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APPROVED PLANS Approved Plans ARCHITECT PITMAN & WARDLEY ASSOCIATES LLC ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM,MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 CD PROJECT TEAM GENERAL CONTRACTOR BALD HILL BUILDERS 25 WALPOLE PARK SOUTH, UNIT 10 WALPOLE, MASSACHUSETTS 102081 781-806-5951 CIVIL ENGINEER THE MORIN-CAMERON GROUP 9 � 1 1 FRANKLIN STR T 66 ELM STREET DANVERS, MASSACHUSETTS 101923 978-777-8586 LANDSCAPE ARCHITECT SAL ASSACHUS TTS 01970 RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 2012019LANNING OARDSU MISSIONDRAWINGS ISSU DJUN GRAM PRO DEVELOPMENT SQUARE FOOTAGES: -'Y,,�' 1�.. � <'Fe• ... �-�,,:�.. � 't: . ,tiy t ,,'a. �'♦t"%'' g 1 :,< .�v�`1+ FMwoh :x, , z ;f '�� _ ` , Y 1 �, e •. , � rt. �.� ti� 4 ,' FIRST LEVEL. ..$»{:,r-, ,, 1.�.t�♦ • :31 ... -. ", 0 �. :.., � .. .• 'E e �'� �ti. 'z '�- � 5;�:-, ?�L-. �'+.-, �.- 4�.�: '-' - � <. .� ._.. e.:�.�iC�.j �.-+y .� , t:• , . . " /.. � � s. °'�,.. '���� � r,.n. .r t. ♦ 7� UNIT#1: 5,291 SQFT --:..r,,�,�,e yy `.. t\\ i . , ,1 - :� fg.... a• .: -.r.f, d,. v.in t' .i.I� � 6 �4� e:5•""•' fir:� �T ..+�"j h ,,t.. 1 s v' ..Z'_ �.• w -�"\a�\".�€n> ffi,r�✓.-,:�,,,, ,'- -.a r..,' *-,k':.!i; Sw,.:._ s..A:.ee��",�� ;,. -, ,3 ;.::•.;,,,�-. :a;;-r.' '2. .:�� `~ :C.'�► a +.tr"�at.` -..0 ,�.•;� -+'-n,•��''*�°r''f'_- .'.'�kC�:'{ ya.4.1 R ,,,�` ;,�rM;Kr ',F'_�i►:. UNIT#2• 2, 335 SQFT ' ,r . 44 .o,Y i•'R " ... /. rt, t� .r `.� 'ig9, ,,,, .' C X,•l� y ' ", 'rf ��' r _� y�g b� :� ,:;.=� �,�. � x •� ,' � '�� . �� , ' .� •;� � -: ',;`� �'. UNIT#3: 3,112 SQFT . ,..n�t �/-,,: ,Yx..�..:. 4 '�.. .v- yt \ - -a• (m�'2, � �y .i.; tiyi.. r r a { a , .'y - , r •.i..;•�§�y. ��' t �rll �` , .. ', + `.� , r TOTAL: 10,939 SQFT co REC r 1 r� r y t ..:! '� i;' -:h. 'e "fw,; '.. 3' _:.. rr�;'- '' .s'- r� <•y �a ?�..1� ��• r ' a \ r-i<•.�....:-,,i ,a' . .' .,...-..'� <.:..:-,,. - 1. c. j .-p� �V _ y�..e•,�1y` ..tea � Y.- ..,�..... . . 2:.`.. I � .1�, s.t-'.. .;_.. ,. s �' ,. , �,Fe:: .�- IT 1: 1,020 SFT a r` UNIT#2: 653 SQFT ,ra,,.,e &t r p l.r�+' H• COMM '� •, s . \�x. J/,�} DEVELOPMENT r. ♦♦ EMT ,;.� �. ;' � .,µ. ,., �. . . -,., s✓ �-�` -,, � :.�' ��� �,. '�3 _.� •,.� UNIT 1,201 SQFT 1� y -. i,: ,.„ rf '' •,...4... ,� ��w.- r },fit. r. .� tt _If, ' 1:.1• ,•' ••, :,y ,: , ,,I ,.. "mot: \ . ..-� 'R. � ;' ..` > ;;� \'.� :� ��n � \r Yeti i b.,. �{b�jc�� - `.p� ,1'>;%� ��' .J4 �r .. i G1 •'... +'' -'�.....:. - ,—, ,_,•,.: �x e*i"e",q4 'ry`S\l at'�,�.., ''i!y.. '� �A•� �:�; - uj » ,;. :,, , . _ -,.z:• r,� ;. �r. TOTAL: 2,874 SQFT - f .r+�„9c " � d: 4�ay ry r �' - t' d:� .^ - �.,f t�'"�,. `n..a;• ,r 1• �'.l - "i`�.*..� , :. t -.a ,c .,.,t, .. �..a:�3' � /• �f r' ♦. t ^� "�,-t "'� a !'� • � '�• , �4 0 �? a\,�~• '�r'c1 r/ .r ri :^, ,a:'..;' ,. .' .,...' � ..:,; �3� .:.« �� � '�a•�:.,1'� .,,. •4�,•�-, t� \�. �� _ � ,,, �,. TOTAL BUILDING SQUARE FOOTAGES: ,y�, (n Cl) .w •i` - <;; - Y•. ,f• , �9 EV L 1: 10,939 SQFT ;: ,..a �.. . /y '•` MEZZANINE LEVEL. 2,874 SQFT Z Z a '.ti„t't .. ,att� `try xi.^�, ,YAK _.- :.x '•.!'..51A' s \i \i ■ ,�, � �?� .,, ,•, �: ;,' _ a. ^_ Y'`t,= :� ;',, �t- � -�:� .�,, � �;. TOTAL: 13,813 SQFT J m yY,:: -. 'PU � s 7 ^ Z "'0' -\ -"kv' �.v.� .�: .,•i +,�.fti�•..''a♦'�`Pt,� \ �,'\ '� �:,,{. '� ;xt.. ^,drn; titr+S '"�a. \ x `0�s �d�. is � - 'T 7 ,:':.eS\� , ''r r"' ys,e.�4kr° .,! +:�.,F:' T:iT• ^� . .+ VX. • �`\- ''�;:�` � w a: V,� as �." - : � ;..- J"•: ,..; : .�: .� �.�1.,,,,C: : ^nayr r A' N' "lei LLIQ - Y ' A�y 'i r ` a / .),t ,�� Z. '\ k�ti l �•� ,�4'r.`v•71.,',: ,/ �'"�±� �,� '`Y. R `� > �o/ + ••f'�`yy :�;. '.P ti i�+sa:4•'?Ir:.�1 4,✓ as .c '�, -/<:'x f !�'- ,a`',�fA. >r,l(G DRAWING TITLE0 COVER PAGE•..� c�. �, is `4a A- .3: _3-.. .- .� :.rw, .,:., '4.4, J� � ' x r w,;:-a✓1�. e r -I S . , t . . r• . = .. i �.111.:v e j> a' ."i:'•.. ti. \ \ \YR *-�►�r'•I�I.j.j P` ',.,( ♦' ;.W M. 4 '•19.;.[Y R y `��. p�v „f. - � ��' 7 1 � `. .:y,.. '� '. 'Tip:.o a�,• ,a- � �+� ��a��'-a �1 '', t�7•'�{*6 a � a �r .;, . t , ,l - ri1, 4:. ,r \'. \, :♦` .V`« F a'`... f .r.; ^.'iy �., - fa ,,,�uTr a:oeLr' a - yt' .. .,., r;r. � .. „ �. ♦ -. .r yw.. . . y � r r -,bi .,-R""^..r✓, . � �� °�'�'.a4�y� ■ LOCUS MAP DRAWN BY Z,MILLAY CHECKED BY P. PITMAN ISSUE DATE PLANNING BOARD 06/20/2019 1EE " RRE N C 9 11 FRAN KL H BY RIE El M M SHEET NUMBER AO 0' 5' 10, 15' ARCHITECTURAL © Pitman&Wardley Associates LLC.2019 GENERAL NOTES: ` 1. THE EXISTING CONDITION DEPICTED ON SHEET C-2 IS THE RESULT OF AN DEARBORN ST ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY THE MORIN-CAMERON HARMONY me GROUP, INC. IN MARCH AND APRIL 2019. SITE REDEVELOPMENT PLANS ST � N RANDALL ST tn- � SOU ST WICK � ►- 2. PROPERTY LINE INFORMATION COMPILED FROM RECORD PLANS AVAILABLE AT THE N TIME OF THE SURVEY AND AN ON—THE—GROUND SURVEY. olF N 3. THESE PLANS ARE PREPARED FOR OUR CLIENTS USE ONLY FOR THE SPECIFIC AT OSeORNE ST � PURPOSE OF OBTAINING PERMITS AND LOCAL APPROVALS, AND ARE NOT TO BEo DOCUMENT OR ANY OTHER USE BY N ys / O ai z o USED OR RELIED UPON AS A CONSTRUCTION FOSTER ST Oil ��Ao ;O ,• OTHERS WITHOUT THE WRITTEN CONSENT OF THE MORIN-CAMERON GROUP, INC. 9 & FRANKLIN STREET Z Z s W MASON ST z / Z U a co 4. UNDERGROUND UTILITY INFORMATION AND LOCATIONS WERE NOT AVAILABLE AT � W THE 11ME OF SURVEY. LOCATIONS OF ALL UTILITIES SHOULD BE CONFIRMED ffl z � � . WITH THE UTILITY PROVIDED PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. t � � W (ASSESSORS MAP 26 LOT 375) / � ��� - � THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY sT z .. GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR coMM FRANKUN LOCUSQ: o g TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. ��'� � 5. FORMER EXISTING BUILDING WAS DESTROYED BY AFIRE IN SEPTEMBER 2017 AND SALE SSACHUSE Sz 0 r� RAZED. FORMER SIZE AND LOCATION COMPILED FROM "PLOT PLAN OF LAND IN - � w NORTH RIVERco ix SALEM, MASS." DATED MAY 11, 1995 AND PREPARED