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'y.�' `�: y t4 .�. t t ' . t ..� -� .= I 1 4��� y` " z u'• m ro tt {{ UNITED STATES GEOLOGIC SURVEY MAP SALEM, MA QUAD 2012 � a...� cn Isf� o w o a a REFERENCES: 1 . ZONING DISTRICT IS NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED o USE DISTRICT. T , 2. SITE IS SHOWN AS PARCELS 91 , 97 AND 96 ON ASSESSORS MAP 26. RECEINfED a, � o Ln °{ 3. OWNERS OF RECORD e,r-C, 158 `%04 W Q °m' °0 3Ln PARCEL 95 -- #67 MASON STREET R.L.B. REALTY TRUST DEFT (? ih_i�!..* , : ' _.A � � Z� tmn ' DEED REFERENCE: BOOK 17869 PAGE 552 COMML a0 WZwOZ `. PARCEL 97 -- #71 MASON STREET R.L.B. REALTY TRUST ? OS � QO 3 DEED REFERENCE: BOOK 17869 PAGE 553 PLAN REFERENCE: BOOK 3235 PAGE 232 AND BOOK 5584 PAGE 770 PARCEL 91 — #72 FLINT STREET SALEM SUEDE, INC. ; DEED REFERENCE: BOOK 6690 PAGE 89 ,P�tH°` ✓qS ���_ �,r' PLAN REFERENCE: BOOK 2092 PAGE 189 AND BOOK 3240 PAGE 256 ��'` o RICHARD L. G WILLIAMS `r^ 4. 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I ......­ ---)�.2.1.8 ,,,- -------­­­-­-, -­­ .�-W '11 �-- 'e�, .� ­­-�-­­ ­­­ .�'V!P-1 4��7 / i �\1 � -�,----1 'I., .1 . ig- 1 .� 11 --- w­'I'i 4. . . - . , ." ,�,.;�, -,,P-­--.Er...VG-SEWER SEWER ......-_ °'-°--0 ,y-F•._.••-0_ ,.._'.$'WATER_Jr •`ti' s'/.•-r',, .....y.... .- > •F .� OMIT j -/Rt, ►ClTI'• 10.52{;I-, EXISTING`'.t `N •I , MAP• �I*CURD "-`f >- 73 COTING BANK EXISTING-ti,D .._.._-..___._». =i: •• Cil• •• • `+--'•—.._.._ `T•._.`_,`.-•'1`k "L_...._..,.,•z}—... -1 • - ' •_.._"--'• •.....-[......__.._;i... • • • i`;,._,.-' ...__.__..`':t::.:-.a•_-• • ti RICHARDWILLIAMS• ti.,,.,• - ­.;..�. -—-4 , __ — ;. . ._ _— —., . -- H`- I - . - - , - -- ­ � , "i" ­­ --�7 1 ­- .1 I I T" < cf) <1 a — . _ 1I 4 .......... —.Y # 64 LL f # 62 r EI ............ PARKING TABLE ...............— ...... . ...... SPACES < .......... ..........- ........... ............. ------------ LOCATION PROVIDED 81 LU . ..... OUTDOOR SPACES SPACES —j < 9- �R- COVERED GARAGE SPACES 1, tit 152 p 00 # 65 AND SURFACE PARKING # SPACES )IG" #3Y. AT BUILDING LU B-L-1 w�:� — z Uj L.0 uj # # 77 FF—' 2'�.25 # 75 #73-#73 1/2 0 —j OF=16. 49 C) 5 000 IS.F. COMMERCIAL PARKING DECK SPACES SPACES OFFICE SPACE z 0 Ln F�- -W Ledge Hill R T. i 0 Mack Pork I Brennan, 1'r. 282 -j LU Richard v) TOTAL m ondom MU z • C CL U 89 10 .. ...... j4j(;�.j kIVAT 0 ER A T WALKWAY —f f George E. Cobb Astero, D61qllannidis C) MIRB ....... LU 53-59 If V rj r 'j Ln 88 r4 3 Z Il A PARKING STRUCIURE 7 IEEE Boho nflon Uj PARKING TABLE U-) SPACES SPACES Ce. 85 86 L r.001f, 00niel & ....... USE REQUIREMENTS REQUIRED PROVIDED rW LIMi ER 1.)P. 1)0. U*) --rt<----------- �-4 .......... Judith H. RIVEFRONT RE' Little z 130 UNITS 260 84 RESIDENTIAL 2 SPACES/UNIT X 2/UNIT= & Ebenda A SPACES LL- C: 260 SPACES 61 0 z ATG A 6 L. PARKING A-" vey 4 0 _j- AT p U'j z -------------......... !;7E ............ E 1 10 0 M 14 PARKINGI I U 10 '56 EMPLOYEES SPACES 182 E t3 COMMERCIAL I SPACES/ EMFLOYEE js;�- 4 W U 10 SPACES z amp U 0 LA Z 1L z mzs. _j 0 0 Uj 'z /AyMr: . tZ 'LDG ------ Ln Ce LOCI FPA (100 FOOT OFFSEET < Uj 21 F R 0 12 SPACES FOR 12 U m 0- > 43 0- 01M P"E' EXISTING MI-1W' RESIDENTIAL SPACES :0 FF-21 .0 ABUTTINC, PROPERTIES # 80 ...... G.F sPA L ..--�A .4—z: :i gWD L 17 ci (-88.57- FOXOT ',--j!FF':1:-'E­T Ln Z FROM THE L"ISI'ING MHV4.01 232 282 # 79 E <D • ziis TOTALS I REQUIRED PROVIDED -------- n-v -A xT '1A Z"N-E (FEMA MAP FEIt At i�-'w E4,'"FED JUL"Y" 3, 2012" 11 2 AL o FEMA 100 YEAR FLOOD LEVEL (EL=10.81 NGVD) MAP NUMBER 25009CC)4,19G; MAP REVISED JULY 16, 2014 w -KWAY CrNCRM ........ 3 .......... 00Z to U P'r --- --- Uj oil ot. I ";�A q W, k LU % CO U TER (1,AHW) (El =4.4 NC3VE-1) -.'ING MEAN H!Gtjli WA OG Q vs 0 V 0 2 CONCRETE AY In , ' UL, 'o # 13 > # 73 < pp ce 0 0 CL LLJ ly Ica > L.0 FZ4 0"' TOP OF COASTAL BANK ALONG TOP OF EXISTING RIP RAP EMBANKMENT (PURSUANT TO DWW POLICY 92-1) 0 "A 4 we6 Ce 0C)o 0 L: C Cv S 0 Ex SE flu §1TRIlj-- -T EA'SE RA E INT S ; (v cti 0 kr — - U (.4j, J, a) LU .................. ........... LU ............ r (ij cli aj ................ V) Ln Ln f • --------- 0 ce- CY-1 0) 03 a ............... E t 3: z (V .............. q: ILI- .. ........ > ............. 0 ........ .......... N E .......... .......... REFERENCES: ...... ...... ............... .......... ..... ........ .......... 1 . ZONING DISTRICT IS NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED 0 ......... USE DISTRICT- co 00 2. SITE IS SHOWN AS PARCELS 91, 97 AND 96 ON ASSESSORS MAP 26. Z m co Ln < Ln 3. OWNERS OF RECORD 11 z a cL X. PARCEL 95 — #67 MASON STREET R.L.B. REALTY TRUST G > cL 0 (D LU DEED REFERENCE: BOOK 17869 PAGE 552 0 > z Uj z Cn 0 0 00 Ln z — PARCEL 97 — #71 MASON STREET R.L.B. REALTY TRUST NA DEED REFERENCE: BOOK 17869 PAGE 553 3: -L lie .5 PLAN REFERENCE- BOOK 3235 PACE 232 AND BOOK 5584 PACE 770 F';t— PARCEL 91 — #72 MASON STREET SALEM SUEDE, INC. LAN OF # 351 1347 DEED REFERENCE: BOOK 6690 PAGE 89 t RICHARD L PLAN REFERENCE: BOOK 2092 PAGE 189 AND BOOK 3240 PAGE 256 L. otic # 3 5 1 d CIVIL 4. A PORTION OF THE SITE IS LOCATED WITHIN ZONE AE (EL 10.81 NGVD29) No.40190 • —L—F`* AS SHOWN ON FIRM MAP NUMBER 25009CO419G, DATED JULY 6, 2014. WILLIAMSms En ' , # B -q. _...... .... - � i I O,o 1 TERM �F4' 61 5. VERTICAL DATUM IS NGVD 29. N'C"I r f r% #7-61 , )v --,L-'�j Led ge H 11 char 8, S LRid er,n 1, 0 I I W a_ s �� - I I - ., . i r- : Z ! r- -.. ...- . I .. .. I - . . T_ , . . I a - . w I .,r; " . , .. 1..; l__:) . - L-lix [14'_ . I Ir ' ".4 - I ­_ _� ..!, - ; I - &.r. . ... 1. I _. - I � - - .. .. _ .., " ; . 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L uj __ ,.--.,--... i . . _.. 1­1__­_...._;,;�_I , "I I "I, c`I �._ I y . _;, z - '. ,-- ,.