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LIBERTY HILL AVENUE - ZONING pP Liberty SchoolBates Ave . I r 4� 1 Ctu of sRP�umh, One �$alem Green R?R 2 D Apri122, 1999 9 salern Herbert Levine `' T Collins Middle School y 29 Highland Avenue 5 Salem, MA 01970 r RE: The Bates School, Liberty Hill Avenue Site Plan Review Special Permit On Thursday, April 15, 1999, the Planning Board of the City of Salem opened a Public Hearing regarding the application of the Bates School regarding Site Plan Review for the construction of two additions totaling approximately 33,500 square feet, demolitions on approximately 9,730 square feet, and the construction of 19 additional parking spaces. The Public Hearing was closed on April 15, 1999. At a regularly scheduled meeting of the Planning Board held on April 15, 1999, the Board voted by a vote of six(6) in favor, none opposed, to approve the application as complying with the requirements of the Site Plan Review Special Permit, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the set of plans entitled, "The Bates School, Salem, MA", sheets L- 2, L-4, L-5, A3.1, A3.3, prepared by Earl R. Flansburgh and Associates, Inc., dated March 15, 1999. 2. Amendments Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum of 3 ''/�" caliper. c. A landscaping screen shall be planted along the southerly side of the parcel along the property line. The number of trees and types of trees shall be approved by the City Planner The Bates School April 22, 1999-2 prior to planting. 4. Site Lighting No light located on the site shall cast a glare on adjacent parcels or adjacent rights of way. 5. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. 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. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 6. Board of Health All Board of Health requirements shall be strictly adhered to. 7. Fire Department All work shall comply with the requirements of the Salem Fire Department. 8. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 9. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. c. Maintenance of all 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-(2) year period. The Bates School April 22, 1999 -3 10. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 11. 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. 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 Special Permit 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 or denied, is recorded in the 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. (6- Walter � VVC 6- li r TL Walter B Power, III Chairman C01 CO2 CO3 EXISTING BUILpIN : NEW CONSTRUCTION It . I T 1,V2 I.44rLr�yriil i L, - ROOF SCUPPER: SEE ROOF PLAN A2.1 I� -- I— �� i I j I 1 ALIGN WITH SPECIAL BLOCK BFL,OW,TYPICA4. 22 25 ' I 2 I $ 2$ A52 A¢.3' ' � A � A5.3 A5,3 _� —. L-=—_-1 i I I I I rT -_ bottom of Deck(Roof Pea I , I --- ------------- -------- ------5/8 ------ -=-�- - - ----- ---- ----- -- ----------- ------- -------------- I m CW1 — $ottom of Peck I --------- --------------------- " y > L. 84'-6 518 ------ --- ---------- ------ LID ---- --- --- + NJ T 2 EXPANSION JOINT -- ----- -------- ------ _ CJ CJ cJ } sz r '� h s �*.t � ,�. �'-F ------I --------------------- ------ 111 --- CW1 w CW14 rt C1ry14 W15 � �Y 'k I I i , RTU i iry c sl I Exist. Top of Msnry. --- 1------- ----------------I ------ Batesemepta r �. I'l1:1111:61ill ......................... Bottom pf Depk Low Roof) --------- Exist. Second FIQQr EL 73'-�5/8" Salem : s is ----- _ --------- -------- r r� r. EL: 7'I -2 5/8 , - ' o ( yy (. ------ --------- —————————— t T 771-11M, / .-� .. A1- I .r :a 2"EXPANSION JOINT ED1 EL1 ED1 Ep1 f� z l 7 y i T TY ;Jr_ �, CVy18 ri;�?, ',f 4Xr" s'. .t�, - m h , P I P a B EARL R. FLAI�NS TTRGH + AS$OCrATpS INC. C1RT WASHIN TO T ET. f Gym Floor Level I I I: ----t- µ �_ r_ CorridorG10�(Low End) ------------------------- ---------------------------------------------------------------------------------------------- ------------------------ ----- ---------- G __ - 77 N s N S IRE First Floor _- , I I I - ---- -- ELI 62'-6 5/8'' BOS'T'ON,MAS�ACHIIJSSE'J T 02 T I14 ----- ----------- ---------E2 , E EL: 60,,6„ I , i ---- ----- TE>:�f7 3673970 4 04200.00 ,cvyls v_ i i ,; FAx 07-740-7873 zo t I Y` --- -- F x ' { I I L7 Q3 _'EL1 E41 i=D1 '---- --- � LOOSE LINTEL SALVAGED BRICK I � �- �,��� >� � � ^ � � • . New Entry(_and'InO---- . Architecture ----- --------------- --- EL' 4'-6„ +- =-----�: _�- ;. --------- ------------- -------------- ILLI- - -_ - -- --_ ---- ---- ----------------------- --------, , i _ _ Master Planni/tg r i I i I i i I BLQCK TYPE 1 I I I I Space Plapnin& Exist. Cafeteria , Interior Design Brick Shelf BILOCK TYPE 2 �L: 53'-10'5/8" j I111d 1 11 GEJILER AS,SQCIATE$, INC. PREWSPECIAL BLOCK LandscapQ Arciitect �+ �..�.r DEVELI IS 4SSQC14TE5 Civil Fngineer EAST-ELEVATION - SEGMENT"C" 11 EAST ELEVATION - SEGMENT"C" 1 KEYNOTES ENGINEERS DE51GN IGRQUP Structural Engipeer TMP CMSULTING VNGINELRS Cz CSI( C EXISTING BUIPING i NEW CONSTRUCTION C'. MEP! nginpers TAVAU5 DESIGN i 3$ i F+E Design i I A5,3 i 1 tj EDVANCE TECH DAS,IGN A4,2 Teclulology I i 27 34 I WALTER ROSENFELD A5.3 I 37 I 38 , 41 Specifications A5.3 A5.4 }45.4 I A5.4 E3ottom of Joist(Roof Pea , ,� ------------------------- ---- j---1------------------------- -- ---------------------- - ' ----------- -- = _ _ Bottom of Deck(Roof Peak EL: 90-6 5/8 I ----------- - -- -------------------------------------- -- ---------- ---------- t I --- ---- - - ----------- --------------------------+=-------=-- ---- ---------------+-------------------- ) f EL: 90'-6 5/8" i i I I i I I ALUCOBOND CLADDING 07420.00 Pottom of Deck ----- --------------------L 84'-6 5/8" -- ----------------------- ------------ Gil --------------------- - ' CJ I 2 EXP JOINT I , I 01 o> L1 L1 L1 RTU I 'RTU Bottom of Deck(Low Roof) m / , I Existing Top of Msnr� ____ EL: 73'-2 5/8" �-------------------- _r_ -- ----r --- �- ----- ------ ,---- ------- ------ ------ - ------ --+----------------- --- ------- -------------- Exist. Second Floor 1 I I t EL: 71'-2 5/8" o --- I - ---- ------------ - ----- - --------------------------------- ------ ------- ------ ----------------- -- --------- -- ----- Second Floor I t- ' ---------- Exist, -------- ---------- EL: 71=2 5/8.. I EF1 ED2 ED1 ED1 ED1 ED1 ED2 EF1 t. Ot � t}fit MM -----®---------- ----- ----NEW LOUVER----- I I Exist. Gym Floor ---- 04200.00------- - ---------------- . . W .