BY BAYSTATE SURVEYING . � ASSOCIATES. SIZE AND LOCATION OF STRUCTURE ARE CONSIDERED ����_ Q� w z cn �°° co APPROXIMATE. r LOCUS MAP O 3 Z 6. ZONING DISTRICT BOUNDARIES OBTAINED FROM THE CITY OF SALEM GIS ONLINE (SCALE: 1 =500 f) J g MAPPING SYSTEM (HTTPS://WWW.MAPSONLINE.NET/SALEMMA/lNDEX.HWL). FOSTER STREET itEET 7. ABUTTER INFORMATION OBTAINED FROM THE CITY OF SALEM ASSESSORS AND GIS `~ v DATABASES AND SHOULD BE CONSIDERED APPROXIMATE. FLOOD NOTE: M MA TT • 10 y �sErrs o,,3 ` , THE SUBJECT PROPERTY IS LOCATED IN A ZONE 'All' ZONE ' '(ELEV. 10) AND XC, AS ILLUSTRATED ON THE FIRM PANEL 25009C0-419G WITH AN EFFECTIVE DATE 0SCHEDULEOF JULY 16, 2014. OF PLAN SET DRAWINGS: CD RECORD OWNER: C-1 COVER SHEET �- • C/O GOLDBERG, LLC ip C-2 EXISTING CONDITIONS PLAN C/0 G PROPERTIES MANAGEMENT, LLC 7 RANTOUL STREET BEVERLY, MA 01915 C-3 SITE CONTEXT PLAN DEED BOOK 31167, PAGE 504 ASSESSORS MAP 26, LOT 375 C—4 SITE LAYOUT PLAN _ C-5 GRADING, DRAINAGE & UTILITY PLAN r_-- C-6 CONSTRUCTION DETAILS I a N ABBREVIATIONS: I I ASSESSORS m N `". Z N BIT BITUMINOUS _____ .� I L C-7 CONSTRUCTION DETAILS II ,: m m S.: z BM BENCHMARK d— ———— _ ,� I AREA 2670 300 SF � B1 DISTRICT I CI CAST IRON �-�+ I _.._ -.-. •-- R2 DISTRICT CLF CHAIN LINK FENCE sI CO CLEAN OUT I PROPOSED LIGHT INDUSTRIAL/ I � k CONC CONCRETE W COMMERCIAL BUILDING N � U Q tU/1 � El EV ELEVATION — r DMH DRAIN MANHOLE � EP EDGE OF PAVEMENT O EXIST EXISTING o I ¢ FF FINISHED FLOOR 40 FLR FLOOR w� FT FOOT GAR GARAGE w ' cn GG GAS GATE W v, LB POUND Z MAX MAXIMUM MH MANHOLE w MIN MINIMUM ) o > F V MW MONITORING WELL a N/F NOW OR FORMERLY '� o w N-S-E-W NORTH-SOUTH-EAST-WEST (.� w NAVD NORTH AMERICAN VERTICAL DATUM 01 op 10 OC ON OHW OVERHE DRWIRES 0 wlo EXISTING LIGHT APPLICANT: PROP PROPOSED z¢I PAVED INDUSTRIAL/ SF SQUARE FEET PARKING AREA COMMERCIAL SPIRE INVESTMENTS LLC �r SMH SEWER MANHOLE w BUILDING z SPK SPIKE U. 5 RANTOUL STREET sQ SQUARE BEVERLY, MA 01915 TYP TYPICAL �- VGC VERTICAL GRANITE CURB WG WATER GATE WSE WATER SURFACE ELEVATION Wso WATER SHUT OFF CIVIL ENGINEER Z SURVEYOR: R2 t� THE MORIN—CAMERON GROUP, INC. Q e5 RicT 66 ELM STREET � cn w —j 1 DANVERS, MA 01923 w ._ PHONE: 978-777-8586 ui U z FALhIS I— w � z Now BUILDING ARCHITECT: o N W v PITMAN & WARDLEY ARCHITECTS � PLAN 32 CHURCH STREET w �'- in �z �- N scaLE: 1 = 40 SALEM, MA 01970 p w cn w 0 20 40 80 PHONE: 978-744-8982 Q � " _ W cn a, V) . w . V 1— w c v ISSUED FOR PE I ING : JUNE 20 2019 o Z o o PROJ. #3760 GENERAL UTILITY NOTE: N/F RICHARD W & BETTY B LUTTS N/F THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR CASON L & ERIN BETE CHERRY,' N/F DAVID & CAROL ANN ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS JESS FANEUF & ALCIA CHERRY, MAYE MARDEE GOLDBERG LLC FI & CAROL ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND GOVERNMENT ASSESSOR'S ASSESSORS ASSESSOR'S AGENCIES .AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS MAP 26 LOT 381 N/F INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE - 28.03' MAP 26, LOT 460, BLOCKS 801, MAP 26, LOT 380 SAMUEL E CORE cn LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN ' / 802, 803 & EUSHA L � � �-- me THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE N F 0 2011 RANDALL THE KOSEK FAMILY TRUST F ASSESSOR'S CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING 11 .11' EXIST. SHEDO ,> . " ASSESSORS MAP 26, LOT 383 -'- MAP 26 LOT 378 cn z o PERMITTING AUTHORITY, AND DIGSAFE AT LEAST 72 HOURS PRIOR TO ANY r -�� k 112.85' `� w Z EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE EXIST. DWELLING / `t ^ oz z ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE #10R ¢ o �/ ,,/\fir/ � - o � a... ��i �/ U ng. c PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN a O / O i BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE N ``' 9 - r~ N zow CONTRACTOR TO RELOCATE ALL EXISTING UTIU11ES WHICH CONFLICT WITH THE / `12 ``` / \� M" a i' SHED ENCROACHMENT � w -� / 0 / �a Q PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. / i _ - o z z •• Nter- -� 0.64 �/ rr -12 �.....,_. ,._�-. / o - _�� / Lri > z cn 4 Mw®- -MONITORING /.-�.., ASSESSORS -'`'� O 1 � ' w o cq WELL (n?), -'' -� � ` MAP 26, LOT 375 � ru - ocn N/F ���.. --- \ REA = 70,300 SF > 'L CHAUFOUR FAMILY -'' �ti�'� �� ��J -- r.._ - '` ` / o �. W LIMITED PARTNERSHIP z cn W ASSESSOR'S / 7S� R' 1C �,, �..-11-- q s' 9 o z o c MAP 26, LOT 384 / / �„� w B1 DISTRICT �, z N/F/ >- ( 1 � °'� �R2 DISTRICT �•.,,,� N DOROTHY H LEMELIN t' U .L^J .W now mma M i � �� +9.7 �o� MAP ASSESSOR'S LOT 377 .. I � FORMER BUILDING t �� ��Y.1��d r .qq LOCATION emw "./� +9.5 I G�SPE,TTS i N +9.5 +9.3 I I / +9.4 O v i®MWI \�.�(Q SZ '/ EXIST. TREE O I5 � �I f' +9.4 +9.2 • o � o U I ' ( +9.6 +9.1 O I w / +9.6 9.1+ s 2 EXIST. = l - o + RN GARAGE Iy�XX ® to.3 -Q ss 88.84' BA / 10.1 ®Mw� I a 1, l .1 d V ov. N o / 1 is z N / FF=10.6 c� / 10.0 m m 00 ¢ z 10.2 m o 10.7 I z CL v / N/F cn o u a cn o N� w I / 10.0 7 FRANKLIN STREET LLC a '/r i FF=10.4 13 FRANKUN STREET LLC +10.6 10.2 ASSESSOR'S ASSESSORS z >•�_r ..- I MAP 26, LOT 376 MAP 26, LOT 374 ,,, 1 EYED t o BITUMINOUS G�10.3 0 F.. PAVEMENT I 10.1 I 10.6 N cn I Z EXIST. COMMERCIAL a BUILDING 10.5 ®MW �" EXIST. PARKING 10.4 BUILDING / SPACE TYP. � z _ O #7 Ia ( ) �- to.4 �ICE l EXIST. COMMERCIAL w o_ / BUILDING 113 I =10.5 EXIST. LIGHT W Z- +1o.3 cE INDUSTRIAL-/COMMERCIAL / 1 SPA BUILDING CD a GAR FLR=10.3 #� w I ch v I Z / a - � FF=10.4 10.3 LIMIT OF FEMA FLOOD ZONE 'AE' (ELEV. I a 1 10) AS ILLUSTRATED ON THE FIRM MAP 10.2 25009C0-419G, WHICH HAS AN EFFECTIVE �- DATE OF JULY 16, 2014 (TYP.) ' o 10 c=� FF=14.3 O a I / J Q: Cn W _..I SMH o- J FF=t4.3 PRIM=10.1 BM- SPK IN UT1UTY POLE o �- LEI W ^ c INV (4 IN)=3.5 = �/ V) M I r. ELEV. 9.49 (NAND 88) o INV (6" OUT)=3`.2. \N 9 0 G W = OVERHEA r oR 110 / W P cc z o WIRES (TYP.) 6 �� O G / 6 ¢ J N oHw /'/ `� / z Pal or+w o / l O - z w(! Q Q N a -- _ A oRol v� s � 199.25 --- -�..