-.".-, _�' .1, �: ! - I... _, �_' V, y .,. . _., e I v--%..,, __-1 ­­ A ­-.... . -4...........J I ;: __. . .- - - - *._. -_ .... _--y .,-.--,., ': _� . . .. -, - , f .��. ., - , .c NOTES: ..,.-.,.- __............_ . -,----------, ,-­,%­­-;--___ . .- _. I . . . ....... �.v .. I _� ; ,-..-- ,­­.: . ....... -:�-_! "'.11 : -J, v � v .. . . ! � .j �;_ -.1 _1� . . . . . - f...I- i _ " I __ . _ -* .____.__. � - k-'. .....- -I.. � .. ___ , - . ­. , . I i - . ; ,; __� ­ . - � '. -.-.--.. ! II,. __ - _..._ ­_. . ! ) . . - � . 11 . ., - . L ...­_- ,��N­­'�i- .-__. ; _k__A... . f -L _­'­ '. - --­_- . ., _� , ill.... , �-. 2 I _-T " _",� --------- � . .'?;., 1_­ , ..........-I.. _;6r�_1_..,_.__.._.__ ..A - '�-- �,:.-:---?�:;j�" ..-, -..."-. .. - ., '__- .....-.1.. �, . "_ .---. .: ? ol - 0 1 . THE FINAL DESIGN OF PROPOSED REIAINING WALLS SHALL BE ACCOMPLISHED BY A - r: .=:. I .- ,f � ! _ ,, ­`.-� , _., ._... -,-e- .,_.-k_.;._,N, -Ilk ---..., --A . !�_ -f-,-, ­,� .-..wd E �hfi_ ;�� MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER AND PERMITTED IN ACCORDANCE WITH THE . - "-"--4-- ... ___ . -**1­__ . . _,�..,.-,...--. I�_: .;;7, __.-*:, i -VAS19101IN E _. - ; I . .--.t.. -- "­I.:7.:r_ .­ __t--.-__5 a. __" ­., . - - *- - ­ , ,_ ,__�;-'­­___-, _- I * ­�'-"' :-, __ .j __ .........� ..j.�...... I -1 f ... ­.­­ .1 "W pw- �Z) L_ ,,;�,_._:".---.-..- - _- r ...... - ..__.4, - _, �`, _­-- - i - .. 0 z �­__J%__x _­- . ___... ,_____.... --.,f ... - ; . . ­- -- �� '18" 1 � �-.!"-;_�__ '. " "A M �r) . . - -.-- . .1 .. %­-­'­., .�- �-� . �-� __ _�, . ............... � ; ..;1 ._-1__--__-..___ __... I- 1. *,-- . .. � -_; . � REQUIREMENTS OF THE SALEM, MASS. BUILDING INSPECTOR. �-` ,­­- .- ...1.......... _1_v____ �_Iv -1 I , - I - - . . . �t _�_ . ..-. F - -,..---.,; ­­­...11- .,.-,.-., - ..--..k - 11 .., � "I _.. : 4 . I.-'_ - .1. � , - _�:_y---;-7,__- 1­_...�'.-­ I -,.,..-. _;<_--.__..__.. *,-,',_,-',:,r- ­. -..-. �. .L . - , . - � = -4­­-.��__Y---P,-,- ....... - ___ .----/ __ . - .1 __ _. ...... __ '.__- i - ._.- RICHARD L.. � , .._ 4'..., _ .I � .. I. _�- - -I.-,.......- -;�r....... I i- .1 -11.r. -, - F %�,...... ; __ ___­..... I 1. -,-' VVILLIA, S t� . , ... -.­__.__,­ ; """ - -......_ ,_!"..­­-,j...... __4 I __�.�..... .. ­­_ , ; ­......�,_____ ib - , .......... .. .............. N., _. ­. 2. FENCING SHALL BE PROVIDED AT THE TOP OF ALL WALLS OVER 4 FEET EXPOSED HEIGHT. -.-.-. . .., _ ...... . -...-. m _1�, . . .- ., _ "--.-,-. . "V - !. - __-___. / I- a CIVIL ---I .. .., .......... ,i _11........... .1 - .-:�(_____. .- . 0 _.- "­ . _... . - ...1� .. w __ _... 11 __ ___, , e- : ___._..._.__ .." -1 . ; .--__ - 14. ::�_ , . I _ , _...., .-II.-, --..-.. I .,­._­... �, _-, - No.4'01 90 rn 3. ABANDONMENT OF EXISTING UTILITIES - ALL EXISTING UTILITY SERVICES NOT SCHEDULED TO ..._ ---.-. ­__ ... -.