-478, Q� o �''' ` , SEEN 1F 2 �. WALLS PER OSHA AT 12" O.0 FOR REINFORCING PER -' ;::` �';` •�' `:'` - R£QI/rREMENTS ARCHITECTS 9. WHERE EXIS77NG U77LI7Y LINES S7RUCTURES ARE TO BE CUT ROKEN DOWN ABANDONED, L/NES/STRUCTURES ASTM A-185 ,.j ' /� STRUCTURES OVER o �m `~ :: SHALL BE PLUGGED/CAPPEDILLED /N ACCORDANCE WITH OWNER REOUIREM NTS. 6 FEET, RIM 10 v < -�_: � '? SPR/NGUNE 209 ESSEX STREET, SUITE 300 10. ANY PROPOSED SEWER PIPE SHALL BE SLEEVED WI1NlN f0 FEET OF ANY WA 1FR SERVICE OR WA 1FR MA/N. /NWA'T W L D 4 HAUNCH/NG SALEM MA 01970 r 11. THE CITY ENGINEER'S OFFICE DOES NOT HAI MF INFORMA 77ON ON THE SIZE OF THE WA TER MAIN IN CROMB/E STREET. SEAL ALL MIN 6'BEDDING OPENINGS WATER- m �' FOUNDA77ON STAB/UZ4 770V 77GHT WI1H o 12. CON7RACTOR SHALL VERIFY DETAILS WI7H THE IENDORS OF 77YE STRUCTURES FOR UNIFORMITY NON-SHRINK GROUT o o g ��� WHEN WSEREQPLACE BYE DING O WITH THE LA7EST DETAILS do SPEC/f7CA77ONS PR/OR 70 CON57RUC77ON ANY DISCREPANCIES SHALL o�o � � ogo� &YAPS BEDDING BY HAND OTHERWISE PLACE BEDD/NG ON BE REPOR7TD TO THE DES/GN ENG/NEER. TO nr�BOnW OF PIPE; INSTALL UND/SIURBED NATURAL SOIL � PIPE OVW STABLE BEDD/NG WITH UNlfWM BEAR/NG PIPE BARREL ifULL LENGTH HANCOCK 13. f7EL0 SURVEY WAS CONDUCTED ON FEB. 23, 2005 WI1N SNOW COVER. SOME S1 7F FEF LURES MA Y HA VE 6" DEPTH OF 2'f CRUSHED STOVE UNDER OF EL BEEN OBSCURED. UNDISTURBED SOIL OR S)BGRADE COMPACTED TO 95%PER AS71M D-1557 f271UNDA�71011, BEDD/NG dt BACKf1LL MAMMALS [1���3/4'1 !A5'ADED 14. THE CONTRACTOR SHALL VERIFY THE LOCA 77ON AND RELA 77VE ELEVA 77ON OF BENCH MARKS PRIOR TO ASSOCIATES COMMENCEMENT OF CONSIRUCIION. ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER. PIPE A/A1FR/AL HDP, PVC R� p/ RANULAR BA7URF AT OPTIMUM MOISTURE/N NG SURFACE MATERIALS NO7F CONICAL 7?7P MAY ALSO BE USED FOUNDA770V [61 161 HO4/ZOWTAL, 8=DEEP, CUT EX/S77NG PA VFMENT AND REPA IR ROADWA Y AND EX/S77 TOR SHALL SAW STABILIZA 170N LOOSE'LAYER • COMPACT 15. CONIRAC S 70 EQUAL OR BET7FR COND177ON THAN WHA T PRESENM Y EXISTS AND AS APPROVED BY 1NE C/lY'S TO 95%PER ASTM D-1557. ASSISTANT D/RECTOR OF PUBLIC SERVICES, WILLIAM MERRILL. �CON7RAC70R SHALL PROVIDE FULL ROAD DRAIN MANHOLE SEWING [1J [1J [2J M/N/,uuM fNDrN o,� rREwva�l Civil Engineers SEC70N GRINDING AND REPA VEMENT OF CROMB/E S7REET EX7END/NG THREE fEFT BEYOND PA WMENT CU1S HAU/NCHNG [1J [1J MEA S UR,E D AT 1N£SPR/NGr/NE 16. 7NE ALLEYWAY NORTH OF 17 CROMB/E STREET WILL BE LANDSCAPED. T YP/CAL. CROSS SEC TION OF 7HE P/P& INCLUDING ANY ND 7T TO SCALE INr77AL BACKRTLL [iJ [11 NECESSARY SHEATH/NG` Land Surveyors 17. THE EXIS77NG SEWER IN CROMB/E S7REET SHALL BE VIDEO TAPED AND A REPORT SHOWING THE SIZE, TYPE, LOCA 77ON RPF LD. MD7H AND COND177ON THE PIPE, SHALL BE PREPARED AND FORWARDED TO THE SALEM ENGINEERING DEPARTMENT PRIOR f1NAL iBAG7�7LL [4J [4J LESS THAN 