�� __B D G/ IREG LL- o a s SIGN T 9.2 . - p\\`\/ P\\� / z_ R2 DISTRIC ' ��a> vcG (o REVF�-) -_ D.- p G �P,��M „ SC R M s ®Q W � `_ to s-` DISTRICT '�oHw p. - p �, G 15 / CB _ ED `- W / APPROXI D.--- / 5 RIM=7.9 L J Of co ��oHW 1 g"_DR_A10 �_.� b�'_ RECORD) �- G G � � IOW oHw __ o " GAS MAIN ( � G T S N �- N o VCG (0 REVEAL D 8 CI G l " n �� UTILITY( D _ p G g S (� 12 DRAIN I- F- _._ D -)- p --" - ._ G G S T s s '"-J_ SMH c) c� D -- �_--G s �� DMH RIM=8.6 CB A -D 'IY`- G I s -�-�'.r V) RIM=8.3 ® B D D_- o c~n G �_� K -- s �AIN RIM=9.1 INV=-2.4 e N WSE=4.6 c ��r�p "R L S 15 SEWS �`'�--RI _ INN (A)_2.5 Q G �n r.._ s RIM-9.0 INV (B)=2.4 oa m m �". w - BM- HYDRANT HEAD WSE=3.6 G "..� G W _--- s EP w W°o BOLT ® '0' IN OPEN -w�s s S ELEV.=11.59 (NAVD 88) DMH cn RIM=8.6 Z N RIM=7.9 SMH CB INV (A)_3.4 PLAN � Q WSE=4.9 INN (B)-4.3 Q V RIM=8.4 INN (C)=4.0 SCALE: 1" = 20' cn X Z � z INV=-2.7 INV (D)=3.1 W O m - 0 10 20 40 V a 0 PROJ. #3766 I ! . f . � . ., i . 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UNDERGROUND UTILITY INFORMATION AND LOCATIONS WERE NOT AVAILABLE AT N/F THE TIME OF SURVEY. LOCATIONS OF ALL UTILITIES SHOULD BE CONFIRMED RICHARD W & BETTY B LUTTS, N/F N/F WITH THE UTILITY PROVIDED PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. CASON L & ERIN E CHERRY, MARDEE GOLDBERG LLC DAVID & CAROL ANN co THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY JESS FANEUF & ALICIA MAYER FITZPATRICK ASSESSORS � h �• z GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR ASSESSOR'S ASSESSOR'S N F O cn m MAP 26, LOT 460, BLOCKS 801, MAP 26, LOT 381 / x �# B TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 28.03 MAP 26, LOT 380 SAMUEL E CORE N/F 802, 803 & ELISHA L � z �z 3. FORMER EXISTING BUILDING WAS DESTROYED BY A FIRE IN SEPTEMBER 2017 AND RANDALL ^ l '. O g ': „ THE KOSEK FAMILY TRUST OF 2011 WZ cco RAZED. FORMER SIZE AND LOCATION COMPILED FROM PLOT PLAN OF LAND IN i1 .11 EXIST. SHED ASSESSORS , IL Z SALEM MASS." DATED MAY 11, ASSESSORS MAP 26, LOT 383 ,; 1995 AND PREPARED BY BAYSTATE SURVEYING c 112.85' MAP 26 LOT 378co ¢ w ASSOCIATES. SIZE AND LOCATION OF STRUCTURE IS CONSIDERED APPROXIMATE. EXIST. DWELLING ° W #lOR v~i < o 0 0 g o (D 4. ZONING DISTRICT BOUNDARIES OBTAINED FROM THE CITY OF SALEM GIS ONLINE w% � o MAPPING SYSTEM (HTTPS://WWW.MAPSONUNE.NET/SALEMMAANDEX.HTML). � o ! to TC14 0ZONING DISTRICTS: rx W o to 50.64 RESIDENTIAL TWO-FAMILY R2 — - O BUSINESS NEIGHBORHOOD �61� s I O �, w cc co 00 00 ASSESSOR'S (-_.> r _ —— 4� n w Z cn w • CENTRAL DEVELOPMENT (65) CAMAP 26, LOT 375 I a o N/F AREA = 70,300 SF i s OK, zz w as > w CHALIFOUR FAMILY _ I o� LIMITED PARTNERSHIP j ASSESSOR'S MAP 26, LOT 384 '� B1 DISTRICT I z� � z N/F ,�° ,�• � R2 DISTRICT 'r '"""'""'`�••.�„� N DOROTHY H LEMELIN � omwo mom .� /'� -•.� ASSESSOR'S MOM SeTTs PROP. LIGHT INDUSTRIAL/ / MAP 26, LOT 377 3 UNITS FORMER BUILDING < ( `~ COMMERCIAL BUILDING ) SLAB ELEV. E /� ,,,,,..�" o ' o�5 q LOCATION lIt` 1 SPACE I EXIST. TREES TO BE _ — — 84' r- --- -"-'•-- _ _ . ._ . . ... . .-.--- "" REMOVED (SEE I y -'Ee ——• --— ——— T!�" LANDSCAPE PLAN) wwo� I�NONO I I l i PARKING PARKING O w SPACES 1 ( 1 HC SPACE PROP. PARKING 8 X I 1 SPACE (TYP.) I EXIST. GE c� o — i ° RN GARA c c„ I I PROP. BIT. CONC. BA I cn l 1 SPACE 1 SPACE 1 SPACE ,{ 88.84' o BARKING AREA � a. n c°n �' z N i= a z m O 1 im PROP. SNOW ¢ w a ¢ STORAGE AREA o O P RKING (TYP-) cn m 0 ¢ cn o EXIST. PARKING SPACES PROP. DUMPSTER o TO BE REMOVED (TYP.) PAD v (11 SPACES TOTAL) N/F *—­*_-_-_rj_nS_P_AC-7Ej 13 FRANKLIN STREET LLC 7 FRANKLIN STREET LLC a ` ASSESSOR'S o ASSESSOR'S f PROP. LIMIT OF NEW MAP 26 LOT 376 MAP 26, LOT 374 w I FULL DEPTH PAVEMEN C� I � SPACE p BITUMINOUS PAVEMENT En O PARKING CALCULATION: — cn �'� REQUIRED PARKING � USE:INDUSTRIAL/COMMERCIAL > a EXIST. COMMERCIAL 0 BUILDING EXIST. PARKING `�' UILDING cn 21,861 SFt GFA / 1000 SF PER SPACE = 21.9 #7 Iw SPACE (TYP.) ENTRANCE EXIST. COMMERCIAL -> 22 SPACES REQUIRED o o_ �' (TYP.) BUILDING I EXIST• LIGHT ` #13 10 COMPANY VEHICLES (1 SPACE PER EACH VEHICLE) 0' USTRIALI COMMERCIAL -> 10 SPACES REQUIRED z EXIST. PA EN ip SPACE IND i o " z �, BUILDING a, 50 EMPLOYEES (1 SPACE PER EACH 2 EMPLOYEES) z o W TO REMAIN #11 —> 25 SPACES REQUIRED CL rn N Q - " TOTAL SPACES REQUIRED = 22 + 10 + 25 = 57 SPACES TOTAL SPACES PROVIDED = 65 SPACES I M U I NOTE: FREE (3) HANDICAP SPACES REQUIRED, THREE (3) LIMIT OF FEMA FLOOD ZONE AE (ELEV. '_ HANDICAP SPACES PROVIDED 10) AS ILLUSTRATED ON THE FIRM MAP 25009CO-419G, WHICH HAS AN EFFECTIVE DATE OF JULY 16, 2014 (TYP.) U LLJ z Q' `LJ ZONING MATRIX Z Lu U) V) M • ED o z SETBACK REQUIRED B1 REQUIRED R2 PROPOSED M U z o W BUILDING a— .< Y N o ovERHEA I = MIN. LOT AREA 6,000 S.F. 15,000 S.F. NO CHANGE J Q Q N a W MARES (TYP.) LL O a/ 00 MIN. LOT FRONTAGE 60 FT. 100 FT. NO CHANGE ' cn z W � — MIN. LOT WIDTH 60 FT. 100 FT. NO CHANGE W Q W o DISTRICT vc (o REAL) MAX. LOT COVERAGE BY ALL 40% (n W G 35% 33% . B5 DISTRICT O�W_-----'-"'0" BUILDINGS � � �- MIN. DEPTH OF FRONT YARD 15 FT. 15 FT. 181 FT rr?� T O MIN. WIDTH OF SIDE YARD 10 FT. 10 FT. 10 FT .�' Hw HW vcG (o. REVEAL) 1i '` MIN. DEPTH OF REAR YARD 30 FT. 30 FT. 30 FT 00o U7IUTY POLE j� E �.+ (TYP.) S 1�• v �J EP MAX. HEIGHT OF BUILDINGS 30 FT. 3STOR/ES5 < 30 FT � F K L o cn _ 1�1 MAX. DISTANCE BETWEEN 0 CDF R BUILDINGS ON LOT N/A 30 FT. 32 FT PLAN m Lo m SCALE: 1" = 20' EP �-- 0 10 20 40 Z I . j J V Q� o z CD z cn m 0 PROD. #3760 WATER AND SEWER NOTES: N/F RICHARD W & BETTY B LUTTS, N/F N/F 1. PROPOSED WATER AND SEWER SERVICE CONNECTIONS SHALL BE COORDINATED NTH THE SALEM ENGINEERING CASON L & ERIN E CHERRY, MARDEE GOLDBERG LLC DAVID & CAROL ANN DEPARTMENT. PRIOR TO CONSTRUCTION THE DEVELOPER SHALL SUBMIT FINAL CONSTRUCTION DRAWINGS FOR THE JESS FANEUF & AUCIA MAYER FITZPATRICK UTILITY CONNECTIONS FOR THE BUILDING TO THE PROJECT CIVIL ENGINEER. ASSESSOR'S ASSESSORS ASSESSOR'S MAP 26, LOT 460, BLOCKS 801, MAP 26, LOT 381 MAP 26, LOT 380 SAMUEL/E CORE 2. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN SANITARY SEWER PIPES AND 802, 803 & ELISHA L WATER PIPES UNLESS CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET, IN WHICH CASE THE CONTRACTOR / N/F RANDALL x cn SHALL CONFORM TO NOTE NO. 4 BELOW. THE KOSEK FAMILY TRUST OF 2011 F E;t ASSESSOR'S MAP 26, LOT 383 EXIST. SHED n -� ASSESSORS �� - MAP 26, LOT 378 Oj it 8 3. ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR-35 UNLESS OTHERWISE NOTED. EXIST. DWELLING 1� _ o ° �'� w �,Z Ll.l ,` .� , rU U) Z N o 4. WHERE SANITARY SEWERS CROSS WATER SERVICES OR A MINIMUM OF 10 FEET LATERAL SEPERAl10N CANNOT BE #10R v~i a o ,,,�.�� o �,,, 13� ^�ll1 z o W ACHIEVED, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 w¢ ` r a INCHES BELOW THE INVERT OF THE WATER PIPE. IF THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THIS 0 9 ° j ° �.-12 �� -� ',2 _; ,' ¢ w o REQUIREMENT, THE WATER PIPE SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH .� 12---- a / J / Z �U MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE SEWER. ONE FULL LENGTH OF WATER 12 i PIPE SHALL BE CENTERED OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. Lo -- z Z WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER PIPE AND ��Mw -_ O THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT Y PROP. FLOW --MONITORING / ASSESSOR S - s.3 _ -�.'`� O5 ' c g Ir OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. DIRECTION ARROWS�rn' ' MAP 26, LOT 375 I ,� > i w ct N/F '' -�-=•�� REA = 70 300 SF I {� 1� PROP. CONSTRUCTED p .� 5. WATER, FIRE AND SEWER SERVICE SIZES AND LOCATIONS TO BE CONFIRMED BY THE PROJECT MEP ENGINEER PRIOR TO --►� - STORMWATER WETLAND F - CHALIFOUR FAMILY =t�' ��-' CONSTRUCTION. /J r r ) "-_ I (TOP OF BERM=10.3f) > Lt LIMITED PARTNERSHIP I i' �� �-.c- �'� 12.5 -� I _�O _ / '� , w 0 6. WATER OR FIRE SERVICES WITH LESS THAN 5' OF COVER SHALL BE PROTECTED FROM FREEZING WITH INSULATION AND ASSESSOR'S �� ��7Z , R - .-it" �- - r 9 i ' z co W HEAT TRACING. MAP 26, LOT 384 -- : ' �"'- I r' o�: o co c� 11, Z Z IYl \J 1k w rn STORM DRAIN NOTES: t1- j j ; DOROTHY N/F LEMEUNg` , g 1. STORMWATER CONVEYANCE PIPES SHALL BE PVC SDR-35 OR PROJECT CIVIL ENGINEER APPROVED EQUIVALENT Irk ( i PROP. 6 PVC I ,,�'' /// 10 ASSESSOR'S UNLESS OTHERWISE NOTED. ( ) Q PROP. SILT FENCE i 1 , / ROOFVR915 I ®M�� ! PROP. LIGHT INDUSTRIALMAP 26, LOT 3775�, � BUILDING 3 UNITS) ,/�INv=9.o / +9 2. BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY BY AASHTO T-180D METHOD. FORMER BUILDING l I I COMMERCIAL B . ..---�o LOCATION �� SLAB EIFV. = 11.1 /// +9.5 PROP. 6" PERF PVC 3. SHEETING, IF USED, SHALL BE REMOVED PRIOR TO BACKFlLlING TRENCH. Vr 9.5 // / +s 3 UNDERDRAIN GN3sSTUS h• 4. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED AND REPLACED WITH APPROVED MATERIAL AND SHALL NOT BE USED AS BACKFILL ! I \ �-- -- -- �' // +9 4 ` IoMYJi .. 5. UNSUITABLE MATERIALS SHALL BE REMOVED FROM BENEATH THE INFILTRATION FACILITY AND REPLACED WITH CLEAN I �� NO NO 9.6 PROP. 8" AREA DRAIN z co ' 1 t ti PARKING PARKING YNBEEHIVEY� 4 GRANULAR FILL MEETING THE ASTM C33 SPECIFICATIONS (CONCRETE SAND). (WITH GRATE) �S�N I -� 9.4 RIM-9.50 owWOO Cly CONSTRUCTION SEQUENCE: I `� I r I Y INv=7.0t +s 1 9 +9. INV=,.25 +s.s +9� 10 9.,+ TO PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION SEQUENCE COUPLED WITH OTHER WIDELY II x10.2 ' T. ACCEPTED PRINCIPLES FOR REDUCING EROSION AND SEDIMENTATION SHALL BE IMPLEMENTED IN THE DEVELOPMENT OF THE I I PRE P. IN = 5.50 I 0 x10.4 10 EXIST- ACCEPTED SITE. I PP � D �a + D D D /D D 9 BARN/GARAGE l _ 1. THE CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO ANY I i ®M � _� I 10 Qp�N CONSTRUCTION ACTIVITY WITH THE OWNER (OWNER'S REPRESENTATIVE), PLANNING DEPARTMENT REPRESENTATIVE AND .�'- - 1 Ncy �� ���w �0.3 ,o.. N o N 0 ANY OTHER INTERESTED CITY DEPARTMENT REPRESENTATIVES. T 10.1 PROP. GRASS & PROP. SILT 10.5 FF=1o.s GRAVEL FILTER FENCE , O_ 0 N Z N 2. STABILIZATION PRACTICES FOR EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED PRIOR TO COMMENCING / 10.0 STRIP >- �' m m = z CONSTRUCTION ACTIVITIES. PLACE EROSION CONTROLS AT LOCATIONS INDICATED ON THE SITE DEVELOPMENT PLANS. NO PAS NG // ° +10.2 fcn uj PROP. DUMPSTER cn ( / PROP. 8" PVC PROP. 8" AREA DRAIN m m o 3. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE. PAD �..--+11 i 10 7 I DRAIN PIPE (WITH BEEHIVE GRATE) Y o N/F (MIN SLOPE=o.010 FT/FT) RIM=9.10 a w a a 7 FRANKLIN STREET LLC 13 FRANKLIN STREET LLC o m _ a u 4. IN PREPARING TO REMOVE MATERIALS FROM THE WORK AREA ON THE SITE, CAREFUL CONSIDERATION SHOULD BE N/F / - o to.o =10.4 INV=7.50 cn o Q a cn o MADE TO THE EXTENT OF DISTURBANCE SO AS NOT TO DISTURB MORE OF THE SITE THAN WHAT IS INTENDED TO BE ASSESSOR'S - 33 +10.s 10.2 10 3 ASSESSOR'S IMMEDIATELY DEVELOPED AND RE-STABILIZED. MAP 26, LOT 374 �1� r' + MAP 26, LOT 376 U) o 5. LOAM AND TOP SOIL EXCAVATED FROM THE WORK AREA SHALL BE STOCK PILED AT A LOCATION TO BE DETERMINED _ ITUMINOUS AR FLR=10.3 BY THE SITE CONTRACTOR. IF MATERIALS ARE STOCKPILED ON THE SITE WHERE THEY WILL NOT INTERFERE WITH PAVEMENT a CONSTRUCTION ACTIVITIES, THEY SHALL BE LOCATED SO AS TO MINIMIZE THE POTENTIAL FOR EROSION INTO EXISTING 10.1 / m DRAINAGE INFRASTRUCTURE OR WETLAND RESOURCE AREAS. STOCKPILES SHALL BE STABILIZED WITH HAYBALES, SILT PROP. 220-LF± 6" PVC CONTROL MIX. SLOPE=0.020 FT/FT FENCING OR EQUIVALENT. STOCKPILES LEFT FOR GREATER THAN 14 DAYS SHALL BE SEEDED WITH AN EROSION (SDR-35) SEWER SERVICE 10.6 , - ._ -------' ♦ cn 6. REMOVAL OF ALL DEBRIS OR MATERIAL FROM THE WORK AREA SHALL BE DISPOSED OF IN ACCORDANCE WITH EXIST. COMMERCIAL Z FEDERAL, STATE, AND LOCAL REGULATIONS UNDER THE OVERSIGHT OF A LICENSED SITE PROFESSIONAL (LSP) HIRED BUILDING -+10• ®mw 10.4 uILOING BY THE OWNER IF APPLICABLE. #7 c 33 ENTRANCE cn Z -- 10.4 (TYP.) EXIST. COMMERCIAL BUILDING - o UTILITY NOTES: PROP. 4" CLDI FIRE N FF=to.5 #13 °- SERVICE (SIZE TO EXIST. LIGHT , w BE VERIFIED WITH ----+10.3 COMMERGIAL , cn 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND MEP ENGINEER) C �3 PROP. 8" PVC (SDR-35) INDUSTRBVILDING BENCHMARKS NECESSARY FOR THE WORK. DRAIN PIPE GAR FLR=10.3 1ti (MIN SLOPE=0.010 FT/FT) # i 2. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC, CABLE AND TELEPHONE COMPANIES, GAS PROVIDER AND PROP. GAS SERVICE 0N -- -- SALEM MUNICIPAL UTILITY DEPARTMENTS TO VERIFY THE LOCATION, SIZE AND TYPE OF ALL UTILITIES PRIOR TO (TYPE AND SIZE BY o CONSTRUCTION. THE CONTRACTOR SHALL GIVE SAID U11UTY COMPANIES ADVANCE NOTICE OF WHEN THE UTILITY LINES UTILITY PROVIDER) �- FF=10•4 z c WILL BE INSTALLED. 33 10.3 LIMIT OF FEMA FLOOD ZONE 'AE' (ELEV. i 10. 10) AS ILLUSTRATED ON THE FIRM MAP o , 25009CO-419G, WHICH HAS AN EFFECTIVE DATE OF JULY 16, 2014 (TYP.) o� o -14.3 O/ z a � FF=14.3 SMH RIM=10.1 BM- SPK IN UTILITY POLE / CL W -j PROP. 1" COPPER 33 INV (4" IN)=3.5 ELEV.=9.49 N / (TYPE K) DOMESTIC INV (6" OUT)=3.2 ( AVD 88) / �-- Lu ^ (� �° 0 G WATER SERVICE OVERHEAD s _ ~ (SIZE M BE VERIFIED WIRES (TYP.) s N �a" �° G W = z o LiJ WITH MEP ENGINEER) c oHW / 5 UU - N �� Y o A .. cn- cn 9.2 ) - o•- Lj M VCG (0° REVEAL p _ D.•- - G R MR M S ® LL. 00 Z SER1fl( s G `NP 1�" 5�. CB WLU IN APPROXI D - TO REMAIN / s RIM=7.9 �-- �n DRAIN (___ b -- G -� � v D. � wso oHW oHW Vcc 0' E - D - D - 8" Cl GAS MAIN (GECORD_�_ G - -- G S W Q I' o �� ° 11UTY`TTYP j - p - D df- - G G E �sT s s 12 DRAIN p - _. p -- G S T �"�_ s /Ep SMH �.LI CB- A - -- D -- G -'� L s S DMH RIM=8.6D- D � RIM=9.1 INV=-2.4 ` RIM=8.3 ® s D G A N 33� c' S - S15" SEWER MAIN WSE=4.6 � c .---� s- " o �-MH INV (A)=2.5 � G 1 '`' RIM=9.0 INV B =2.4 �Q- s GAS SERVICE ( ) ----a�o �--------- wso BM- HYDRANT HEAD TO REMAIN WSE=3.6 G - G '�� W -------- - -- 'J �, EP ° BOLT ® '0' IN OPEN WATER SERVICE ------ sW ® S S c� PROP SEWER CONNECTION ELEV.=11.59 (NAVD 88) TO REMAIN EXIST. INV = -2.6f PROP. DRAIN MANHOLE PROP. INV = 1.00 Z DMH INV. NEW 8"=3.8 CB RIM=8.6 PROP. 1" INV. EXIST. 18"=2.9f Q w Lo RIM_ INV (A)=3.4 CORPORATION STOP (VERIFY IN FIELD) . J W E=4.9 SMH INV (B)=4.3 Z C3 o I RIM=8.4 INV (C)=4.0 PROP. 4" TAPPING PLAN Q U INV=-2.7 INV (D)=3.1 SLEEVE AND VALVE SCALE: 1" = 20' _ _ Q J o 0 10 20 40 CD z 0 PROJ. #3760 2" SO. WOOD POST CATCH BASIN c 6' O.C. GRATE z WRAP ATTACHMENT CORD AROUND �pw CATCH BASIN 0 , POST TWICE FLOW_., ...�'' GRATE "' w 8 ANGLE WOOD POST CATCH BASIN SILT SACK z z €3 CC 0 SILT SACK k��°�° z0 � �'� SLIGHTLY UP ^ , ry cn a SLOPE z zo - �/ y w � Fl_ z Lu'7 DOWN SLOPE old 4 s EXPANSION •' : y �° z RESTRAINT 1" REBAR FOR ` �� BAG REMOVAL u �F zcoii4 wO0rz 4 LB/FT "U" SECTION PLANg LL 4� 4 w � �� CHANNEL BURY FABRIC 6" MIN. IN (GALVANIZED) GROUND. DO NOT PUT SPOIL NOTES: z cn W » ON WETLAND SIDE OF FENCE. 1. INSTALL SILT SACKS IN EXISTING CATCH BASINS. INSTALL SILT SACKS IN 0 2 o 1 1 1/4„ NEW CATCH BASINS AFTER INSTALLATION. z z NOTES 2. GRATES TO BE PLACED OVER SILT SACKS. J a O d 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM n ao 1. SILT FENCE TO BE INSTALLED AROUND LIMIT OF WORK TO EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED WHENco PREVENT OFFSITE MIGRATION OF SEDIMENT DURING \ CONSTRUCTION. r DEPTH OF SEDIMENT IS WITHIN 6 OF GRATE. o w 31/2" SILT FENCE SILT SACK SEDIMENT TRAP NOT TO SCALE POST SECTION NOT TO SCALEyA 575 Y N.T.S. �4 a 0 ,8 SIDEWALK o OR FIN. SIGN GRADE �_ .Q,N o� NUT AND owwoo LOCK WASHER SEE SIGN 5/16" MACHINE VAN DETAILS SCREW OR BOLT ACC SSIBLE VAN ACCESSIBLE 3'-6" a' SPACES ONLY POST MOUNTING PARTIAL ELEVATION N N U p d � N Z N 4" WHITE STRIPE (TYP.) m m m m a Z PAINTED 0° o o WHITE Y o �;; SYMBOL ¢ w a ACCESSIBLE PARKING SPACE SIGN N m 0 N NOT TO SCALE- 24' (TYP., UNLESS NOTED OTHERWISE) U 0 0 1 v 3" cn Z 6 O �4 fn Z O 18' (TYP.) > a w cr- En �L o 1. PARALLEL SPACES SHALL BE 8' X 22'. NATIONAL STANDARD ACCESSIBILITY SYMBOL PARKING SPACE STRIPING NOT To SCALE RZ7NOT TO SCALE V / Z . J V 4" WHITE STRIPING 2'-6" (L Ln �J O.C. AT 45' IN LOADING W _ AREA (TYP.) W Z U) K' I— LiJ � o z D W � w z ¢ a. Q ._.I 04 4" WHITE STRIPE (TYP.) a > N W Q z N Z ' %C 1 " BITUMINOUS o 0° o N J Lei_ o a- SURFACE COURSE a_ ` , 2" BITUMINOUS Q W. 'n L LJ � :z 0 0 o ca a BINDER COURSE < Lijw NATIONAL STANDARDLli a � ACCESSIBILITY SYMBOL Q q a 8" COMPACTED GRAVEL PAINTED ON PAVEMENT v V) n BASE COURSE 0 o a O 1 • SIGN cn Rl M I M -- I M — -- TYPES OF PAINT COMPACTED SUBGRADE 1. OIL/WATER BASED (REMOVE ANY ILLICIT FILL130 PER LINEAR FOOT 18'-0" (TYP.) PAVEMENT SECTION MATERIAL AND REPLACE 2. THERMOPLASTIC NOT TO SCALE WITH 95% COMPACTED FILL) $2.50 PER LINEAR FOOT 3. 3M REFLECTIVE ACCESSIBLE PARKING SPACE $3.0OPER 'LINEAR FOOT NOT TO SCALE NOTE., NOTE: THESE PRICES ARE PAVEMENT MAX SLOPE 2% IN ESTIMATES ONLY ALL DIRECTIONS. = Q �— o UJ z 0 z U 0 PROJ. #3760 8" 0 BEEHIVE GRATE AND AREA DRAIN ASSEMBLY CROSS COUNTRY UNDER PAVEMENT BERM=10.30 - /r� RIP-RAP OUTLET COMPACTED PROTECTION INV= 9.50 \\�\�\ \\ 4 LOAM & SEED ROADWAY SURFACE INFLOW FROM ROOF LEADER—�- 6" LOAM AND SEED -, t Z 6" PVC \�� BOTTOM OF BASIN = 8.50 \�� o�,- SEE DETAILSECTION O W F- cn U ALL DRAIN MANHOLE COVERS (S=1.0% MIN) INV = 8.00\//� .'.................................................. ......... \� a 4 p w F FzN� (/� Zj O SHALL BE INSTALLED TO CONFORM \ � �� V� . ........ ... p z w COVER & FRAME /� —— '2 WITH PITCH OF ROADWAY AND FLOW ^^ ll v g �' FLUSH WITH ROAD SURFACE ASSEMBLY: INV = 7.25 _ 6 PERF PVC (LAID LEVEL) _ w� STRUCTURAL BACKFlLL COMPACTED W Z n. USE EQUIVALENT TO EJIW INV = 7.00 / � � � 4J ::;: TO 95% IN 12" MAX. LIFTS (TYPE A3) �: -' w - ¢ o CLAY BRICK COURSES MODEL NO. V1418/V1600-2 \\ N ¢ :may Z _ � � Y zD Of TO FINISHED GRADE /�� /,��/���/�� i. /i / . /\ \ \ \�/i /i /\�/i�/i�/i 8" PVC PIPE (SDR 35) o � o �' w v AS REQUIRED PROPOSED FINISH GRADE o H zz .. " ? z SAND CUSHION TYPE �� 0 g ( ) ""-1 WASHED FILTER FABRIC INV=7.25 ;r, ( Al)) r � j _cc go CRUSHED STONE �, PIPE z (OR EQUAL) PRECAST FLAT TOP NATIVE SOIL 9" MIN. (EACH SIDE) 3 = w Q �— ORECONE SECTION CONSTRUCTED WETLAND °' ,� n° NOT TO SCALE / t v ••� 24 DIA. GRANULAR FILL PASSING 1 2" AND � ��' SHORING _ w PRECAST RETAINED ON N0. 