--,. . i __ - :. ..__ -x-_...._,_. . _. ­. I .1t . _ . -!I -, _­ _.... _._____,.__ .,< I __ _ . . .._ ,___ ....- .." - 111�� Q R_ . .. ',A:____.__. ' .� _.- ,�.-, <­ . -CORDANCE WITH THE - ­__ ­­­...._... -.11.1.1, _4 : __;�,.0,_::._7. __ . - Q'I S T E I,.;, __...... - ; -"- .- ... C. REMAIN IN USE SHALL BE CUT AND CAPPED AT THE MAIN IN A- ._ .__..._... ,.---I-- p . Z;:::1z;I - -- T 0 _._ .......... I r .... IT�------------- -_. w ' AVING JURISDICTION OVER THE PARTICULAR UTILITY. STR I --, _ ­ _-, , . I - -,..-.., - REQUIR CY H EET AND ... ....- _. �7,:�` -::,.:-:-r-.--------�......- . ..... . .--.. A�S\1� 0 .., _.._.,-_ _1171_­.�,=:�z I , . ..T ...­ .......----i____.__., - __ ...... �-,_1 . - T" __ . .- __ -. __ �7,___ ; , .....-i....... : . ­_ ,3_� SIDEWALK SURFACE RESTORATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE ._�, .1 -.1......._._.__ __,_.�__ -, "'­ - I : . .. - I ,---.. _. _____.__4_-------___ . .--.-----.. � __ ,_ ....__- ___ -;.---- - f .�,.!�,j . .. .,-- . ...--. .. It .?r �� . : T1. , _1j_ _�_, i i :........ __ .-- .L, - ; ­.­.. . . ­ _.. _:.....­ . -6 ___ C14 REQUIREMENTS OF THE CITY OF SALEM. � I __..___Zz:z::=�. ot.r, .. I t______-*-_. __. ­­__�-<,_ � 0 . . _ . c I) I I - __ - LIj "" I, _� I - - - -5 1 - z c (- - I , , - , , * , * , ­ "' * "' , , "" , , ­ ".­ " , , , ` , -1 N 111`� : I - t , __ - FF . EEME, _� 744447 -� I - - `� I " "`_ � - - �, I - __ - - I- p �_ I �1' � I , - R "I � ,� - , ) � - ;_ , 1 1 ', 71 �_ I I - 11 - � / it 1, , - i 4 1 i I I _j A . �� rL - ,_____���� - ___ . ..... ....... GENERAL UTILITY NOTES: 7 1 ) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON PIPE. SIZE OF DOMESTIC AND SPRINKLER SERVICES SHALL BE SPECIFIED BY THE LL_ _CT ARCHITECT. PROJECT FITTINGS SHALL BE RESTRAINED WITH APPROPRIATELY SIZED 9 IV, 2-7.15 ALL WATER MAIN F11 �0 DMH I INAIC C_ES S 19 LE ce DMH THRUST BLOCKS OR RESTRAINING GL)*IDS. RIM=25.92 CB RIM=26.28 DMH RIM=26.41 :: SMH 1 22.6 DMH APPRCX EXISTING 1=22.5 RIM=27 R 27.03 . 1=20.36 RIM=26.05 1=1 OUT, 13 ..... RIM=26.01 9.5 DRAIN (DESTINATION 22 LLJ Ii. ! I�1 7�91 ca 1=20.22 UNKNOWN) TESTING, FLUSHING, AND INSPECTION OF NEW WATER SERVICES SHALL BE IN DMH RIM=25.39 1=18.8 OUT I k-14,.)5 7 SMH RiM=213.38 1=21.8 ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SALEM. RIM-25 77 1=20.15 .......... SEWER............... CEI DMH RIM-26.40 1-23.01 ....... I A MASSACHUSETTS APPROVED TESTABLE DOUBLE CHECK VALVE ASSEMBLY N 18" CRAP N, .1_� YvAl-1 1-23.6 RIM 29.45 1=20.10 RIM=30.1 1=26.9 0 -PAI BACKFLOW PREVENTER SHALL BE INSTALLED ON NEW FIRE SERVICES. 7 VC SEWER ------- DMH Lu 12'xg"x 12 VC SEWER ENT SHALL BE HEAT PATCHED. V 8 2) TRENCHES CUT INTO EXISTING PAVEM_ ..i �� -v ----,­- - - - 71 TEE & 25, 1�20.15 7z 3 GATES 00 .......................... CB 3) ALL STORM DRAINS SHALL BE 12" DIA. HDPE EXCEPT AS OTHERWISE NOTED I? RIM=25.61 RIM=24.96 BLDG 1� #3 1. 