� .. f co [y t ---------------------------------------------------------- - 3 X PLA Y � "`' AND LINTEL - 1111 if ILI - --- ------ ------ ----- A t N N t N G OAR D oL First Floor � _ , , � ; , °' ' i INFILL WITH SALVAGED L1 t � ��� --I- -----i----------------------- ------------ % I BRICK,TYPICALLY , Sar= APPROVED ----- ---------------------- I ---------------------- k EL:60'-6" I �' y SITE PLAN �� EJ1 z� � EJ1 � � , ' I New Entry Landing I ' " ---------------------------- /. EH1 E11 ----- ------------------ -- EJ1 r. I I ----------- -------- ------------- � A� I ' ' --------------------------------- - Stage Level Basement Level I -----; ------ i -- ------ ------ --I-1 -- --��;------------------------------- i --------------i-------- -_ ----------------- -- --------- ---------- oL Brick Shelf I I L -== --=--===-===--1 �� ------------ : --------------------� I I I I - I ' ' I Brick Shelf i Brick Shelf EL:53'-10 5/8" i EXISTING CANOPY I ' I 04200.00 I � EL:49'-10 5/8" EL: 51'-10 5/8" EXISTING CANOPY WITH NEW FASCIA WITH NEW FASCIA INFILL WITH SALVAGED BRICK,TYPICALLY 034 50.01 PRECAST CONCRETE PANEL: 2'-0"x 2'-0"x 4"DEEP. REFER TO FACADE DETAILS SHEET A10.8 i i 13 NORTH ELEVATION - SEGMENT"C" 14 No. Description of Revisions Date C6 C5 C4 C3 C2 C1 C2 C3 CA I I I i 9 11 A4.2 ; SALVAGED I I I I t I I I I - 5 BRICK INFILL 35 36 39 , 40 4L3 44 I 6 I I I 04200.00 A5.3 A5.3 A5. A5.4 I I A'5.4 A5.4 i ! � l --------- -- ------------------------- ----------- - --------------------------- Bottom of Deck(Roof Peak) Bottom of Deck Roof Peak) --------------------- I 1 4 9 ' i I i ! 1 EL: 90'-6 5/8" I , I , I I 05500.41 11 I I ' ' W m ----------- -----------� -' LI F1 I r, ---------- t I t I RTU I I CHl LER I x '. i / ----------- I--------- M1s cw1� cv�1a o Y PLAN. CONSTRUCTION �S t. t P .,sr. Exist.Top Of Msnry. - KE ' NEW ONST ROOF SCUPPERS t r. _ EL: 74'-81/2" � ,.: Exist. Second Floor I ' REFER TO ROOF PLAN A2.1 I -t ----- --------------------------------I ------------I - --------- i - ----------------- --- Sec nd Flo r S cond Floor 0 o Exist. e ' EL: 71 -2 5/8 ;:: t , , _ --- --- -------------------------1-------- ------------- -------- --- ----------------------------- --- EL: 71'-2 5J8" EL:71'-2 5/8" ; ' ' Exterior Elevations r ' 5 ,� ,c � I ' co °° I I ALUCOBOND CLADDING o o I I 07420.00 m - aTLA t o d n >kf �. slti � # -' _ First Floor Exist. First Floor ' --- ------ -------------------------I--------- -------------- ------------- --------------- EL: 60'-6" EL:60'-6"0 FEE . ----------------------------- --------------- ---------------L-4---------- ---------t�------------ - —E-— -- t Drawn by: SM/GG Job Number: 9803.00 I I i a L3 , l --i-------------I--- m - -- _ L I I I o I j,fa----�—AREAWAY . L7A I I t I I „_ „ Stage Level i I I ' l I --- -------- -�---- -------------a-----J REFERTOSTRUCTURAL Stage Levet d by: XXX Scale: 1/8 1- 0 g ----�- --------- - ---- ------oft --- t ; ' ' �— I r----------- — - l I I ; E I , _-_-__; _ L: 51'-10" Stage Level I ---- -- ------� ---- --r—i—L t------- --- ------' ------------------------- I---------------------- — I Checked ' I I I ------'--- -- ---- `- ------------ - ------- I-------- -------------------- - EL: 51'-10" -- ------ ------------------------- _ _ 1 . ,--------- ----------------�- ----- ------ I i Mech. Room Upper Level) I Plot Date: Feb. 19, 1999 Issue Date: Feb. 19, 1999 Brick Shelf Brick Shelf I Brick Shelf d EL:49'-10 5/8" EL: 51'-10 5/8" I EL: 53'-10 5/8" Enck Shelf �� d d t � ' , I ) I I I j I Brick Shelf EL: 55 10 5/8 , ti EL: 55'-10 5/8" _ Mech. Room (Lower Level) EL:43'-2 5/8" WEST ELEVATION -SEGMENT"C" 1 PARTIAL EAST ELEVATION- LIBRARY SEGMENT"C" 16 PARTIAL NORTH ELEVATION - SEGMENT"C" 173 . 3 7__ _ AA AA.5 AB AC AD AE AG - -717- -- i CONTINUOUS 1I I SNOW GUARD A4.1 I 017500.85 I I A4.1 I -- --- -- _-{C - 3 . 1 7 I 8 I I s c i A5.1 I I A5.1 i A5.1 I A5.1 I I A5.1 I I I i I I I I I j j j I j I I I i C Bottom of Deck Roof Peak _ _ ----- ----- -- -------- ------ --- -------------------- ---------- ------- ------ ---- ---------- -- --- ------- --- - --------- - - ----------- -------------- -- ------- - --------- ----------------- --- --- --- 1 - L. EL: 90'-6 5/8" i--- r 1 i 1 4fi * -�) l 2 - �. 1 1 07500.32 1 I it -_. - co � ' I I � I I I ----- - - - ---------------------- Al A2 A2 Al ----.______-------_.____._--------.___-___-------,-; Bottom of Deck ----- ----- I I--- 1 ------------ - --- - I --- ----- --------- --------- --- ---------- -- --------- -------------- -------- _- ---- -----`-- __ -- __ - c. -r------------------ ---I-------------' -- T---- - -- ----- -- t -- i D -- -------------- - i `, , CW3 E..::::. . GJ I E E. I i I _ G _.. . _...._ ,.::. .: :.._, _....... :. (behind'. E o o Bates ....... .., ry x ..... .. ........... r :� ,� column .. .. ...... :.. . ... .. . ...... r : _ I 0 00 � I I I I Salem , Massachusetts 0 New Second Floor EI_: 71'-2 5/8" i L1 L9 1 L1 CJ L1 I L1 L1 o I I I • E R U r w is � � � 7 NORTH WASHINGTOIvT STREET ih I i B I 3>: :►.:. .. CW6 ..s: CJ_9 D I BOSTON,MASSACHUSSETTS O 114 ILL If t ' I , i E! FAx 617-720=7873 III 1111 TEL 617-367-3970 FJTIT New First Floor I ® }' __ _ _ _ _- -- _ _.- I �. -- --- ----------------- -- -- -------- - ----------------- - --------- ------ - -- -- -- - ---- - ----------- ----- - ---- -- - =---� LOOSE LINTEL ----- ----- - - - --- - New First Floor EL: 58'-0" ------------ - t - ----- - ------ - - - - - EL. 5 - - - Arch tecture - .--- } 8'�-0" r Brick Shelf I I I • 1 i I 07500.331 1 1 ; ; ; I , 07500.33 07500.33 I ; _____ _______ __________; j I i I Master Planning 1 ; ; � 1 ' I �------------- --------- BLOCK TYPE 1 - 07500.951 i I 1A ENTRY RECESS { 07500.95 07500.95 g" 8'-0" i ; 8'�" i - p g Space Planning Brick Shelf , , , , ; _-------_ Brick Shelf Brick Shelf .Brick Shelf Interior Design EL: 57'-2 5/8" �' Brick Shelf EL:53'-2 5/8" EL:57-2 5/8" EL: 57'-2 5/8" BLOCK TYPE 2 EL:55'-10 5/8" ; Bride Shelf EL: 54'-6 5/8" SPECIAL BLOCK GELLER ASSOCIATES,INC, Landscape Architect RECESS ELEVATION 1 RECESS ELEVATION.2 p DEVELLIS ASSOCIATES Civil Engineer - SOUTH ELEVATION - SEGMENT"A" 1 ENTRY RECESS -SEGMENT "A" 1 A KEYNOTES ENGINEERS DESIGN GROUP Structural Engineer TMP CONSULTING ENGINEERS MEP Engineers A3 A2 Al A A Al A2 A A3 A4 A5 A6 A6.4 A7 A7 07410.01 A6 A5 A4 TAVARES DESIGN + i 0 0 F E Des ALUC B ND $m 1 I I I I I i PANEL i i i I I A4.1 I i i NEW CONSTRUCTION i EXISTING BUILDING I I I 4A 1 EDVANCE TECH DESIGN EXISTING BUILDING NEW CONSTRUCTION NOTE: I A4.1 � � � � Technology A3.1 PARTIAL ELEVATION MASONRY ; WALTER ROSENFELD i i I 10 I i I i CONTROL JOINTS I I 1 2 3 , 4 Specifications 1 A5.1 A5.1 A5.1 A5.1 1 A5.1 I I I I I . I I I I I I I. 1 1 I IIj , ------------ --- --�--------h_.. I I I I (Roof :leak) -- ----------' -----------1-------- '----------------- -------- ---------- ' -----------------.'----------- ----- Bottom of Deck ) ( -------- --------------' -- I I Bottom of Deck Bottom of Deck(Ro f PeakZ__• �_ �_ (Roof Plan Bottom of Deck Roof Peak _______� _____� __ ___ ____ _ __________ _____ ___ ---_-_---- __ - ------ -- ------------- Bottom 6 5/8 i ---- - r --- -- --- ------ --------- � � i' -,- -- - i-------- t- I r- t-- -j-- EL:90'-6 518„ " r- t- I I t 1 EL:90'-6 5/8" EL: 90'-6 5/8" I I i j 07410.01 1 I . i 07410.01 _ _ i { ---- -- T^ ALUCOBOND 1 I r. I I i ; �\ co ALUCOBOND i i PANEL I CJ 1 Bottom of Deck Bottom of Deck PANEL , - --------- ---------- EL. 83 10 5/8 EL. 83-10 5/8" eek Bottom of Deck -----i--------- - --- -- - - --'------------ ---- _ -- - - --------- -- _ ttom of D I � Bo EL:81'-10 5/8" I - 91cwIN .::., • �" , •: �::' ;: ,:: :; <: :;:::; :: ;;: 02060.01 02060.01 ��':;.; �...:<. ; . CJ t :_. .. CJ CJ CJ - _. _.. ._._ SALVAGED BRICK SALVAGED BRICK E; co N -:. 