4 SIEVE (TYPE A2) �� w p F ¢ ° �— RING SECTION AS REQUIRED (SEE NOTE) o t ot0 ZZ rn STEPS 12" O.C. 6" r w g agar d J 24 WIDE X 12 DEEP STONE 0 12 rr= _ IN EARTH 8" �: . PRECAST- MANHOLE SHALL � CRUSHED ST01NE) 2" WASHED 112-2 CONFORM TO ASTM 00 .a SPEC. NO. C 478-82A DENSE GRASS COVER rl LEDGE USE TYPE S1 SUBSOIL FOR__,�r ' PAVED P 3! REMOVE AND REPLACE OF ,�SErrs g" ARKING UNSUITABLE SOIL MATERIALS NOTE: USE SAND BEDDING FOR 49,'MAX 3 MIN. OR WATER, FIRE AND GAS SERVICE � o `�' � D+2' WHICHEVER INSTALLATION. �� o ' 4 PRECAST �:�A.;,,;�Y.:•_ � � NON-WOVEN GEOTEXTILE r.`�= �r:. IS GREATER U. o z 8"DIA RING SECTION FABRIC (BOTTOM AND co z 18"DIA WITH OR D PE�NNI PIPE NG SIDES ONLY) wwoo GRASS & GRAVEL FILTER STRIP UTILITY TRENCH DETAIL a • „ (NOT TO SCALE) (NOT TO SCALE) doo 6" COMPACTED CRUSHED STONE BASE 48" rn r- TYPICAL DRAIN MANHOLE � CL cn o 0 (NOT TO SCALE) CURB BOX SET TO GRADE SHALL BE a o V) Z N m a z CONTROL GATE EXIST. GRADE = FINISH GRADE r m m VALVE AND BOX 0 Cie) w ¢ w a a TAPPING SLEEVE PAVEMENT FINISH GRADE 1REAZMENT VARIES) EXISTING PAVEMENT `_ C3 0 a `U" a CURB (SIZE BY PLUMBING BOX ENGINEER) CURB ¢ CUT AND CONFIRM 6" CLDI Z CORPORATION EXIST WATER STOP WATER MAIN v STOP SERVICE " `i EXIST cn 'O WATER 1" FLEXIBLE z MAIN COPPER SERVICE N z As O .a TO BUILDING NOTES: w m 4 1. EXISTING WATER SERVICE SHALL BE SHUT OFF AT EXISTING CURB STOP AND cn W CLDI PIPE (SIZE BY SERVICE LINE CUT AND CAPPED JUST BEYOND CURB STOP. o NOTE: 40 `"y PLUMBING ENGINEER) 2. TAP EXISTING WATER MAIN WITH NEW CORPORATION STOP AND INSTALL NEW CONTRACTOR SHALL USE NYLOPLAST CURB STOP AND CURB BOX WITHIN EXISTING SIDEWALK 8" DUCTILE IRON DOME GRATE ' (PART No. 7001-110-206) 8" DUCTILE CONCRETE THRUST BLOCKS 3. SAW CUT EXISTING PAVEMENT AND SIDEWALK TO MINIMIZE REPAIRS. REPLACE o ASSEMBLY SHOWN ABOVE, OR IRON DOME ASPHALT PAVEMENT AND CONCRETE SIDEWALK TO MATCH EXISTING z APPROVED EQUAL GRATE TAPPING SLEEVE & GATE VALVE ELEVATIONS. DETAIL NOT TO SCALE WATER SERVICE CORPORATION 8" INLINE DRAIN OR NOT TO SCALE 8" DRAIN BASIN BODY TOP Cn Z NYLOPLAST 12" DOME GRATE AREA DRAIN DETAIL U Q (NOT TO SCALE) Q_ W J W BEARING i z N � M co FACE W o Z JAW c� M U 1 - DRAIN BASIN TO BE CUSTOM CONC. THRUST BLOCK TRENCH BEARING FACE CL Q Y `- c MANUFACTURED ACCORDING 0� O ? Z TO PLAN DETAILS. a �� �� ••:� OHO J Q •� N n¢.W 2 - DRAINAGE CONNECTION STUB _ ? NYLOPLAST DOME GRATE J�O '� '°� WATER MAIN . LJ JOINT TIGHTNESS SHALL ' °Dz � (SEE DETAIL) O� .��"y'.�.:- • e•� .a .•• ,,- CONC. THRUST BLOCK li oaZ CONFORM TO ASTM D3212 FOR aw. ¢ 5 o. :: c — rn ADAPTER :,ti r.• FLAG ROCK W •— N CORRUGATED HDPE (ADS .� z VANGLESARIABLE v �• ` :: % PLUG 0 W `�' N-12 a a': o' w BEARING W J � z� 0'-360' • ' w lEE FACE (n BEND ANGLE BACK FILL VARIES � :'`- ''�• • •�� f'_ • '' BEARING PLAN ELEVATION N FACE WATER MAIN BACK FILL WATERTIGHT JOINT BEARING FACE ELEVATION NOTES PLAN (CORRUGATED HDPE SHOWN) � : 8" 1. ALL WATER MAIN FITTINGS, BENDS, TEES, PLUGS ETC. SHALL BE RESTRAINED W/ THRUST BLOCKS EXCEPT WHERE NOTED. MIN. BEARING FACE AREAS FOR THRUSTBLOCKS THE HEEDBAC STOFILLNE MATERIAL SHALL N 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST Z CRUSHED STONE OR OTHER GRANULAR UNDISTURBED EARTH. 90' � 45' 22.5' TEES PLUGS CAPS HYDRANTS � MATERIAL MEETING THE REQUIREMENTS *NYLOPLAST DRAIN BASIN SHOWN. APPROVED OF CLASS I OR CLASS II MATERIAL AS 3. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLOCK CONCRETE SHALL BE 3,000 P.S.I. 0'-6" 8 5 6 4 4 4 4 EQUAL PRODUCT MAY BE USED. DEFINED IN ASTM D2321. BEDDING & -4. KEEP CONCRETE CLEAR OF' MECHANICAL JOINTS. U BACKFlLL FOR SURFACE DRAINAGE 0'-8" 12 8 5 6 6 6 6 U INLETS SHALL BE WELL PLACED & THRUST BLOCK DETAIL *AREAS IN SQUARE FEET o NYLOPLAST AREA DRAIN COMPACTED UNIFORMLY IN ACCORDANCE (NOT TO SCALE) (NOT TO SCALE) WITH ASTM D2321. O � V o PROJ. #3760 I 9- 11 Franklin St. i ,i —I PLANT SCHEDULE 9-11 Franklin St Salem, MA -_ � � # Botanical Name Common Name Size/Form Remarks Shade Trees 5 Arer nlhnlm Reri Maple 7 5-3" Cal R&R Full, S mmetriral — ' f PRESERVE EXISTI�G Evergreen Ever Trees 1 1 Norway S ruce TREES 5 I 5 Ables concolor White Fir 6' 7' Ht. B&B fullsymmetrical, strong central leader Owner 1 3 Picea abies NorwaySpruce 6-7 Ht. B&B fullsymmetrical, strongcentral leader l 1 White Flr I 1/No rwa Spruce I 4 Plcea glauca White Spruce 6'-7' Ht. B&B, full, symmetrical, strong central leader _, -- - - -- -_ PRESERVE EXISTING 2 White S ruce I 10 Thu'a 'Green Giant' Green Giant Arborvitae 4-5' Ht. B&B, full, symmetrical, strop central leader I +, F -- -- - 3 White Fir I TREES Spire Investments + i , 1 White Fir ?' = 1 Norway Spruce j � � Beverly,Rantoul SAt. - -- _ 1915 -'— --�-- -=� � 2 White S ruce0 ' iy ,�� •-. y � __� 7•t, ..t.�i �,�' y r l:•Sr '��- ...i' a y �r- � 7 � �.. y :`•. ,� ,."k -r"�-r: kj-,d ,'y.. ,;.. - .I '-_ ,Y Y 1 ..' ,; `--Y�, rr, i f ,� 1 -...r� -'�. i'4-,. .�•:•,,�� h`wr.' < I4..-'Z,!_ 11 �d r..�:. -�•, ._ .- ' !r ;�,;''�' ,�., -�` Y � , _ A ! e . -. ..� _•.z tr•. � , _ - Landscape Architect % LUA1AN© •'T�r ., ;' ••. . .,• Fmk,. . . .. • ,�� .�EED�• ;, SE �D• �'••- �- 10 Green Giant Arborvitae J h. ry. r - .. ':� _ � '{••' •` Red Maple Jr `11 r r 1 a 1 Radner Design PLAN \ l a.:•- Associates Inc. 11 N 0 TES NG .. � � • r i 945 Concord j -' ,• - . •,.••' ord Street, Suite 100 1. FURNISH AND INSTALL PLANTS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITY OF SHRUBS GRAPHICALLY SHOWN ON r Framingham, MA 01701 L S. THERE IS A DISCREPANCY BETWEEN PLANT LIST QUANTITIES AND GRAPHICS, THE GRAPHIC SHALL TAKE PRECEDENCE. ___ ' ;.