1=22.4 1=22.3± HEREON. GB RIM=29.00 FFE�_2_a.25 ...... Z yJ !=INACCESSIBLE GF-16.0 4) UNDERGROUND ELECTRIC, TELEPHONE, CABLE AND GAS SERVICE SHALL BE u COMMERCIAL 5,()Qo 1 S.F. C INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY 0 col -;--.1 - cY e-,TM GAS �FFICE SPAW HAVING JURISDICTION. z • RIM=15.2 CI3 LLI C%4 M 15.3* 12' INV=12.35 RIM=15.2 CL H 0 U11 12" INV -79: w < Z RIM=15.3t7 DT 5) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL a" Iw_ 6x CL u SEPARATION OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL .... ... BE MAINTAINED WHERE WATER AND SEWER FACILITIES CROSS. IF EITHER OF TIONS CANNOT BE MET, THE SEWER SHALL BE ENCASED IN A THESES CONDI 4;7 SLEEVE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE AREA WHERE THE -45' UJ END REQUIRED CONDITIONS ARE NOT MET. 00 `AIS= a,x6 x8 H E DRAIN S= --PIN 6) ALL NEW SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC PIPE L.0 c) 0 45* r\1 w 001 D BEN CONFORMING TO ASTM D3034. SEWER PIPE WITHIN 10 FEET OF THE BUILDING z4z SHALL CONFORM TO THE STATE PLUMBING CODE. TESTING OF SEWER SERVICES 3 r\1 < zt SHALL BE !N CONFOMITY WITH THE REQUIREMENTS OF THE CITY OF SALEM. C13 z %.� RIM�l 7.0 CD uj < DMH 1. INV=13.64 PARKING STRI m"i 12.65 7) STORM DRAINAGE OUTLET SHALL BE EQUIPPED WITH TIDEFLEX SERIES TF-1 DMH RIM=15.5 RIM-15 RIM=15.8 uj 12" NV 12' INV=12,11 CHECK VALVES AS SHOWN ON PLAN. 1 18 tt 12" iNv=12.55 uj Vail V)(DRAIN FROM•UPPER DECK TO DISCHARGE 10 DRIVEWAY DRAINAGE SYSTEM) 8) ROOF DRAINS WHICH INTERCEPT ROOF RUNOFF FROM THOSE ROOF AREA W --flN WHICH MECHANICAL EQUIPMENT IS TO BE LOCATED SHALL BE ROUTED ITIVl ffi THROUGH THE STORMCEPTOR UNIT. F- X v qgqlm�f w U ANY EXISTING DRAINAGE CONDUITS LEADING FROM THE SITE TO THE NORTH L_ DMH z AT GRADE PARKING RIVER SHALL BE CUT & CAPPED ON THE LANDWARD SIDE OF THE RIPRAP CANAL Ln ! C) RIM=[1.0 L 12" 1 V=6.91 LINING. (IF NOT TO REMAIN IN USE.) C CP GRAbE m R ......... -------------------- 12" S G 5 0 R 4 ."10.0 PARKING 10' ROOF DRAINS FROM BUILDING I AND 2 NOT COLLECTING RUNOFF FROM LLJ z INV=7.73 12" INV�7 10 0 CH 'RIF-Y IN FIELD) MECHANICAL EQUIPMENT AREAS SHALL BE CONNECTED TO DRAINAGE SYSTEM. IF I - "r q T. to 2 w 12* INV=7.42� --�-� f � .,�,._.r- t I f V) u 11) THE EXISTING 10 INCH SEWER SHALL BE CLEANED, TV CAMERA INSPECTED, Z Z U 0 Ln Z w < Z moc AND, IF DEMONSTRATED TO BE IN SATISFACTORY CONDITION TO THE CITY OF 0 Tw EN EXISTING SEWER MANHOLES 1 AI\ID 3. 3: 0 tn BLDG SALEM, WIi 1 REMAIN IN SERVICE BETWEEN ul 2 RI[M-`10.1 BLDG #1 > -2 . 0 : Ff 0 Z , > w F'F 21 0 12) ALL COVERED PARKING SHALL BE I-QUIPPED WITH FLOOR DRAINS WHICH u �F r It GF SEWER DISCHARGE TO AN "MDC GAS TRAP" AND, ULTIMATELY, TO THE SANITARY SEWER T_ SEWER SERACq SYSTEM. 