1 •.... -i;CW1 PLANNING.:,::!! 1 CW2 H H o , A ................. .... 4 .:., " " ti:..:.: JOINT 2 EXP.JOINT E - --- I [ fill T I i d r APPRC�►' i�D Second Floor-_,, -- ----- ------ -------- E EL: 71'-2 5/8" ------ i -------- FIT I 1 I L2 I Try if *..... .... ,. I I co .......... .............. ....._...:. N �. I D ti-..::.. ...:.:... .. x.,:, ....... J.. I v. /. 99C�j __. .... I t.... 1 ---- ----- Exist. First Floor Exist. First Floor ------ -------- New First Floor M, -- ------ - ------- --' --- ------ ------- --- ----- -__ ___ _- _- _ -- - New First Floor - �- - -- - --- --- �- ------------------- - ---- ------- -------- --- first • New F Floor EL:58'-0" CJ EL: 58'-0" I I I 1 - -----------------1 i ------------------ ri EL:58'-0.. Brick Shelf I Brick Shelf ' Brick Shelf \-C.I.P.CONCRETE RETAINING WALL i d REFER TO LANDSCAPE DRAWINGS d d EL: 5/8" ' EL: 57'-2 5/8 , EL: 53'-2 5/8 EL: 57'-2 5/8 I , I _ " " 2 WEST ELEVATION - SEGMENT"A" 3 SEGMENT A EAST ELEVATION i No. Description of Revisions Date I AG AF AE AD AC AB AA A6 A5 C1 1 NOTE: SPECIAL LOUVER PROVIDED UNDWNGS.AND SPEC.SECTION. DER HVAC i 3 i REFER TO HVAC FOR DETAILS. SIZE(1'-8"x 8'-8") i 3 I I A4.1 I I i A4.1 I I i i i � j 1 j 07410.01 i I I I. 5 11 ; 12 14 15 , 16 1 I I i I 1 ALUCOBOND i A5.1 i 1 A5.1 i A5.2 A5.2 I 1 A5.2 i PANEL i Bottom of Deck Roof Pea I I i 1 I I i I I __ -_--_ ______ Bottom of Deck Roof Peak) Bottom of Deck Roof Pea --------- ___________ __ __ _ _______ I 1 4 9 EL: 90-6 5/8 EL: 90'-6 5/8 co to I . . I � E sco 13 r .- I I Bottom of Deck New To of Msn L Bottom of Deck ----------- ------ --- ------------------- ------ - ------- a t�, - ►., , Top i ---- ----- -, r I I I EL: 83'-10 5/8" EL': 83'-10 518" T i Exist. To of Msn n EL:83'-10 518" I I I p --------- ----- ------------ . ' I T I r OND cws :. PANEL ALUCOB W i 1 i I j 07410.01 S N I I ` I 'f IA I 1 KEY PLAN: NEW CONSTRUCTION M W10 W10 • i I I NEW CANOPY Ti I i i Second Floor i r I I ' ----------- I------------------------------------ ----------- ------ Second Floor Second Floor - --- ---- ------------------- ------ Second Floor ----------- ----- -- - ----- EL: 71'-2 5/8" ----- ----- -� - 1 ; --------i---------------I----------------------------i---- i EL: 71'-2 5/8" EL: 71'-2 5/8" f i EL.71'-2 518" ,1 I 1 1 cw2o . SAWCUT DEMO cJ I h = . j I i 1 i �:� ./� EXIST CANOPY ' (BEHIND I - --- Exterior Elevations EXIST. MASONRY WING r i i -------------- ------ ----- Exist. First Floor EL. 60'--i6" Floor --------- ---------WALL TO REMAIN } I I I I L. " T ; y --T-------------- _ N New Frsi;Floor New First Floor New First Floor I I ------ ---- ----- --------------- ------- ----- ----- - ; ------------- - - --- ----- - -------------------------- -- --------------- ----------------------------------- --- -- ------ ----- 58'-0" EL 8 0 I EL: 58' 0" i EL: :5 - EL 58-4 i _ --------------- --- Exist. Landing Drawn by: SM/GG Job Number: 9803.00 ------- ---- -- II i ' I I I • I I I • ; I I i i Checked by: DC Scale: 1/8" 1 1 i i i i Plot Date: Feb. 19, 1999 Issue Date: Feb. 19, 1999 Brick Shelf 1 �: Brick Shelf � EL: 53'-2 5/8" ; EL: 57'-2 5/8" I I i _ '� �� PARTIAL WEST ELEVATION - STAIR IN SEGMENT "A" 4 ENTRY ELEVATION - SEGMENT "'B" 5 NORTH ELEVATION SEGMENTA 4 A I PLAN71N65 NOTES LEC�ENID SHRUB, PLANTING I. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH ON AND OF THE SITE, THE CONTRACTOR SHALL NOTIFY DI65AFE AND nates UTILITIES SHALL BE LOCATED AND MARKED. O ORNAMENTAL/ FLOWERING TREE 2. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTERS c h PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. EVERGREEN TREES 3. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE WORK LIMIT KINE ARCHITECT PRIOR TO CONSTRUCTION START, 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL r BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS. + SHADE TREE 5. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, Salem, Massachusetts UNLF-55 OTHERWISE NOTED. 6. THE LA'V05GAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS PLANT L 1ST IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS DRAWING. SYM. BOTANICAL NAME COMMON NAME QTY SIZE NOTES 7. ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. DECIDUOUS TREES 8. ALL PLANTS SHALL BEAR THE SAME RELA7 ON5HIP TO FINISH GRADE AR ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 8 4 -4 1/2" C BALLED AND BURLAPED (B&B) AS TO ORIGINAL GRADES BEFORE DIGGING. Earl R. Flansburgh + Associates, Inc. QP QUERCUS PALUSTRIS PIN OAK 9 4 -411/2"/2" C B&B Q. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. Architecture 77 North Washington Street ORNAMENTAL TREES 10. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY Master Planning Boston, Massachusetts 02114 CK CORNUS KOUSA CHINESE DOGWOOD 4 3"-3 1/2" C B&B DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS Space Planning Telephone 617-367-3970 ML MAGNOLIA X _OEBNERI 'MERRILL' DR. MERRILL MAGNOLIA 1 10'-12' B&B SPECIMEN THICKER THAN 1/4 INC. BARK MULCH SHALL BE APPLIED AT• A DEPTH MR MALUS RED JADE RED JADE CRABAPPLE 1 3 -3 1/2 " C B&B SPECIMEN OF 4". Interior Design Facsimile 671-720-7873 SC PRUNUS SARCENTII SARGENT CHERRY 3 1 3 1/2"-4" C I B&B 11. PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED MANURE PROPORTIONED 5 G.Y. TO I G.Y. OR EQUIVALENT. PEAT MOSS SITE PLANNING CONIFEROUS TREES WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. LANDSCAPE ARCHITECTURE PS PINUS STROBUS WHITE PINE 6 8' - 10' B&BET T ED PM PSEUDOTSUGA. MENZISEI DOUGLAS FIR E 10' - 12' B&B 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT LL R MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE. 77 NORTH WASHINGTON STREE ASSBOSTON, MA 02114 SHRUBS 13. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE AB AZALEA BLAP,UW'S PINK BLAAUW'S PINK AZALEA 10 18-24" B&B LANDSCAPE ARCHITECT, AT THE NURSERY, AND AT THE SITE. AZ AZALEA POUKHANENSIS KOREAN AZALEA 14 18-24" B&B 14. ALL AREAS OF THE 517E WHICH HAVE BEEN DISTURBED ANG") NOT ■■ DeVellis Associates JC JUNIPERUS CHINENSIS PLUMOSA ANDORRA JUNIPER 21 18-24" B&B OTHERWISE DEVELOPED DD WI SHALL BE LOAMED AND SEEDED A 10q Land Planning - Civil Engineering JT JUNIPERUS x MEDIA 'SEEGREEN' JUNIPER 'SEEGREEN' 48 5 GAL. B&B MINIMUM OF 6" DEPTH TOPSOIL. ■■ .� 2310 Washington Street IC ILEX CRENATA 'HELLERI' HELLER HOLLY 19 15"-18" B&B 15. SCREENED IMA&E5 SHOW EXISTING CONDITIONS. WHERE EXI STING Newton Lower Falls, MA 02162 MP PINUS MUCO MUGO PINE 25 15"--18" B&B CONDITIONS LIE UNDER OR ARE IMPINGED UPON BY PROPOSED (617) 964-2195 fax.