• f. — i r 144 2. PRIOR TO 11iE START OFEXCAVATION . :. :, , '- • � - FOR THE PROJECT BOTH ON AND OF THE 511E, THE CONTRACTOR SHALL NOTIFY DIGSAFE AND BE �` : --. ;.�' _ - ::,... ,.�- • ••'.• ���•'. '�, 08 73ta Ia www.RadnerDesign.com PROVIDED A DIGSAFE NUMBER INDICATING THAT EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED. I � .•, ,• : :•' ,. ,r ,, , y • .: •••.. , . , • ' ••:. :• ,•_.'. ., ,.'• � ,'. g r 3. CONTRACTOR SHALL BEGIN 90 DAY MAINTENANCE PERIOD IMMEDIATELY UPON PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. I. =%� �',.' !i -1"4- '� - •r ` '"` 4. CONTRACTOR SHALL VERIFY TREE REMOVALS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START. •L j'` �+ •t r l� \. —r •• - 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS. I ' { ',, • ,' _.. r,.~::_4 �.--•~" , ---�- ._ ------"- .:;• . � •• � � ~ *. 6. MAXIMJM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED. ; I ,`` _ _ _ ' ' •' '' r 7. PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADES BEFORE DIGGING. I '' /` ' r /• �' P , - - �*- 8. PLANT MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED 8Y THE AMERICAN STANDARD FOR NURSERY STOCK , PUBLISHED BY ___-_----- h, :>: ,•' ;, -`�' -. -;--- , .�. , - /' 4 ••..•,•: • • .• •;• • '.•.• :'' ••••:•`•• �• THE AMERICAN ASSOCIATION OF NURSERYMEN 9. PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. 10. MULCF• FOR PLANTED AREAS TO B AG PINE ARK - — r E AGED I E B PARTIALLY DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS ,'' •{,. .' 1 +, II �\,,, 'A = THICKER THAN 1 4 INCH. r -.: , -- - -- U' 11. PLANTINGI I y{ `` -- - - -- -"- _ SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED MANURE PROPORTIONED 5 C.Y. TO 1 C.Y. OR EQUIVALENT. USE OF :; ,� j I PEAT MOSS IS PROHIBITED I { - 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE PLANT MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE. REQUEST THE '•:�' r / -= ' LANDSCAPE ARCHITECT PROVIDE A WRITTEN LETTER OF ACCEPTANCE UPON COMPLETION OF EACH PHASE. 13. PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AT THE NURSERY, AND AT THE SITE. P � I � - `- - ' ' • •''.,- , .; '::,•;•' :'•,:�':; "� �•` -`� } �, 14, LANDSCAPE ARCHITECT TO FLAG TREES TO BE TRANSPLANTED PRIOR TO CONSTRUCTION START. �� , , •„ ,{ ,. ' y, �,,, _ , � I I � �- • .�� =:, '• • �_�- 15. AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT OTHERWISE DEVELOPED SHALL BE LOANED WITH TOPSOIL TO A MINIMUM DEPTH OF 6 , AND SEEDED WITH A MIX CONSISTING OF 40% PERENNIAL RYE GRASS: 30% CHEWINGS FESCUE: 30% KENTUCKY BLUEGRASS J - ___---• I + ;.:;; ;--�,•;: •'j. 1fi. SCREENED IMAGES SHOW EXISTING CONDITIONS. WHERE EXISTING CONDITIONS LIE UNDER OR ARE IMPINGED UPON BY PROPOSED BUILDINGS ,I ' �" _'- �_ - --- 4 yy , III �II� I '} •: : : ;. .,-•� : '`I,' �':/i��-_�` �) AND/OR SITE ELEMENTS. THE EXISTING CONDITION WILL BE REMOVED. ABANDONDED AND/OR CAPPED OR DEMOLISHED AS REQUIRED. _ •' I _• 17. THERE SHALL BE NO SUBSTITUTION OF PLANT SPECIES WITHOUT AUTHORIZATION BY THE LANDSCAPE ARCHITECT, 1A. NO PIANTINr ';HAI I RF INRTAi I Fr) RFFORF A(NCFPTANCF OF RAI1t'H r.RAnINr. 19. PLANTS TO BE THOROUGHLY WATERED AFTER,INSTALLATION, AT LEAST TWICE WITHIN THE FIRST 24 HOURS. ' i `•/"�,�,, 1 � i t II I it 1 1 REMOVE WHITE ASH TREES i DO NOT CUT LEADER l I I 4 TREE WRAP SHALL NOT BE USED =i Q.6 j 10..2 TREE SHALL BE SET PLUMB -�.•� ' I� WATERING SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES ABOVE FINISHED GRADE AFTER SETTLEMENT l � _� 10.E r ell ` II ' 2-3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY I I II FROM TRUNK OF TREE) _-_..E---1C.5141.4 _ Revision: BACKFILL MIX PER SPECIAL PROVISIONS r., I +` I�� 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT m I I y II �I II r n t CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. i a COMPLETELY REMOVE SYNTHETIC BURLAP do LACING Drawn: mr 6 INCHES _III-TI- 4 I I BELOW +I ROOTBALL I I ROOTBALL SHALL BE PLACED ON UNDISTURBED SUBGRADE ROOTBALL -1 _ - �- -- --`- II•I I, II II Scale: 1"=20i_011 3 X ROOTBALL DIAMETER 1 ,, I +r� - ��-__---_+-1 G.3 II I (I II O��Cls�UOUSE TREE PLANTING LE WATERING SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING -/` 1 _ --_ 1-__--_ y I ) �•/ ' �I ISSUED FO R TREE SHALL BE SET r'l UM0 SITE PLAN REVIEW .- DO NOT CUT LEADER 2-3 INCHES NOT FOR CONSTRUCTION \{ / PUl MULCH AWAY PINE BARK MULCH _ _-�� C, I �- I 1-�� - � i, _ • - -' � -O r,, FROM TRUNK OF TREE) Sheet Name: _ - TREE SHALL 0E PLANTED r r BACKFILL MIX PER SPECIAL PROVISIONS / �� _ - I ,, �,' r , — _ - .�. ' ' LANDSCAPE P LA N LANDSCA '? -- / THAT CROWN 15 3 INCHES ABOVE �t` \� I ���� ; L- -;- - - t ,/ 1 g'7.2'� r ` - � C�� I T r=-:;j:.• _ G - � � . FINISHED GRADE AFTER ', tJ.2 % .. l r' _ SETTLEMENT - '¢ 1 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT I I , I t\ . CUT do ROLL BACK 113 OF BURLAP BEFORE BACKFTLUNG. _ _ " ,•;d-r=_= I_ - ./ S COMPLETELY REMOVE SYNTHETIC BURLAP do LACING '',, 'ly - _� � �, _ •�Y'� -���'�vd =- -�;=-r - _ _ r, -�;- ` �I �" -''J �� Project No. : 19- 12 6 INCHES =1 111111117 - i1 - G 11111 BELOW ROOTBALL I I I '�' ROOTBALL SHALL BE PLACED ON _ - - - - r�" Issue Date: �" . S -- -, UNDISTURBED SUBGRADE ROOTBALL -- _ '- _ - 06 . 2 0 . 2019 �' 1- S - 3 X ROOTBALL DIAMETER "'�-_ �� '�`c - —�-� 0' 20' 40' �� �, Sheet No. : EVERGREEN TREE PLANTING NOT TO SCALE '-�'" �� L 1 NORTH Drawings and Designs©2019 Radnor Design Associates, Inc. ARCHITECT PITMAN & WA"LEY ASSOCIATES LLC ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM,MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 173'-0" PROJECT TEAM GENERAL CONTRACTOR BALD HILL BUILDERS [� 25 WALPOLE PARK SOUTH, UNIT 10 861-0" WALPOLE, MASSACHUSETTS 102081 781-806-5951 CIVIL ENGINEER -- THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 101923 978-777-8586 UP OFFICE 1 16'-1"X 12-0" LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 I FRAMINGHAM, MASSACHUSETTS 101701 508-736-6144 i SI LE USER O O O A RESTROM 8'-0•X T-1' - I O I SINGLE USE�(2 I p6 !