0 rn r%j Ln z CEI SUH t7� dl RIM-9.5 '-,.DMH RiM-9.9 13) ALL SEWER MANHOLES WITH RIMS OWER THAN ELEVATION 11 ,5 SHALL. BE <----------- 12" INV .7 -96 8' INV-4.71 ► 7.05 (ADD =7.20 12-%14-- 6* COILLARI I PROVIDED WITH WATERTIGHT COVERS. 5' INV� DMH RIM�91 i X111 Got Ex!1_1_f!N.11 12" kNV=6.31 15" INV .06 CB &L pCB L _j 1E RIM a\o: RIM=9.1 2."-Mffl� 44 W C RIM=9.5 c; (0''�4.1s sm 4 l FEMA 100 YEAR FLOOD LEVEL (EL=10.81 NGVD) 12" INV-6 .10�.. 12 MAP NUMBER 25009CO419G-. MAP REVISED JULY 16, 2014 D (ADD 6"t 00um) is\-0it TOP OF BERM=11.0 SIORETENTIGN 'S" BOT OF EIERM=10.5 U w SOT OF BIORETENTION 2- z i-D- A ­--irm xv ILL Ln o B SOIL 0 7.5 cNc w 4" ORIFICE 0 10.75 01 12' HDPE INV 0 7.75 ce M WATER u .5 DM RAI S�0. mkii", I APPR X LOCATION 0 TEE 3 0 GATES-k o F, _% C 14 D 1 2" INV=6 11 8" CI OUTLET -'_, N (NFGUGIBLE FLOW ZN 15" INV=5.86 IN STORM EVENTS) Cer" D 4" INV=5.11 HYDT > 0 RIMF�9.40 R11=1 1,0 6* GATE - THIS PIPE MAY BE RECONNECTED ce 0 -a Lu ce C 12' INV=6 75 i i--- 15- INVf��__ TO THE EXISTING STREET DRAINAGE SYSTEM CL RI =8.4P FROM MASON STREET IF' IT IS DETERMINED NECESSARY > EXIST;NG L % SMH 3 CURING CONSTRUCTION s 00 RIY--8.76 M WATER/SEWER STC4800 -55- 1=3.51 CROftM ��ZAJQ RIM=10.25 All 0 24 HOPE INV=5.05 IN 1�_,lo' (SMH T TOP OF =4. L DMH�H HDPE INV=4.97 OUT TO BE DMH 24- REBUiLT) SEWER IW-3. Ll fJ? V \Jo R11 9.53 FRiM,-9 86 RIM=10.0 12" INV=7.32 12 {INV 22 ;. a 24" HDPE INV=4.91 (WITH TtDEFi.EX TF-1} EXISTING TING't E) E SMH 1 2 R'.� _54 so cg RIM=9.08 24" FLARED 1=3.24 END SECTION INV=4.81 RES -A L LT) > y ,-- I I �\vl 7E SMH 4-1 0 RIM-8 54 {21 =8.29 i-3-6 ....... e(I E > ca CMH CEI 78. w ce- CL u RIM= .2 Rlm-7:92 Lu 1=2. zt7V_ - 1-.7. ., - ­ z - , ­iL=q,47 0 0 0 ........... ......... u1j 4- 4- A 1-3 2-OUT.- k lk. rL % < ai aj aj J ............... ................. .... ....... ...... ce 4v L! . ...... ......... U- cm cn m .............. ........... > E U- 3: 3: ru ra m ........... cu w cn SEWS WATER 4v Sn .......... ----------- ................ > CROSSING DETAIL 0 ce- ....................... .................... ............. I TO SCALE) 7. .............. (NO ............. it ....... ... ....... 31 PAVEMENT ELEV.=10.9± in ZZZ/ zz/// z 00 z < 2 Ln z w tn Z at T&:' PIPE= LA 0 LLJ 0) Li 6.9± .......... F Z ui z I Lo 0 5< v) 8" C.L.D.1 WATER 9.05" < V1 CL U_ z vM: DOT. PIPE=6.15 -H V-4 OF 0 WIK RICHARD L. yG Lp TOP PIPE=4.35± WILLIAMS 0 CIVIL c) co ta 8" PVC SEWER S=0.5% No. 40190 INVERT=3.65± 1_1 i r r NA c1j 0 • 0 C 13 RIM A-2592J 1=I`�6 2 --m-eg mg. I="N- E 10 'gig, N!gg _Q7 @ A . ' 'R. W M �®R� U 5 GRANVILLE SERIES LED GVE-90-AS-A-1 -N-N-A TYPE 3 DISTRIBUTION z A 28 (FINISH,ELECTRICAL,PEDASTAL & 12' MOUNTING HEIGHT 90 WATT LED 0* OVE090ASX 1 NXX.:es POLE TO BE SPECIFIED BY (SINGLE LUMINAIRE) W OTHERS) < MONGOOSE SERIES LED TYPE IV FORWARD THROW z: MCLED-6-4K-AS-F-L-H DISTRIBUTION un 4 (FIN ISH,ELECTRICAL,PEDASTAL & 6 COB LED 0' MGLED_6_5K_AX_M1_L_X_XJes < POLE TO BE SPECIFIED BY 18' MOUNTING HEIGHT 2 (SINGLE LUMINAIRE ANGLE) Uj OTHERS) _j MONGOOSE SERIES LED TYPE IV FORWARD THROW CL < b MGLED-6-4K-AS-F-L-H DISTRIBUTION 11.41 Cc;0 B-18 4 (FIN ISH,ELECTRICAL,PEDASTAL & 18' MOUNTING HEIGHT 6 COB LED 18* MGLED_6_5K_AX_M_1__X_X.ies U L POLE TO BE SPECIFIED BY (SINGLE LUMINAIRE W/18- Uj OTHERS) TILT ANGLE) ce U .......... 