(617) 630-9593 BUIL1;)IN65 AND\OR SITE ELEMENTS, THE EXI57IN& CONDITION WILL BE RO RHODODENDRON 'OLGA MEZITT' OLGA MEZITT RHODODENDRON 12 2 - 2 1/2' HT B&B REMOVED, ABANDONED AND\OR GAPPED OR DEMOLISHED AS SR SYRINGA VULGARIS COMMON LILAC 16 3 - 3 1/2' HT B&B MIXED COLORS REQUIRED. TG TAXUS CUSPIDATA 'GREENWAVE' GREENWAVE YEW 53 2 - 2 112' HT B&B PERENNIALS GROUNDCOVER PP PERENNIALS vIIXEE1 VARIETIES 100 2 GAL CHOICE BY LAND. ARCH. 1 3 P5 EC EUONYMUS FORTUNE COLORATUS WINTER CREEPER 8,000 6" POTS L-5 EVERGREEN TREE PLANTING RM ROSA MEIDILAND MEIDILAND ROSE 50 6" POTS 4 QP 5 RO Iq IG RAME O c rang, y/,y 323 9CLF 72 p° `thy X1,1- _,':: --._ , -_. x -_-__._.--•�,t`�„ f _ k I GK 10 JG '�1•f�_ r' B/TUM/NOU v0 qq C`Y G PAS CONCRETE-, o DEME cc 3 P5 91 I MR `~ \ 25 MP •,l'� ''` C',d , /� 1 �B/IrU �,--1V• _ i `. - _ � , _ _ -- ___ ���''`p�'\ .i' CV" PRO d ED -CON" - Co. NC L Pt D B'!'�` = y. RNO/NG— LOA r. 3t} r pU ` �E 10" nl�ii,� k ` 1r�i 1 R NAIVG G t I$�/RO /m mr _P Q)1p .�i► x 6"LF A tt`11 _ 4 _' / //m cr fl J+ o O UU \g� O b ¢��i/ nl�yO';� -C C7 4- "DL/ O GRAN/TE �,y v�0 >� 53• 3 SR 34n �' s �T;,n./ e �°`t !` 5776 i" �. , � � � � �,� .�,;,' � .r:�� � ALL PLANT 8'�DS f �3.r � ��� LAWN ;'AI A 3 If STONE c{ °i'» p i y . 7 caprc, f 1 "" `" °j �Le°'t'c TO RELIEVE 7_ �i �_C ". x L-9 DRIP STRIP °. BA �- SL dg I N w s664 OF PINE BARK N '�"�SS Orf: REV.# CHANGES DATE a i �G� �bNC. SLAB 53' k - om 6 SR 1 0.9 2 STp Y 81116, ' ceNc. sLA6 sO.ss BED LINE -- 1 jR4NlT 4DIAIG EL=50. DER DOCfr� (TYP.) v 5j 0 l a nu R-3a.35 a ON v'U/ 8_2•r N 0 6 x QP � ', ► , E t=38.0 57.1/ o co cp CONC. SLAB �L' S2' LAWN „ ' i ti �,J td ca EL- F/RE in 5E f (y�ING GRAN/ `� �^ 5Z �A aNG „ LE 5i¢32 NEW LOCATION x / / h h -51.09 F/RE HOSE 7B PULL BOX "� "i ,1G SE G (zH. :� P p (�D FOR PERENNIAL r / r� i �, CONNECTjON EL=56.2 y O,g,S �, ._ G OiVE o -ro JT „ - SV1 HS8 GARDEN - PROVIDE �' t �i'i g g El jCV. � — n �" ! •S ./ r _ • � / GR4 ;I q, csv GONG 6G ` n _ — �cA _•� 1 S SQ. 12" LOAM '' < * : ;T� 1 f v, m �qg. a p I ` �i,G • R 40 8 RETE / 5bDs� h / CH -- i -_ f r< NN - _ II B TUMINOU5 _ r ct \\ 6 9,9 SEE �n A _ 52 . f C* CT i .. + _ r,' i /r ' .e N , ✓0 - — ii A 1lEMENTr \ CO G, / l, vorE sa - ? 1. ` SOD slF� `3 1 BURIED / 36$�lfV S� „ N \ '4lam,• ` � S ? 5 N 1=,38.O(/A/-W) STORy I,`ti � - .o ,4 1(1N) ;. -36.8(OUT) 18 R OOp e= " ( � -_, _.-- C4�• OUT -- ----__:_-'---------- ---- oD py �NF E 'v, , `'� 4 s'h'CP It 4vPGLE "RCP �i'a2_-- --_ - =_- ___--- -- �_ ---- - STREET LINE FROM „u - -__ - __-_. ___-- ac�r" -_-- - - =L-- '-r-- _ — - - -__ .. - ---- -- ---ZrTr-'---_'___ �- �2 � C.C. ��42A \ p „ROp ��_�'=-=-..�.----- -- -------- --- -- -- __ - - - ------ --- ---- -- ----�.�--- Al , I WOOD E£1G/'VG OU 06 p - ----- _,y 11�` 'Paz— ;,: f T - .,j PLAY c + ��8L7/24 • � _ n rJ! LAWN �,. 71 Y 1p „ Cp STRG'CTURE '� A_, i r C -5- . l SL {y S ^ i7 &T,AN�S! $I GS6l., /V$� 2 J - _ \ ' - . R/Sff ; S/ R= _ _t 1=46. JID 1_7 TIS41A Tt R W \ / ERT)' 22 TG ,` 'SFT R c<.�. �i �,p`;•,,/ „ I AR I AR H L L6 AZ 3 SR �,� [� ` i/GC 14 TG �C I I JG ,000 EC 2O FF I ML 5 PM 3 AR V E N U L I QP /'GC �, ! s \ \ 0 " OPE —24 -- _ -- kr---- Al I „ 10 R 3 j 5 RO 2 6K QP G — _ — — — G — _ — G 10 AB G---—4R-- — — G— - -- — G 1 GKIV .9j R, / -1//N- /�¢6 :(rrt/ / 54s¢ !,¢ 2B1 !,¢�2 / ¢ BO DECIDUOUS TREE PLANTING 2 r o �53�i�v_�J ! ¢jsrlN_ r_•¢s tri-s,� 1 _�a 3 �` \ s �" - \ \ o ¢ss/ s 5'' r��40�1,1,n�� 1,45 "V L-5 ` c \ Q \ b /V, r=¢6 �N-sty 1 4¢,9 ?! _ a d r,4s 5(irv_ -9//V—u,�Jf -��oU i6T�'' \ \� 04/ NOTE. CONTRACTOR MAY USE PLASTIC ' P L AN N I N G B OAR C NOTE: TREES SHALL BEAR SAME RELATIONSHIP TREE GUYING GRAIN IF APPROVED BY L.A. � \ � j /� � ' O � '46 '• TO FINISHED GRADE AS IT BORE TO NURSERY G-CHANNEL (SEE BELO OR FIELD GRADE W) REINFORCED NEW RJBBER ED INSTALL THREE GUY5 PER TREE; AP P Rov - HOSE, BLACK, I/2" I.D., TYP. EQUALLY SPACED AROUND BALL 2 TYPICAL SHRUB PLANTING P ' L-5 DOUBLE STRAND \ / `BGG \ `-/• 'SME"— �N ATTACH GUY5 AT 2/3 HEIGHT OF TREE; 12 6A. WIRE TWI5TED \ USE DOUBLE STRAND GALVANIZED STEEL WIRE n ROOTBALL !, �' u ENCASE WIRE AROUND TREE IN REINFORCED HOSE, 0 SECURE WIRE ENDS WITH MALLEABLE GABLE CLAMPS TREE PIT a PLAN \ �F A5 ZJ \ a a D NOTE: SHRUB SHALL BEAR SAME RELATIONSHIP NOTE: TREE SHALL BEAR SAME RELAT':ON5HIP \ //0 ! SIS NORTH = PROVIDE GALVANIZED TURNBUCKLES;ONE PER WIRE TO FINISHED GRADE AS IT BORE TO NURSERY TO FINISHED GRADE A5 IT BORE TO NURSERY \ y a \ v 3" BARK MULCH IN SAUCER �' OR FIELD GRADE '` OR FIELD GRADE \ \\ SECURE TREE WRAPPING ABOVE FIRST BRANCH \ / PLANT SAUCER, 4" CONTINUOUS " <� A¢ PROVIDE II GAUGE G-CHANNEL FOR STAKING; o � NO SAUCER WHERE TREES OCCUR IN BEDS � 3 BARK MULCH IN SAUCER � � �-o �CO/VC. 3 PER TREE. DRILL TO ACCEPT GUY ARE WARNING FLAG 18" ABOVE FIN15H GRADE e oo� _ _ PLANT SAUCER, 4" CONTINUOUS PRIME AND PAINT BLACK. C5' ' =IIII= NO SAUCER WHERE SHRUBS OCCUR IN BEDS z FINISH GRADE IIII= FIN15H GRADE o WRAP TRUNK WITH TREE WRAP 5, JGON P4. SE 43 _ — — SET ANGLE OF GUYS TO ENTER GROUND AT LIMIT — — "'• � 3" BARK MULCH IN SAUCER n IIII= III=II = GUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OF BRANCH SPREAD - = PLANT SAUCER,4" CONTINUOUS \ n =4111= =IIII ,-� Planting - PLANTING 501L MIX. BACKFILL IN L005E LIFTS OF Z. g Q N — = METAL GROUND ANCHORS 6"-8" DEPTH. SETTLE WITH THOROUGH WATER 5OAKIN6 _ — FINISH GRADE 5 12"11T= III — GUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IIII= _ _ _ _ — \ Plan •.•_•.•�I I.I I OUT $ REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL �� IN. — PLANTING 501L MIX: BACKFILL IN L005E LIFTS OF 1N IIII�III= — MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT II11-- n —IIII= PLANTING SOIL MIX: BACKFILL IN L005E LIFTS OF 6 -8 DEPTH. SETTLE WITH THOROUGH WATER SOAKING BALL AT REQUIRED ELEVATION = _ y m <' " :;'a I I 6"-8" DEPTH. SETTLE WITH THOROUGH WATERING \ 4 .0 12 ° GAP 4/ MOUND OF 501L IN CENTER OF PLANT PIT TO SUPPORT D BALL AT REQUIRED ELEVATION 11IN. II IIIII= = MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT -' — BALL AT REQUIRED ELEVATION Drawn By: DMM Date: EVERGREEN TREE PLANTING TYPICAL SHRUB PLANTING DECIDUOUS TREE PLANTING AND STAKING Checked Byl f5fi Job Number; g8o-r8.00 SCALE: N.T.S. PL-TREEV ��2 PL-SHR N.T.S. SCALE. SCALE: N.T.S. File NurlberW-7a-ALL Scale: 1"=40' 0 n v J 0 v ti D n n NOTES: NOTES: B 24" DIA. 1. ALL SECTIONS SHALL BE DESIGNED FOR 1. ALL SECTIONS SHALL BE DESIGNED FOR DIMENSIONAL TABLE I NOTES: ACCESS HS-20 LOADING. HS-20 LOADING. UTILITY PIPEDIA.