-'6 I /SINGLE USEtZ SINGLE USER�� I ADA RESTROQ EMPLOYEE 1F�:] 'DA RESTROM AC'A RESTROMI I CLEANING ROOM 6'-0•X 10'-8.j BREAK ROM T-(r X 8'-0 VT X8-0 Itr-0"X 10'-8• - / 0 / INGLE USER �� i • AD RESTROOM SPECIALTY EQUIPMENT/ 11 1 8' "X T-1" EXTRA STORAGE 10'-6FXIT- I - 14'-9"X 14'-0' m I UNIT#2 GARAGE UNIT#2 GARAGE i r I WAREHOUSE I WAREHOUSE O i 25'-Y X ST-(r 3T-10"X 5T-0' LO I CORRIDOR UP 1 I i EMPLOYEE LOCKERS i I WASH OFF i I I UNIT#2 GARAGE I I I STATION Iw I WAREHOUSE 6'-0'X 91-6' PRODUCT ROM SUPPLY ROM I� I 25-5'X 5T-0' I T-0"X 6'-0^ 9'-0'X 6'-0' I O I 1 EL ROOM AL 8'-0'x 1r-0• r------1 -------- ----- I 1 I OFFICE 22'-9"X 44-4• I O O SPRIOM NKLER O O i 1 I I I I I I i 1 RECEPTION 14'-10"X 23'-10' - - - - - O 00 Cl) O W W = W GARAGE/WAREHOUSE W W 56'-0'X 6r-4' 0 O c ■ C� JO Jo --------- -- ---------- - -------- J m • I I I 1 Z 0 Z I I 1 I I I Lu 1 I I I I i � � �� � �► 1 I I I I 1 O I LL Z LL Lu I 0 I I 0 I I I r Q J I I 1 I 1 I 01PROPOSED FIRST LEVEL PLAN BUILDING LEGEND PROGRAM DEVELOPMENT SQUARE FOOTAGES: DRAWING TITLE 1/6•=1-0" PROPOSED FLOOR PLANS UNIT#1 /UNIT#1 MEZZANINE FIRST LEVEL: ( UNIT#2/UNIT#2 MEZZANINE UNIT#1: 5,291 SQFTUNIT#2: 2,335 SQFT UNIT#3/UNIT#3 MEZZANINE UNIT#3: 3,112 SQFT COMMON BUILDING UTILITIES TOTAL: 10,939 SOFT OPEN TO BELOW MEZZANINE LEVEL: UNIT #1: 1,020 SFT DRAWN BY Z.MILLAY UNIT#2: 653 SQFT CHECKED BY P. PITMAN UNIT#3: 1,201 SQFT ISSUE DATE TOTAL: 2,874 SQFT PLANNING BOARD 06/20/2019 TOTAL BUILDING SQUARE FOOTAGES: LEVEL #1: 10,939 SQFT SHEET NUMBER MEZZANINE LEVEL: 2,874 SQFT Al 0' 5' 10, 15' TOTAL: 13,813 SQFT ARCHITECTURAL © Pitman&Wardley Associates LLC.2019 ARCHITECT PITMAN & WA"LEY ASSOCIATES LLC ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM,MASSACHUSETTS 01970 978-744-8982 173'-0" PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET 86'-0" e BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR BALD HILL BUILDERS 25 WALPOLE PARK SOUTH, UNIT 10 WALPOLE, MASSACHUSETTS 102081 781-806-5951 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 101923 978-777-8586 LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. 945 CONCORD STREET, SUITE 100 -' FRAMINGHAM, MASSACHUSETTS 101701 `OM '< I 508-736-6144 m ua PRIVATE up (n ESTROOM OFFICE v� 0"x 12'-10" 11'-0"X 1 T-10' < Oy O Ln OPEN TO BELOW OPEN TO BELOW OPEN OFFICE II 1I T-10"X 12'-2" i -------- PRNATE UNIT#2 UNIT#2 OFFICE I MEZZANINE MEZZANINE 14'-10"X 24'9" I 15'-6'X 38%0' 23'-5'X 5T-0' O OO' C) I O e O O Z O OPEN TO BELOW LU W W � 0 � Z Q Z r- . vJ0 Jo J Z 0 Z Q ZQZ Q ., W w Z W M u- Z L- W nPROPOSED MEZZANINE LEVEL PLAN 1 118"=1'-0" BUILDING LEGEND PROGRAM DEVELOPMENT SQUARE FOOTAGES: DRAWING TITLE PROPOSED FLOOR PLANS UNIT#1 /UNIT#1 MEZZANINE FIRST LEVEL: UNIT#2/UNIT#2 MEZZANINE UNIT#1: 5,291 SQFT UNIT#2: 2,335 SQFT UNIT#3/UNIT#3 MEZZANINE UNIT#3: 3,112 SQFT COMMON BUILDING UTILITIES TOTAL: 10,939 SQFT OPEN TO BELOW MEZZANINE LEVEL: UNIT#1: 1,020 SFT DRAWN BY Z.MILLAY UNIT#2: 653 SQFT CHECKED BY P. PITMAN UNIT#3: 1,201 SQFT ISSUE DATE TOTAL: 2,874 SQFT PLANNING BOARD n6/90/201A TOTAL BUILDING SQUARE FOOTAGES: LEVEL #1: 10,939 SQFT SHEET NUMBER MEZZANINE LEVEL: 2,874 SQFT 0' 5' 10, 15' TOTAL: 13,813 SQFT A2 ARCHITECTURAL © Pitman&Wardley Associates LLC. 2019 I � ARCHITECT PITMAN & WA"LEY ASSOCIATES LLC ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM,MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR BALD HILL BUILDERS 25 WALPOLE PARK SOUTH, UNIT 10 WALPOLE, MASSACHUSETTS 102081 781-806-5951 CIVIL ENGINEER THE MORIN-CAMERON GROUP 66 ELM STREET DANVERS, MASSACHUSETTS 101923 978-777-8586 HORIZONTAL METAL CLADDING ALUMINUM BREAK METAL TRIM LANDSCAPE ARCHITECT RADNER DESIGN ASSOCIATES, INC. / METAL AWNING(TYP.) 945 CONCORD STREET,SUITE 100 METAL VERTICAL CLADDING FRAMINGHAM, MASSACHUSETTS 101701 S E R V\ ,PRO METAL PANEL CLADDING 508-736-6144 (D -- w S I G N A G E S I G N A G E z o � i J m - - - _ SIGNAGE ' MEZZANINE FLOOR ELEVATION / / LLB — — MEZZANINE FLOOR ELEVATION N co10 CI / / STONE BASE C) fV MAIN FLOOR ELEVATION MAIN FLOOR ELEVATION 12-_oll — ALUMINUM STOREFRONT WINDOW ASSEMBLY (TYP.) GLASS OVERHEAD DOORS (TYP.) PROPOSED FRONT ELEVATION 1 = i Z O METAL ROOF(TYP.) C ALUMINUM BREAK METAL TRIM METAL VERTICAL CLADDING W = W W W Of ., W z Z Z o � J m • m z J Q O N MEZZANINE FLOOR ELEVATION Ch z Q Z w ALUMINUM GUTTERS/DOWNSPOUTS W w/ � A/ o (TYP.) Li. LL 1 el STONE BASE 1i. LL. Z L W MAIN FLOOR ELEVATION MH — — _ W !, J r Q n PROPOSED RIGHT ELEVATION DRAWING TITLE va�=r-o•� PROPOSED ELEVATIONS DRAWN BY Z.MILLAY CHECKED BY P. PITMAN ISSUE DATE PLANNING BOARD 06/20/2019 SHEET NUMBER A3 0' 5' 10' 15' ARCHITECTURAL © Pitman&Wardley Associates LLC.2019 ARCHITECT PITMAN & WAIWLEY ASSOCIATES LLC ARCHITECTURE & DESIGN 32 CHURCH STREET SALEM,MASSACHUSETTS 01970 978-744-8982 PROJECT OWNER SPIRE INVESTMENTS 5 RANTOUL STREET BEVERLY, MASSACHUSETTS 101915 PROJECT TEAM GENERAL CONTRACTOR BALD HILL BUILDERS 25 WALPOLE PARK SOUTH, UNIT 10 WALPOLE, MASSACHUSETTS 102081 781-806-5951 --- CIVIL ENGINEER ~ THE MORIN-CAMERON GROUP 66 ELM STREET -6 W DANVERS, MASSACHUSETTS 101923 nn _ 978-777-8586 LIt�J Z LANDSCAPE ARCHITECT p J RADNER DESIGN ASSOCIATES, INC. -1 M 945 CONCORD STREET, SUITE 100 CD MEZZANINE FLOOR ELEVATION m FRAMINGHAM, MASSACHUSETTS 101701 N ___ ----- 0 508-736-6144 co OE: CD EIF jk MAIN FLOOR ELEVATION p"LA ` �T11 I I I I I 111i MECHANICAL UNITS n PROPOSED REAR ELEVATION Z O Cn W = W W (/� W w o 00 J m m -1 J Q MEZZANINE FLOOR ELEVATION O _ N M — — — z Z LLJ Z N Z U. uj � a III � Q MAIN FLOOR ELEVATION _ - \j I I I I I 11111 LLI lio `\ I I I I I I I I I I I I w ,t- - 1 , C9 M a. an cl) n PROPOSED LEFT ELEVATION DRAWING TITLE ,�8•=,-0- PROPOSED ELEVATIONS DRAWN BY Z.MILLAY CHECKED BY P. PITMAN ISSUE DATE PLANNING BOARD nsi o12njg SHEET NUMBER A4 0' 5' 10, 15' ARCHITECTURAL © Pitman&Wardley Associates LLC.2019