21' O.D. f 12' TO CONSTRUCTFOU A+' C [5J [5J 6REA�TD?WAN 42' ap f �" Landscape Architects PIPE' COVER [3J IN57rALL RPFIN CEN7FR OF 7RDVQV REGULA TDR Y NOTES [4] IN PLAN70 OR UN/MPROWD AREAS USE' ON--SI1C EXCAYA7EP AMn7yAt FOR Environmental FINAL BACKF7LL COMPACT 70 95X PER ASIA/D-1557. IN PAVED AREAS Consultants 1. CON7RACMR SHALL N077FY CITY OF SALEM ENGINEERING DEPT. PRIOR TO CONSTRUC770N. ONAL CKRLLFR APPROVAL OF ON-BYTE EXCAVATED MA1FR/ALS ft7YQ USE"AS fINA4L BAGyff7LL 2. CON7RACTOR SHALL CONTACT D/G-SAIfF FOR UNDERGROUND UTILITY MARK/NG AT 1-888-344-7233 [57 M/NIIIMUM COVD4 OVER 70P OF PIPE.• AT LEAST 72 HOURS PR/OR TO COMMENCEMENT OF ANY HVRK. C0N7RACT0R /S RESPONSIBLE FOR ALL PIPE MA7ERIAL HDP, PW Rr, D/ 1185 CENTRE STREET, DANVERS, MA 01923 U77L/TY No 77RCA 77ONS, /NCLUD/NG THOSE THAT ARE NOT PARTY TO D/G-SAFES MEMBERSHIP OR MARKING WATER 5=0' 5=0' VOICE (978) 777-3050, FAX (978) 774-7816 PROGRAM. MARK OUT OF ALL CITY OF SALEM U77LI77ES ARE DONE BY THE CITY OF SALEM BY CONTAC77NG SENER 4t--O" 4t-0" WWW.HAN000KASSOCIATES.COM WILLIAM MERRILL A T 978-744-3302 A T LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ANY HURK. DRAIN 3. CON7RACTOR SHALL MAKE HIMSELF AWARE OF ALL CONS7RUC770N REOUIREMEN7S COND/77ONS, [61 FOR ,FOUNDAPal/STAB/UZA7TON, USE 2'f M&WED SMVE: AND UM/TA77ONS IMPOSED BY PERMI7S AND APPROVALS ISSUED BY REGULATORY AUTHOR/TIES PIPE TRENCH PR/OR TO COMMENCEMENT OF ANY HVRK. CON7RACTOR SHALL COORDINATE AND OBTAIN ALL CONS77?UCON PERM/7S REOU/RED BY REGULA TORY AUTHORI77ES. 77P/CAL CROSS SEC770N _ P ss NOT 1D SCALE RICHARD F. /D FACE OF BUILDING X DOH T M 4. ALL Wt7RK OU73'lDE OF BUILDING TNA T/S LESS THAN 10 FEET FROM THE INSIDE o FOUNDA 77ONS SHALL CONFORM WITH THE UNIFORM STA TE PLUMB/NG CODE OF MASSACHUSETTS, " C a A 5. ALL HVRK SHALL COMPLY WITH THE CITY OF SALEM ENGINEERING DIVISION REGULA77ONS AND POLICIES, s m EXCEPT AS PROVIDED BY APPROVED WAIVERS .) 60 NEENAH GRATE P-4391-A CRUSHED STONE/ (7"X9') GRA 7F TYPE B S70NE DUST BED N RN/SH' GRADE BLUEST5NE PA VERS 4=O" `/ ��VATIVE TOPSOIL BACKf7L_C_;::.::,p', \/, • TOP OF' S727NEf�\\� PLAN 70TAL LENGTH - 20 r F/L TZ� I � ��� 1 J8S RFD 3/15/05 PLANNING BOARD REVISIONS 7 M/RAF/ 140 NC OR 3/4" 70 / APP DATE ISSUE/REVISION DESCRIPTION R APPROVED £QUAL, 1-1/2 WASHED / co FULL-WIDTH LAP AT STONE( DESIGN BY: JBS ;! TOP. DATE: 03/01/05 DRAWN BY: JBS �O SCALE: 1"=10' CHECK BY: DH PIPE, INVF'RT �\ \ LAP ✓0/NT BOTTOM OF S1OVE`� ,S/DE SEC110N VIEW END SEC 77ON 6" = DETAILS A RECH DRAIN TO BE MANUFAC7URERED BY NEENAH FOUNDRY CO,/TEM SCH-40 PAC PIPE' & NOTES P-4996-A2 (4' SEC77ONS), OR EQUAL RMF (5) SEC77ONS REOU/RED TRENCH DRA/N UNDERDRA/N NOT TO SCALE �� . NOT TO SCALE AP P IT PLAN fwzww Mw 14 2= TJ4 PM PA ft P V-7d NVAaft Mjf?7ffA6W j DWG: 11787sp_1(REW LAYOUT: DETAILS V9 P 2 SHEET: 2 OF 2 PROJECT NO.: 117