-� N '; e 2. COPOLYMER MANHOLE STEPS SHALL BE 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH I B I rBACK FACE DIAE - - - - - - / A 6 C D E F INSTALLED AT 12" O.C. FOR THE FULL 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. --- 24" 3'-6" 5'-4" 2'-11 5'-3" 3' 10" 1'-6" 48" DIA. MANHOLE i DEPTH OF THE STRUCTURE. MORTAR ALL PIPE CONNECTIONS. ;i =='=r� I. EXISTING CONDITIONS 5URVEY INFORMATION PREPARED BY WELCH f I' 30" 4'-0" 5'-3" 4'-3" 5'-10" 4'-0" 1'-6° ASSOCIATES, INC. OF WE5T BRID(aEWATER , MA AND DATED APRILI5, lag6. Bates 3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 3. JOINT SEALANT BETWEEN PRECAST SECTIONS :, , , i ALTERNATE TOP SLAB 1' MAX. CLEARANCE TO OUTSIDE OF PIPE. SHALL BE PREFORMED BUTYL RUBBER. + ° 36" 4'-6" 5'-11" 5'-0" 6'-4" 4'-3" 1'-8" (STEEL REINFORCED FOR HS-20 LOADING) MORTAR ALL PIPE CONNECTIONS. l ° 4. CATCH BASIN FRAME SHALL BE SET d i. 42" 5'-0" 6'-6" 5'-9" 6'-11"" 4'-6" 1'-10" 24" SQUARE , I•i 2 PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH 4. JOINT SEALANT BETWEEN PRECAST SECTIONS `. IN FULL MORTAR BED. a. , FINISH SHALL BE PREFORMED BUTYL RUBBER. � I OPENING TYP ,•, i ADJUST TO GRADE WITH CLAY BRICK AND ° • _ MORTAR (2 BRICK COURSES MINIMUM P 45 ( a. , 48" 5'-6" 7'-2" 6'-6" T-5" 4'-9" 2'-0" ON AND OFF THE SITE, THE CONTRACTOR SHALL NOTIFY DIG5AFE AND Sch k_F GRADE g" 24" DIA. 8" 5. DRAIN MANHOLE FRAME SHALL BE SET I 48" DIA. CATCH BASIN , I 5 BRICK COURSES MAXIMUM) ,• E , 60" 6'-6" 8'-5" 8'-0" 8'-6" 5'-3" 2'-4" BE PROVIDED WITH A D1G5AFE NUMBER INDICATING THAT ALL EXISTING ACCESS IN FULL MORTAR BED, ADJUST TO GRADE WITH CLAY BRICK AND - 1 ' UTILITIES HAVE BEEN LOCATED AND MARKED. SEE MORTAR (2 BRICK COURSES MINIMUM ALTERNATE TOP SLAB B 72" 7'-6" 9'-9" 9'-6" 9'-7" 5'-9" 2'-8" :-:'+ ?; (STEEL REINFORCED FOR HS-20 LOADING) a a� NOTE 5. 5 BRICK COURSES MAXIMUM) FINISH GRADE::� FRONT 1. CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI TYPE p CEMENT. a. CONTRACTOR TO ADJUST UTILITY ELEMENT MEANT TO BE FLUSH WITH Z Fw- .; SQUARE T GRADE (GLEAN-OUTS, UTILITY MANHOLES, CATCH BASINS, INLETS, ETC) E o z< SEE NOTE 4 �/ P PLAN THAT 15 AFFEGTED BY SITE WORK: OR GRADE: GHANGES, WHETHER W N W ° Ow ap STEPS, SEE • •`, SPECIFICALLY NOTED ON PLANS OR NOT. Salem, Massachusetts wZ w� NOTE 2. Z I-oz B F O w OO <a� ' 1" CHAMFER 4. ALL CONSTRUCTION TO BE DONE N ACCORDANCE WITH TOWN OF SALEM O Z w w m w SURFACE OF STONE PROTECTION 12 DEPARTMENT OF PUBLIC WORKS STANDARDS. vaJ a AT FACE OF HEADWALL F n p p Z a a z 48" DIA. 1?"CLEAR W o a 48" DIA. MANHOLE U OU ,o 00 SEE NOTE 3 ' a • 12" 1" CHAMFER 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN ° ° ° (2)#4 BAPS AY Y AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE w <. SEE NOTE 4. HOOD OUTLET va.., --- - -- -- APPROXIMATE W ONL a OUTLET ° .Q 11Ai - - a-- ° . ° ' OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE o �- -------- ° • � IN THE EXACT DIA. �: i n N1. _< LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND A6REE5 T a VARIES aa' BARS w00 W , i DIA. PIPE PIPE DIA. 1?.vy -d (2)#4 ,y`/ Y D'AM L)0 ---- - �� e. INVERT ---- - VARIES acv q �, a _, d o AN AND ALL AGES WHICH MIGHT BE Earl R. Flansbur h + Associates, Inc. TO BE FULLY RESPONSIBLE FOR p P: DIA. i,, ¢ ____ �.\^ �� 1?"CLEAR a ILURE TO EXACTLY LOCATE AND PRESERVE b o� e --- VARIES _ _ _ ANY AND ALL UNDERGROUND UTILITIES. OCCASIONED BY THE CONTRACTOR 5 FA F ae• �' BARS 0 12"O.C. q: . ---- ° NON-SHRINK a ------ -- Architecture 77 North Washington Street O vwi 12 i t i�x www h ?: . GROUT , G c . 4 .. EACH WAY a. >m T P NON-SHRINK ° e• •a•, o EACH WAY 6• WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, Y Master Planning Boston, Massachusetts 02114 ' GROUT ? 12" COMPACTED a °a • .Q . N THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY g =o w � GRAVEL e a 12" 12" 12' a N DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION Space PlanningTelephone 617-367-3970 o..a:. C h° Oo`-D ,00 ?yAo° D.(�.0...��v 1-W 1- P P o ° ° °o �.o �a. 8, Qo ° .. J� o FURNISHED TO THE EN61NEER FOR RE50LUTION Oi'F THE CONFLICT. O"O . .. .'.d:"o ° :•:,.< :p' ...e.:o: g -O'Pp: f9... ea,S1 °Q? �.. O '.Q'tla;Oq o p ((]] ,,,,nn . b .ay. O '''e A " O o... ,Q n error Design Facsimile 671-720-7873 -'e..d '^R'.V �...:' o..,,•+' O'A .O'�0 .�.o.. ° .�, '.:.�: o �.. ° 1 t O, p� Ov�'�..:. O.c�. O Z R, e Q.4.. e Z w w COMPACTED °::'. C oo,,O 8,£?o.... O t1.$as . .:$ C5 d 6. •.o.o. p o. ':O o .:O o" o a.>..,n o 12" COMPACITED o 0 0 0' o 0 0., w 12 b..o. b.. v.4 a °p_:..'.. °orb.:.,:.$. p., 00 a .P., s.: P.O':. O':'a OO'.°' a e. p ..e b a SUBGRADE 0 Vie'a a: �P .O. to OO' � 3 `:CX1; o Qo,.O., Q.a :, _ °OCQ:``6.C3� 01� .0. ¢. ., GRAVEL ..o..OQ d::© .. $.o..:p o � O .. CQeEa � O..o. .pOo, M n ((]] {O� Q oo QQ TYP. ° �>.�oa$s�:'. a..,. c� �:°� W..,-°, �._<:;� � o,:.CT r�.0 .� � ^C$ OO.O,:, O.b.Aa'Q.O,. �O.�.QQa.,O:o :;C3;'OESO Oo.A'(�b,. °C�..pQ,a �. r. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL SHELF TO BE FORMED CEMENT CONCRETE INVERT ? �/ 4% AT A SLOPE OF 1" PER EXISTING DRAINAGE STRUCTURES AS NECESSARY' FOR CHANGES IN GRADE, AND FOOT (FOR PIPE SIZES 12" COMPACTED a o �°a4� ° off: op s °.' 8" ro ' RESET ALL WATER AND DRAINAGE FRAMES, GRAtTES AND BOXES TO THE PROPOSED SITE PLANNING 18 INCHES AND LARGER) GRAVEL O �° opQ�oO °p-,O,g �C6 O Q Q:. o R -#►B COMPACTED FINISH SURFACE GRADE. LANDSCAPE ARCHITECTURE SUBGRADE /v �`� T/' \ \ \ FRONT ELEVATION SUBGRADE SECTION A-A SECTION B-B b. THE GONTRAGTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND GER` ADJUSTMENT OF GA5, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES `7r7 NORTH WASHINGTON STREE DRAIN MANHOLE (DMH) CATCH BASIN (CB) HEADWALL WITH WING WALLS (HW) Assocra es BOSTON, MA 02114 2 3 BY THE UTILITY COMPANIES. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �I. ALL SEWER P PES SHALL BE PVC PER ASTM D3034, SDR-35 AND A5TM ID1754 WITH RUBBER GASKET JO I NTS 10. SITE LIGHTING IS SHOWN ON THIS PLAN FOR COORDINATION PURPOSES ONLY � ■■ DeVellis Associates L�G�ND � Land Planning * Civil Engineering REFER TO ELECTRICAL PLANS FOR EXACT TYPE AND LOCATION ■■ .� 2310 Washington Street GB PROPOSED CATCH BASIN I i. REFER TO ELECTRICAL PLANS FOR SECTIONS AMD DETAILS OF THE UTILITY Newton Lower Falls, MA 02162 DUCT BANK �� " (617) 964-2195 fox.(617) 630-9593 * DMH PROPOSED DRAIN MANHOLE HP HIGH POINT 12. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK: D)5TURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORE D BY THE CONTRACTOR TO THEIR <_ <_ DIRECTION OF SURFACE FLOW ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. WORK LIMIT 12" D PROPOSED STORM DRAINAGE LINE 13. THESE PLANS ARE BASED ON THE SURVEYS NOTED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ■ AD AREA DRAIN 14. REFER TO ARCHITECTURAL PLANS FOR PROP05E:D LOCATION OF RD_ ROOF DRAIN UTILITY SERVIGE STUBS AT BUILDING. Q WG WATER GATE Iii. THE LOCATION, SIZE, DEPTH, AND 5PEGIFIGATION5 FOR CONSTRUCTION OF PROPOSED PRIVATE UTI L 17Y SERV I GES SHALL BE INSTALLED 0 GO CLEANOUT ACCORDING TO THE REOUIREMENT5 PROVIDED BY, AND APPROVED BY, THE RECEPTIVE UTILITY COMPANY (GAS,TELEfFHONE AND ELECTRICAL). O HAYBALE FINAL DESIGN AND LOCATIONS AT THE BUILDING WILL BE PROVIDED %f BY THE ARCHITECT. THE GONTRA,GTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY CONNECTIONS WITH THE RESPEGT'IVE UTILITY COMPANIES , 9 %'` PRIOR TO .ANY UTILITY CONSTRUCTION. 2J��2 RIM =QED GB #3 b" PERFORATED PVC INV = 46.41 IN IN AREAWAY 16. ALL GEMENT LINED DUCTILE IRON JOINTS AT FITTINGS, (GLASS 52), VALVES, _ .. INV = 46.41 OUT _ INV = 54.8 our AND HYDRANT LATERALS SHALL BE MECHANICAL JOINT WITH NEOPRENE CONNECT To GASKETS. JOINTS AT OTHER LOCATIONS SHALL E3E PUSH-ON TYPE EXISTING PIPE WITH NEOPRENE OR SYNTHETIC RUBBER GA5K:ETS. ALL WATER GATES - , 4" PERFORATED r " > SHALL OPEN AS PER CITY REQUIREMENTS. ALL WIATER LINES SHALL { PVC ��p,�e,IN PLUG INLET FLOW `'' 0�qui G CONNECT T ' h ;'i/C?� ,.yam. 6� FROM ABANDONED GB HAVE A MINIMUM OF 5.0 FEET OF GROUND COVER AND A MINIMUM OF PAVED ti Oq "zn/r'- _LE17G+ SWALE 0� PROPOSED DMH #1 PROPOSED GB #1 ` 1 e` ',1+�'``,.� `',, O�jO�L)I> MAINTAIN EXI5TING DMH EXISTING GB �� Wim. RIM = 5-7.4 °. RIM = 56.4 ,` +_ �' !O NEW INV = 45.0 o 10 FOOT SEPARATION FROM THE SEWER SYSTEM. c_= INV = 51.65 INV = 52.50 (OUT) VON T G5 THE WATER LINE SHALL BE ENCASED IN =s ;. RESET..L3lL1--- A WA 6 OF CONCRETE FOR A DISTANCE OF 10 IN EITHERSIDE OF THE GROSSING. 8"BELOW GRADE . ,•. `:" ---- _ _._ -. -w'1'Y'�l.L- T TER DUMPS SEE PROPOSED GB 4 �4`r RIM = 58.8 CO S j _ �,, s 0 S L- I'i. PROTECT AND MAINTAIN EXISTING ON-SITE DRAIINAGE STRUCTURES, PIPES AND INV = 52.8 ; _ -- �\ �S fr�r �8 �� ��F / 4�.U(M/_ SITE UTILITIES UNLESS OTHERWISE NOTED. 12" RCP J „� � vY{v -- _ _ �• TOUT' r 7 `t � --�3,q ;"-�'-- $ '- �� PROPOSED DMH #2 18. REFER TO ELECTRICAL DRAWINGS FOR HANDLINcG OF THE EXISTING ON-SITE ELECTRIC i > III R = 3 1.0 PROPOSED DMH 3 / _ . �'_ .:__. - 7- r l ��. 150,C ` - 'G ' rl��„�/rG?! h c2�'� RIM - 56.6 ' ` C /% 12"RGP -----+Wv_ �. j i ' a �G O � i INV. = 33.2 (IN) INV = 52.0 (054) t �/ �f I `�.'91RI,�IIVOUS G0/�!C -� b - _- '`` 16'� yd' INV. = 28.0 (OUT) INV = 51.6 + (EXIST) 1 t 1 i/- t T " } fr /r"-_� f _ ( 4. ti ! 6 _ �� _ 5 0, 6I's, Dt p D 00~fi //'r /l/x ,t -� - `` Q C�YiC CLEC / I PROPOSED HEADWALL AND STONE 12" RCP `�. � EXISTING GB n ` 6. , 1, , .fi.7 LJ •'` , _ J/ r / 1/ii,fr,/%/ns��� r _ `t. - ,�' ` / 11/ PtJ O ;` `,,\ IO p0 F A' 3 GLF ENERGY D1551PATOR REPLACE GRATE COVER i 70y` _ W/DMH COVER `�'' '`` x INV. 20.0 RIM = 5-1.2 _ Df Off( 1 � / j INV = 51.00(DMH I) � E TIE fa" PVC INTO �, INV = 52.00 (GB 2) \ ;, ;'� EXISTING 12" RCP t ;5A TE mss `� I � , ;A', ~--____ REV.# CHANGES DATE INV = 54.20 (RD) " ' „ REMOVE CATCHBASINS f , �, ` - � �`, f t ;' b" PERFORATED PVG S � �' INV = 49.1 (EXIST) _ SCHOOL " `', x INV = 54.00 (AD) „ i '' IN AIREAAA r --- PROPOSED AREA DRAIN ° ! INV = 51.00 FIRE SERVICE ♦ ", �' I t =fig•�� I �`- X -- --- r 1 X RIM = 5'7.5 5 ` FRD DOMESTIC SERVICE to I ;I 1 1`38Uv1 i INV = 54 j ` f PROPOSED 4" WATER ,'t p 514 32' H FIROP05ED GB #2 4 r J / ' ' ,j"o s '• a ,t . 1'FD� RIM - 5"1.5 / � r y 1.7' 4r INV =52.5 OUT i \ + e_ :1 J / :' f ! i tI ILO Z r, T \ \ 'l 46 ` �'a INV =54.5 RD ` rr t j �' N q i / / // ` / Df S yi+ I - \ \ 8" D �,�5�1 I .-_d?t`r'•" ;r` 'r".` r y T--.,-.-.�� _ a �J, {, ,`�_ _ i Y, SFr F--- 9--__..•� t, r .,IE ! Gid 6 -G S ^'"'"-_'.«_ •.� �. --, �: ( - - fir- _ _�-= �� R� I, _ _ � ,a R-4�,8. IFI glTuyl 'ous �orr�, � .� 9,g1 •,'�' �'� i1' ✓R�,h _*1r- 'AIvHULE i=36.8(IN_-S) pA.vEMSIVT PROPOSED GB #3 " % �.- . i=90 N !'=l�i,0,"/J 2¢ �' i 'e, n �s�tJ •., o �ff/ , �,-- �.,�•,.��I �`� �S'� 't';, 4 A�f�R i 1_ 18"RCP _ -»» _-__" \ \,`.''' l ~'•-. � -H' c/�S RIM = 50.60 9 ,T, " _ .z .a ! 1�/1 � E,� 3E.f�(�OUI) u C, �'y I � 'P "<Y ` - - INV =45.9 +(EXIST) a` '=® =o. 4 _ _ _ _ i0_»-»= { `� FL fi `._ .• a° Gc 1= 5 I _.L_ _ - ._='z 1 FROM �; IIb , -_ �.�• Q'�c>p � �cn Iy _ � _ pK-_�.. �- y_nl�I_---- 1--,�>a 1 .�,REt. C�-50-42A ��� � k JI -- 12"PC'P 4 -H rsxwmaew+eaar f. _ _ JOD cYh r, i2 _..:_- ----= ------------- -�-- ---- --� --- -==^C_==tet G fr'-¢S �� r�� d .1 AY AREA `r: #1080124 _ °�'Pca Y �__., � � d!Y/S> _ _ zxz O{g j c)� 1 r9 d _ .. �; II C) /...:...--, f`h _s� _-'�•A 7�- t ' 6'�',y - tr_ .1 ___-« -___.__ H(,y ` �__-_` � ____- �-� ...>, z r, 22 _qz - r r 2 f - 9 C /G -' --.. .-._._. v.. _-- - -.•-s.r ._._._ ._.__-_-_._CA- _-- _ __. ___._.._- - _-..._.--_...-__,_.-_ -. - __.V_ __ _ -d-tee....-..--__....... i� f t{ - i.71,r (�° ,}',� L'ffl�_%K� �>� \ 1 � / \ Z r✓ �. f ! '1 �fi/` 3 .- -''` -;T 'a �/ l J';�Q 1 fj'� J r .L,�?0 ! # �' -"_WV ' R_ _ . ES. ,U B', r1AL , / � 8� �E GRATE WITH 4, �_._ � � IN, g. i t/� 7 f'!5 Rrt1 d5 PERFORATED �o / \ y K - ._-�--_, ��-__,_____._ _.-�_--- _�.______ yy �_ .- _ __._� {i1HFfE�E3VER-_.RESET -P�TG PEt71METER'DRAIN_ ~ „ _ _ EXISTING ROOF LEADER - ' -, 1 L� •3 - PR0Po5F�D e �----11�IF11-q'o I2° B>=Low � -8 V = -s t ----- CONNECT TO EXIST. DMH. Q• LS`�`9 t \ 1 a -------- ----- S ---___ - =____ -__-- _ _ _ WATER MAIN 1 ! REPLACE WITH 6"RD h.3�tittISHED GRADE hyy 41 / \ INVERT TO BE SET 6" MIN O { :RTY HILL AVENUE ABOVE OUTLET INERT - \, \ i o REMOVE GB y� SEE NOTE #Ib IF PIPE IS SMALLER USE EXISTING GEfr_; V / THAN b" \� 1 t, ~`RESET RiM i . PROP nu ._ "OC^J SEE #15 USE EXISTING GB FINISHED GRADE i SANT ARY LINE t /( �yc5�� 1 ! RD INTO MAINTAIN EXIST.JpMH CONNECT TO EX. rTIE 6" 6 G __ _ G -_�-� __ G -- --- -- ---- G G - G-___ ,_-- --- --- __ - __..� \ \ Q EXi5Tt, T WER I TO GO GTOR TO __-_-- I R---. �-`"-�•�.__; USE EXISTING GB`' -J� �`�' \ • I , f9 78 r.---._,_ EXI T _4T',�G VER! INVERT RESET RIM f°tr*�9 t � tRAl��t t 4 3 /7i_• SO `�. _ a`7 /�- f� 5 S s�5 , L ?3 FINISHED GRADE: f�/� 1 ( tl±l. 4S 7 8j lc- ) 60 EXISTING HYDRANT BASE L/I ;,. � 6�/ni J•,� 0� "--... (�� s2�j�f / 4.5--ffl -1 j th TO BE RAISED TO �` ;� \ .'' �f�` s I/ ` \ TOWN STANDARDS r,.- /-� /V 1--46,�,�) ;-4. s{✓r�`_s yi r� 4(If� \ o ` C /.: J, ' ©vT,, I �S �ov��J ---___ UT �T� \ ?�,��� \ \ 1 PLANNING BOARD \ 0 ; ;W X46 -� I APPROVED SITE P LAN �OX �yy//� 1 1 �,�� a` t� \ -'mac /�� w 1 1 SURFACE c j/ TREATMENT NORTH/ // /�� (VARIES) \j !, > � > COMPACTED GRAVEL BORROW UNDER \ �, F � G'� \ s 1 0 COQ \\ �� � . `rte-_\E'UCTUE,E � •/ �i Z c� � PAVEMENT COMPACTED U ' Q EXCAVATED (NATIVE) FINISH ° MATERIAL UNDER �� " �^ GRADE i 8" 30" DIA. I $" O < NON-PAVED AREAS NOTE 5 1. ALL SECTIONS SHALL BE DESIGNED FOR R S Cam 7 I / � HS-20 LOADING. ,\ 4- S'Y 7 � �e HAND TAMPED Z I! 2. COPOLYMER MANHOLE STEPS SHALL BE Jl / f • P • • 12" BACKFILL vF INSTALLED AT 12" O.C. FOR THE FULL Site Utility v H J v DEPTH OF THE STRUCTURE. \/ Z Q z N FLEXIBLE WATERTIGHT �` ° HAND TAMPED STEPS, SEE TOP SLAB GASKET OR SLEEVE 3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH ° D BEDDING wo NOTE 2 SEE NOTE 4 1" MAX. CLEARANCE TO OUTSIDE OF PIPE. � �� Plan D 2 w Q `' RISER VARIES (TYP.) MORTAR ALL PIPE CONNECTIONS. /\ (HAUNCHING) m SEALED CAP FINISH GRADE SECTION w z 4. JOINT SEALANT BETWEEN PRECAST SECTIONS •.• _---`' OPG HOUSE I(/ COMPACTED INWp, rpy,�q iv 07 � 1 ' ° '. � �° OPENING SHALL BE PREFORMED BUTYL RUBBER. BEDDING .° i `': .,,'-• - VARIES kii SHELF TO BE FORMED --47 �,v FLEXIBLE WATERTIGHT AT A SLOPE OF 5. SEWER MANHOLE FRAME AND COVER ,y (VARIES) a. A GASKET OR SLEEVE 6.. DIA. 1" PER FOOT SHALL BE SET IN FULL MORTAR BED. + MEMO, ��� w , -�- ADJUST TO GRADE WITH CLAY BRICK AND L > MORTAR (2 BRICK COURSES TYPICALLY, j w ----- 5 BRICK COURSES MAXIMUM) Drawn By: DMM Date; x/15/qui 011 k\-FIRM SUBGRADE snwcuT SPRING r :M. �" >- 6" SEWER LINE +'�r,� r CEMENT CONCRETE >Z LINE PROPOSED . y,{ r �iF a x FILL 6. BASE SECTION SHALL HAVE AN INSIDE 7 3'- 0" MIN. 12 a3✓ rz «m. �? je MANUFACTURER ERIFTo BE CONSTAIED BY THE NTWITH -r CL¢ GEOMETRICS AND SIZES. Checked By: FEF Job Number; 4180 18.00 n o z_ 45' PVC (SDR35) BEND TYP 12" COMPACTS 7 ----- ---- ------------ ° o +e a GRAVEL a 45' WYE PVC p°s°i�a• 0.0 O 8 � o ° � ''B°� 8 0' o EXISTING File Number:807a-ALL Scale; I "=40' i *MINIMUN COVER REQUIREMENTS: r!1 SEWER uNE WATER AS REQUIRED BY DPW QPO Qoe o �; a® QAoc ;. �oQQ A PIPE TO MANHOLE o o P C)'° Oi - e tleCONNECTION TO BE TO SEWER FROM BLDG. :Qb oP n.3A 0, .( p? tla4 OPvOrB�, $•., SEALED W/BRICK & COMPACTED ' NOTE: ENTIRE PIPE LENGTH MUST BE FIRMLY SUPPORTED. FA T �§A 4 SECTION A-A NON-SHRINK MORTAR OR SUBGRADE 8" REINFORCED CONCRETE MONOLITHIC POUR WITH 7 6" PVC (SDR35), 1� MIN. SLOPE A SLAB (CAST-IN-PLACE. WITH FORMED INVERT 41 No. 4 REINF. BARS AT 12" O.C., EACH WAY, TOP & BOTTOM) , UTILITY TRENCH SEWER SERVICE CLEANOUT DROP OVER MANHOLE L - 4 4 5 6 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ) SITE fi;;�EMOVAL NOTES ':51GN SGHrDULE LAYOUT AND TATER AL NOT"5 I. BASE PLAN OF EXISTING CONDITIONS USED FOR TH15 PLAN WAS PREPARED BY HANDCOCK SURVEY cl. THE CONTRACTOR 15 RESPONSIBLE FOR ALL ITEMS DESIGNATED TO BE SALVAGED AND STOCKPILED. C7IGN # COPY # REO D• 1 EXISTING CONDITIONS PLAN OF LAPID IN SALEM, M'ASSAGHUSETTS, B ca t ASSOCIATES, INC. OF DANVERS, MA AND DATED AUGUST 27, I�iaB. THE CONTRACTOR 15 RE5PON515LE DAMAGE TO THESE ITEMS SHALL BE THE RESPONSIBILITY OF CONTRACTOR. ITEMS SHALL BE STOCKPILED PREPARED BY HANDGOGK SURVEY ASSOCIATES OF DANVERS, le s FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IN A NEAT AND ORDERLY MANNER, OFF-517E AT A LOCATION DESIGNATED BY THE OWNER. MASSACHUSETTS, DATED AUGUST 27, Ic{a8. NO ITEMS SHALL BEAR DIRECTLY ON THE GROUND. I BUSES ONLY 4 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTAINANGE, RELOCATION AND PRI NG I PAL REMOVAL 2. PRIOR TO THE START OF ANY EXG4VATION FOR THE PROJECT i; 2 I REMOVAL UPON PROJECT COMPLETION. CONTRACTOR IS TO PROVIDE NEN FENCING WHEN REQUIRED 10. ALL ITEMS TO BE REMOVED THAT ARE NOT STOC:KPILEI7 FOR LATER REUSE ON THE PROJECT BOTH ON AND OFF SITE, THE CONTRACTOR SHALL NOTIFY Sch V-,.r I PER DETAIL I/L-2. OR DELIVERED TO THE OWNER SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR. 3 DO NOT ENTER 2 DIGSAFE AND BE PROVIDED WITH ,4 DIGSAFE NUMBER INDICATING 4 STOP SIGN 2 THAT ALL EXISTING UTILI'"IES HAVE BEEN LOCATED AND MARKED 3. WITHIN THE LIMIT OF WORK LINE AS NOTED ON THE LAYOUT AND MATERIALS PLAN, II. THE LOCATIONS OF UNDERGROUND UTILITIES SHOV'VN ON THIS PLAN ARE DIAGRAMMATIC ONLY. 3. ALL DIMENSIONS ARE TAKEN TO FACE OF BUILDING EXCEPT WHERE D REMOVE AND DISCARALL CONCRETE PAVEMENT, BITUMINOUS CONCRETE PAVEMENT, BRICK THE CONTRACTOR SHALL GONTAGT DIGSAFE ANL7 THE PROPER LOCAL AUTHORITIES OR RESPECTIVE 5 HANDICAP PARKING 3 OTHERWISE NOTED. SEE GE-1 FOR BUILDING AND ROAD LAYOUT PAVEMENT, TOP SOIL, MULCH, TRASH, DEAD TREES AND STUMPS, SHRUBBERY, CHAIN LINK UTILITY COMPANIES TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 6 HANDICAP VAN PARKING I FENCE POSTS, RAILS, FABRIC, GATES, FOOTINGS AND ALL APPURTENANCES, BOLLARDS, WORK. ANY DAMAGE DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES 4. FOR LAYOUT AND DIMENSIONING OF BUILDINGS, SEE ARCHITECTURAL P0575, CONCRETE FOOTINGS AND FOUNDATIONS, WALLS AND CURBS UNLESS OTHERWISE NOTED. SHALL BE BORNE BY THE CONTRACTOR. a NO RIGHT HAND TURN I DRAWINGS. Salem, Massachusetts 8 BUS DROP OFF 2 4. THE OWNER'S REPRESENTATIVE SHALL BE CONSULTED AND WILL REVIEW THE WORK ON 51 TE 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GDORD I NATI NG HIS DEMOLITION EFFORTS WITH ALL IL WITH THE CONTRACTOR BEFORE ANY WORK SHALL COMMENCE. TRADES. 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY 13. THE CONTRACTOR SHALL MAINTAIN OR ADJUST 70 NEW FINISH GRADE AS NECESSARY. ALL UTILITY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE OWNE:R'5 REPRESENTATIVE AND 517E STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND PRIOR TO STARTING WORK. HOLES, WATER AND GAS 6ATE5, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND 51TE SYSTEMS UNLE55 OTHERWISE NOTED OR DIRECTED BY THE OWNER'S REPRESENTATIVE. LEGEND 6. CONTRACTOR 15 RFSPON51BLE FOR PROVIDING NEW EROSION CONTROL !WHEN REQUIRED PER 14. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE Earl R. Flansburgh + Associates, Inc. DETAIL 2/L-2. RESPECTIVE UTILITY COMPANY. ALIGN i l ALIGN ELEMENT Architecture 7. THE CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS TO REMAIN 15. NEATLY 5AW GUT ALL PAVEMENT NOTED TO REMAIN WITHIN THE LIMITS OF WORK LINE WHERE NEW B North Washington Street i MPROVEMENTS WILL ABUT THEM. Master Planning Boston, Mass sacdhusetts 021:14 THAT ARE DUE TO CONTRACTOR OPERATIONS AND WHICH ARE INSIDE OR OUTSIDE THE LIMIT PRECAST CONCRETE CURS S Planning Tele ace OF WORK. P g hone 617-367-3970 P 16. CONSTRUCTION ACCESS SHALL BE COORDINATED WITH THE CITY OF SALEM. THE: CONTRACTOR Interior Design Facsimile 671-720-7873 5. SCREENED IMAGES SHOW EXI5TING CONDITIONS. WHERE EXISTING CONDITIONS LIE UNDER OR SHALL INSTALL TEMPORARY G.L. CONSTRUCTION FENCING, AS DETAILED, ALONG THE PROPERTY -"�VERTIGAL GRANITE CURB IMPINGED UPON BY PROPOSED 5UILDIN675 AND\OR SITE ELEMENTS, THE EXISTING CONDITION LINE AT LIBERTY HILL AVENUE PROVIDING THREE CONSTRUCTION ENTRANCES WITH GATES. BUILDING5 AND\OR SITE ELEMENTS, THE EXISTING CONDITION WILL BE REMOVED, ABANDONED CONSTRUCTION ENTRANCES SHALL BE TEMPORAFZILLY PAVED WITH CRUSHED STONE AS SITE PLANNING TRANSITION :URB }' AND\OR GAPPED OR DEMOLISHED AS REQUIRED. DETAILED IN 3/L-2. LANDSCAPE ARCHITECTURE GAPE GOD BERMrEL ' 77 NORTH WASHINGTON STREE CONCRETE PAVEMENT ASOGIQ t-S BOSTON, MA 02114 HANDICAP PARKING DIRE 7 GAPE GOD BERM -a- ,TIONAL / HANDICAP PARKIN& 51GN L-7 ■■ DeVeIIis Associates '1 M Land Planning • Civil Engineering PAINTED GR055164ALK ■■ IN111 2310 Washington street Newton Lower Falls, MA 02162 ON (617) 964-2195 fax.(617) 630-9593 5 GRIND, REGRADE, REPAVE EXIST. PARKING *� CHAIN LINK FENCE L-6 (TYPICAL) PROVIDE NEW PAVEMENT BA5E • -- GUARD RAIL 3 GUARD RAIL 5 BITUMINOUS CONCRETE WALK L-7 (TYPICAL) 13 14 15 16 CONCRETE STAIRS L_6 9-13 LIGHT POLE (SINGLE HEAD) 5 BITUMINOUS CONCRETE WALK L-7 L-7 L-7 L-7 AND HANDRAIL SNOW REMOVAL L-6 POLE LIGHTS (TYP.) 5 RISERS -- -- PROPERTY LINE AREA SEE ELECTRICAL PLANS 8 STEEL BOLLARD L7 6 DUMP5TER ENCLOSURE PLAN o 6 BEND..} 7 4' CHAIN LINK FENCE AND SPECIFICATIONS L-6 (TYPICAL) L-8 (TYPICAL) D 6' BENCH ON A 4'X8' CONCRETE FAD 10'-6" TO 11 MODULAR BLOCK WALL2 2 SIGN # 8 ® BU i LD I NG ENTRY/EX I T BUILDING CORNER L-7 RETAINING WALL L-7 (SEE SIGN SCHEDULE) O STEEL BOLLARD '1j e - 13 14 15 16 CONCRETE STAIRS RAMS �C `% - L-7 L-7 L-7 L-7 AND HANDf`AIL ° o a s PREG:AST GONG. BOLLARD / , 2,3.42' 4 RISERS NORK LIMIT 4 PRECAST GONG. CURB L-7 (TYPICAL) EXISTING TREE TO REMAIN AND BE PROTECTED ' R=5 � g' � TEMPORARY CONSTRUCTION FENCE �� CURB OUT AND RAMP - TYPE A �� `� 2 HANDICAP CURB GUT - TYPE 'A' CURB GUT AND RAMP - TYPE 'B' BIT. GONG. is�4 G 6' SWALE TO 0 � `�O' �'" R=5' "� _� ,;,' ti CU F GONG. PAID DRAIN . N \`i �'Dpp7N CURS GUT AND RAMP - TYPE G � R=42' 28 `y'.t�,'`r' C`�\ 5 BITUMINOUS CONCRETE WALK = - ` Cr REPLACE EXISTING BASKETBALL HOOP _-,R=iso .��, — — — — — ENLARGEMENT AREA R 30 L 6 i REPAIR CRACKS AND FILL DEPRE55ION5 / �-� o� , R=3 R=33 - - " 9�,�r 7 4' CHAIN LINK FENCE `` EXISTING TREE TO BE PROTECTEIP 0o n p %1 - � AND OVERLAY EXISTING PAVEMENT 6' CHAIN LINK ;y! �� o `` L-8 ..: AND SAVED DURING CONSTRUCTION FENCE �" +4`',, _ �� "`- _ _ _ _ - �_ R-2 ,•` - `� 4\ ' F " 5 1 PLAi1' AREA TO BE COLOR E i ' I - - - = COATED AND STRIPED FOR GAMF-5 � � ► `,�. •, WIDE GATE ---�,w � _ ___ \ \ acJ 6' BENCH ON A 4'xa' EX 1 STING TRETE TO BE REMOVED j - pA✓Eti>�NT I R-40 2 -` ^r 5 RETE PAD ( PIGAL) 2 ENLARGME B %t � to �. ;� �, � "(',�� ,�/ _ � +,y c- � _ e} �n t,_•'4 rI� n N�+ r ! e, �r� GONG TY 1t'SEy.i('il t� I':;,� ` 4, ,IRt �} o ,r /�/_ - ✓''1)t/F'RHs�hU C?r. G iwi`: x^ ,// 1 `'`'` <s, !'r ' �>7 , ,(:y_ �J. ' _ •9 CLF L-6 l_ t n iiµ 12 h ny' l` 'fir'/�lJG — J 'R(7/A„ f{i // '/ �! rj� / �� /• A �t �,h jL..,. x C�F Ab S 3 ° GRUSHE STON P�IVING OURETF NSrTIa7N _ — - D :' L-9 OV . H.;NG WI IP STRIP DGE �'x "�/! T �'" y �, �- ... � F � vU �' -s° ��11 ..- . � ,� ADD AL""ERNA,TE #I cl= ' •,4 h r„ �� `c7 a ;n .a S J r.. .k L r v;, H A GGNSISTS ONLY O n3 �I.I�` ! __ TTE 6AREA �]F� a }! —0" L I\L �' --,-,---.,T_�,.� � -_ EXISTING STAIRS ENLARGMENT �, s � " 0�. 4 (2) 6' BENCH "-- '�'� �' w ' TO REMAIN WID BITUMINOUS GONG ,� 6 AB - o. R 3 I I `--- __`— REV. CHANGES DATE s< �� y SBA ^ ` 5(! w w '^ 1,, r� :`,t- FAT-4 FROM PLAY AREA TO \ „ V /,C y r�rn c, s� `° 3 j BASKETBALL GO — L 9 (TYPICAL) ? � 7 O e .. -- -+- -----1- I X COURT GATE (2) SMG: SG.A�4 2 (2) 51GN I AND 3 I - t u _ eC 5O, n'�=�' � - a e!� x BITUMINOUS CONCRETE PAVEMENT f, CONCRETE. iii '' coNc. 8 J NG i v� OFF EXISTING EDGE 6 1 r . 5 LA< r2 HANDIGAP CURB GUT E-' ``, t ` ` 112' _ o L8 � L7 I I 5 Qi r EL-51.09 rA �t 2.•. N v '� m 5 L-7 RETAINING '�^ \ ti !i� # ------- q G I x EXTEND BITUMINOUS 2 (2) SIGN I �' i ° = r ' ' _ P` EL-Ss SGC[ LCI TING MEM 5t - BEN VEB � ck I v, i L—fi CONCRETE PAVING - ,' RE�iIL IN GUR O / :m-n 4 ;b' BENCH ON A 4 XS ` 5 Sa lr�d) d, ( ) ( } /jQ g 10 CHAIN LINA: FENCE S '`" , .y � , • ,1 �, ,_' r . � .�Ec.. f j!; ,I, i. �„ '/ llf/�fr, r-L Li'�:t`- I- r��,-aE-1�;; b� u ��i��"' 60 jj � `^ ,,'1 ` •` I°�\--`� IZj, Z ._ — � •-- " '�/q ,�, t - �5' CONCRETE PAD (TYPICAL) c� 'n '� 1:��U ,f.. t. 'l t. -q-„"{'^a•.z,. yv J - i '?-. � ' 1 ,r F r OiJ11 t��'` CS t�'' , `� L. I -- ii Z C7 ` �� i `�ri' PAVEMENT GRANGE - _ ,S 5 END BIT. GONG. a ;� � �n / 11 '�, - n COURT----- =\ \ ., * , tr r V©;E r = m BASKETBAL COURT } a , n r;,�.. . , / �� - 6 EV'd Pa1,,sRrF3.EA• 4 c� \ .9 1 6 BEGIN GEM. GONG. = r i.. �. `� -_ l R= 1 ,0 7 = �, / ;N -10� ti _ r- a z (` \ 6 1 �'!U i -_: .z L R , 0 7 SP o ”°a / \ "� '� -L 1 L-7 z N \ C' ADD ALTERNATE # I ' R f. ACES ANL7 SURFA6[1 11 GONNEGT o REMO�/E EXISTING 4 � � � \ L 7 27_ - , ,,, i, � 1 I - ! '` �., , ���r� GOINNEGT W Nom` TO 4 HANDIGdcf'S'TpF.y -1 ------ lN�LUDING o � 'T � - =^�- .�!' -- ( TO;;EXISTING AT CORNERS._t7 Cj yL Ql, U �;, - WOOL' STEEPS- 4 0 `�I Sam T --- u, --_-__ - - I T N C?��c V�sE i N L-8 CURB GIS '`R� l�.. ;;, - _�=c F R-4' H SPACES 5 �IFZAv �L 5' 4 t I' --- _--=--_ _---- _--_ --LINE - -� S I G F p� / E • � ,, i EX� E _ a - 042 WOOD EDGINC END NEW 51DEWA ,, ? _ N -- ----- ,� y. -I / i;� ',' I \\ LA Y APEA +� r _ _ l D` � - N 08 2 d 1 y AT PROPERTY LI Y� `' �' �� is cr} _ WATER 1 - _ G /SLD/ ¢ a Y-a `R=7 ' ° 1 ° W-1 - �7r, - y{ r7 r -fi 4" - car _ - R -- - - NW -- -- ---------__. - -- -- -- - r _—�� �- " >gas 'fo R 504 `- = ;9 i 08� 2 '?D i _ _ �'vcc 4, _ 2 R I `32O •` AN _ -R�4 AfT IYA�K i / i rn 8'- _� _ W'/SL c>�c % _- =--' ""�' dh!�fSL' ?.c !'ISFr?, �` r.�i _ _._ I _ ;a _ ;N/2 �IS�.,S &_�. ___ ..__._._ - - -�?� -._ -- _ _____ -_-__-_ ____________ ----_ .� _ -, Ii 2 �. _3--.-_ .-=s,.-.ASF=== .. .__ --_ __.-_ __'"_ _ __.___-'_ ..____-__._--__-_.•-:� � --- --- ---- ----------- -------------------- r+ ��� 1J��2 �\� \ It 2 51GN# 2 � � - � SIGN# 7 LII - R L-7 (SEE SIGN SCHEDULE) HILL \/ I;r _ C �` � / ��, \ �` ' GC L-7 (5EE SIGN SCHEDULE) TREE PROTECTION `-' GC ~` \• 1t ` �_) ' HANDICAP CURB GUT c�' / d„ p7B L-7 (SEE SIGN SCHEDULE) EXISTING G.L. FENCE / SAk I GUT AND REMOVE EXIIp IN6. __ _ LTYPE 'B'___.__ ___ _ __ __ ____�__ G___.._._.._ _ __ T _ G __ _ - TO _REMOVED __ � � _ G_ _ _ � � \ \ � `1-f` \ PAVEMENT TO INSTAL 2 SIGN# 6_ C-�� � ea 4 GEM. GONG. PAVING ,. 10 METAL PICKET FENCE L-7 (SEE SIGN SCHEDULE) L-6 GRANGE IN FENCE LCC , �� � � ��•-�� ��, \� \ CONNECT' NEW WALK TO E�15T' G I L-g AND SIDEWALK 1 ENLARGMENT D \ "Z ` v \ PAVIEJNT TO REMAIN. EXISTING FLAGPOLE AND 3 BIT. GONG. PAVING AT RADIUS L-g \ 5;1 12 GRANITE BOLLARDS BENCH TO REMAIN L-6 END GEM. GONG. C \ `\ p - L-8 (6 TOTAL) 5 SCHOOL SIGN BEGIN BIT. GONG. REPAVE EXISTIING \ \ fi GRANITE VERTICAL CURB SIDEWALK ����+/ \\ I 1 L-s � \ �, \• ® � PLANNING BOAR: 4 HANDICAP CURB GUT TYPE 'G L 6 (9 ALL ENTRANCE RADII (TYPICAL) REPAVE EXISTING L-8 L " \ 1 /� �' F�� APPROVED 5 BITUMINOUS CONCRETE �. 13 ENLARGEMENT G 8'-O CONSTRUCTION FENCE e I L-8 2 516N # 4 SIDEWALK HILL AVENUE SEE NOTE ABOVE \�� / 2 516N # 4 L-7 (SEE SIGN SCHEDULE) , t L-7 I N SCHEDULE fi EXISTING PLAY STR.UGTURE �G, \� // \ �� "� SITE PLAN (5EE 5 G ) 5 B I TUM I NOUS CONCRETE 11 METAL SERVICE GATES (2) L-7 TO REMAIN. EXISTi'�NG SURFACE FENCE AND SIL7EWALK REPAVE EXISTING SIDEWALK L-6 SIDEWALK L_8 TO BE OVERLAID WITH "FIBAR" TO TO REMAIN UNL715TURBED \\\ TO PROPERTY LINE THE DEPTH OF 6" NEW PLAY AREA 7 4' CHAIN LINK FENCE L-8 7 4' CHAIN LINK FENCE RECEIVES 12 OF FIBAR . SEE ' - PE A L-8 L-4 FOR DRAINAGE IMPROVEMENTS. ALIGN WITH EXII5TING CORNER A5 ' 2 HANDICAP CURB OUT TY EDGE OF PAVEMENT �', iy^ L-8 � 4 HANDICAP CURB OUT - TYPE 'G' 7 6' CHAIN LINK FENCE � � � ® �� " L-8 NORTH L-8 ,. 7 1 4 5 6" THICK GONGRETE PAVEMENT CURB GUT /Q S U 7ORe i L-6 -9 Layout And Materials REPAVE SIDEWALK f ENDS AT PROP. LINE r fa`'� Plan �z �o'm GYF 4,1 \ hPPROVED 7 !r Subject to approval by any other Drawn By. DMM Date: authority having Iarie tion. crrY of SALEM,MASS. Checked By: PEP Job Number: `i80-18.00 REVE t BUREAU BY File Number:aO7a-AL® Scale; 40 PLANS ARE PROVED SOL FCR IDENTIFICATiOfI OF i TYPE AND LOCATION Or FIRE PROI rCTj10N DEVICES. ALL FIR PROTECTION DEVICES ARE SWJECT TO A. j FI NAL TI STAND IiJSFECTIor,,FOR CO'd.PLETE COikTV +Nr,,v,•.nT,.p r;• 0,00 iL 2 i