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WILLIAM zZ r 0 CIVIL No,40190 0 U) 0 0 0 LU 40 V) 50-FT LONG STANDARD HYDRANT 00000000000000000000000000 W 00000000000000000000000000 Q 00000000000000000000000000 '" ? uj UNPAVED PAVED 00000000000000000000000000 > 00000000000000000000000000 LL_ }— FINISHED GRADE 00000000000000000000000000 �- 000000000000000000000000 0 0 PUMPER CONNECTION BREAKAWAY FLANGE 00000000°00000000000000000 I FACES ROAD 0 °� 0 0 0 0 0 0 0 0 00000000 (y c) a � Q--.0 • 0 SIDEWALK EXISTING GROUND\ USE CRUSHED STONE-' �. Lu SURFACE GREATER THAN 3-INCHES PLAN VIEW �; 6" IDIA. SCH40 STEEL PIPE, FILLED WITH EQGES�TUNE BUT SMALLER THAN LLJ FINISHED STREET GRADE COf��CRETE" PROVIDE 4" WELDED CLOSURE 6-INCHES,\ ,( PLANE AT BOTTOM. PIPE SHALL BE RUST r FREE AND PRIME COATED. BOLLARDS TO BE PAVING AND SUB-BASE MATERIAL. 0000p pOp00004gOOOgOOd �12" ,_6„ I CO`/FRED WITH POLYETHYLENE SLIP COVER. w \ ��\`�� �/� _------ COLOR 10 BE COORDINATED WITH OWNER. COMMON FILL MATERIAL. EXISTING SECTION VIEW � ____. / GRADE MALi�E.! STANDARD � V) C ! COMMON FILL MATERIAL VALVE 80X AND DOVER CONSTRUCTION ENTRANCELjw ujo ACCESS TUBEi f- Ln i PROVIDE POSITIVE SLOPE /� �WARNING TAPE D ETA! L u o AWAY FROM BOLLARD, (NOT TO SCALE) Z r-44 MIL POLY OVER STONE SMOOTH CONCRETE FINISH Z "' `n MASONRY RING I J Q cv c'n Lu CONCRETE_ _ I / .C[ Q z THRUST BLOCK 4 / FINISH PAVEMENT GRADE i-� V y 1 I 6 GATE VALVE t - IF CONCRETE THRUST BLOCK IS i -_ �_L- uj • USED, DO NOT BLACK GRAIN I I I - c °a • 12" MINIMUM SES �� i I 8" MIN CLEARANCE o o .. . a :. :.:�: i I IN SCREENED GRAVEL NOTE 1 BELOW LTJILD o O ' N► r,I4 IW SCREENED GRAVEL PLACED AGAINST CONCRETE FOUNDATION r-4 o !-- WATER MAW ¢ -- --"-� USE SONOTUBE FORM UNDfISTURBED SIDES AND BOTTOM OF uj z N I r TREfqCH. SEE NOTE 1c1l R PROVIDE CUBIC YARD OF i I _ ANCHORING TEE SELECTED 2" STONE - TO 6" ( ��/ I I 3/8" DIA. WELDED HOOPS. SEWER OR DRAIN ° .._ 8" MIN SCREENED GRAVEL BEDDING •�••• I ROVIDE 12" SQUARE BY 6-INCH THICK ABOVE HYDRANT DRAIN ; _I I _ I BELOW OUTSIDE DIAMETER OF PIPE. w MECHANICAL JOINTS P 13' DIA. TCP, BOTTOM, AND CENTER CONCRETE BASE UNDER HYDRANT // I -Y F \ \ 12" MIN IF LEDGE ENCOUNTERED F- X NOTES UNDISTURBED EARTH OR LEDGE COMPACTED Z w UNDISTURBED SOIL 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON ILL MAY BE USED FROM � Ln CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT TYP I CAL FIRE HYD RANT MID-DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE � I WILL BEAR ON UNDISTURBED EARTH. d z USE RESTRAINED JOINT FITTINGS (MEGALUG OR CONNECTION POLYETHYLENE GOVERE <� un APPROVED EQUAL) WHERE CONCRETE THRUST BLOCK .S DETAIL BOLLARD O I � I UNACCEPTABLE- TRENCH DETAIL FOR; L TiIZE MESONORt`O LK OPERATINGUG PRESOBE SURE.DESIGNED FOR 1 .5 (NOT TO SCALE) Ln w DETAIL GRAVITY PIPE z `) " (NOT TO SCAt_E) (NOT TO SCALE) _ a 0 U Q U V, 6" PRE-CAST PERVIOUS z 0 m Z CONCRETE CURB - PAVEMENT: 4"-6" FILTER COURSE: CHOKER COURSE: qt Z 8"-12 MINIMUM �' fN THICKNESS OF � 4"-8" MINIMUM � i BINDER COURSE PROPOSED r MENTI _ _ I_.—_ SUBBASE '' I 4' I ( f t � c � THICKNESS OF SLOPE==;(SEE PLAN) -, I -° ' 3. .--! ; ;- (BANK RUN GRAVEL) i "-- RESERVOIR COURSE: TOP COURSE J_ 4 -"` E- 4" MINIti1Urti1 THICKNESS L17 CAPE COD BERM .-'•iyy,.,:.._,:+.e--..:;.—c.-``r_r ._ `:'!a"sr..`:' O O O O O O R r f u< I' '- COMPAC EC FILTER BLANKET: OF 4 CRUSHED STONE COMPACTED TE v �:�AV: I!_ z; 5. i INTERMEDIATE SETTING FOR FROST PROTECTION ° BASE COURSlE ��� SUB�RAQc 3„ Oo�o BED: MINIMUM OPTIONAL LINER FOR LAND USES l-HICKNESS OF PEA °` GRAVEL BASE° o ° ,\ ` '- 1 _ i _.___ GRAVEL ----- HERE INFILTRATION IS UNDESIRABLE Q x°0000 ° i== k: NATIVE MATERIAL JJu Lu ( l Z coo CAPE COD BERM __.__., ( _._.__( ( `_(_ �_ d _ TYPICAL CROSS—SECTION Q cr D ETAI L CURB, I, RB POROUS PAVEMENT � `� < Q (NOT ro scAL�, DETAIL y a o FINISHED GRADE FRAME & CLOVER � _. D ETAI L Q > m w (F J 1 [G A'�'�) Q w Ln a- (NOT TO SCALE) MORTAR BRICKS ANID MORTAR ��- ° a•: y . TO BE USED TO MAKE FILTER FABRIC AS SPECIFIED SUPPLIER TO PROVIDE`� GRADE ADJUSTMENTS FINISHED GRADE -- FRAME & G.- 12-INCH COVERS TO 4 SUPPORT AN H-20 LOAD - . , \ L: d MORTAR 0 cn p _ BRICK'S AND MORTAR CONICAL SECTIONS WEEPHOLE TO BE t -�-- - TO BE USED TO MAKE - - a f ' GRADS ADJUSTMENTS t m `� '- PRECAST !N RISER ° 4 4 c� _ �, p c� Ce a U UJI SECTION MIN. 8" FLAT TOP r s 44" X 20" OPENING W PHO T r 'o �i Q 4 4 0 0 (- EE LE 0 BE �- L w w 1 �0 Ln PRECAST IN RISEN i a- --j `v SEC'TION r vQi ci � 4 RISER SECTION--`f - 12-INCHES SILTFENCE 0 c 48" t1" DIAMEI"ER RISER SECTION 3/4-INCH BUTT HAYBALES m °° � u' �' '� CRUSHED STONE TOGETHER AS SHOWN WOOD POST a � a 0 p p ]� a i,. 3 - PIPE OPENINGS TO BE _ • > .c� PRE-CAST IN RISER _ © ce 0 Ell NORMAL_ �� Fit-TER FABRIC AS SPECIFIED SECTION OUTSIDE OF PIPE STAKE'S WATER -2" CLEARANCE INLET LEVEL I HAYBALE (TYP) o Q 4 2 Y W °ion �yq r'j I? CATCH BAS3IN TRAP ANCHOR FABRIC WITH N o 0 BASE SECTION D� cn - in o 9 BASE SECTION' �� N SOIL, TAMP BACKFILL Z p rn wv �I - OUTLET ( EXISTING GROUND }� z Q n o, SURFACE DIRECTION OF FLOW rn � Ln PLAN VIEW z z OUTSIDE OF PIPE E \J� �� 0 LL; a� a p SILTFENCE w o w 12 INCH-S . , +2'" CLEARANCE ' �""� W z w p z 44 3/4-INCH — -- z �. \ e CRUSHED STONE CARRY FABRIC DOWN z 6� z 00 M ° ° �- BRICK (INVERT 0° GROUND SURFACE INTO TRENCH ° o 0 12 MINIMUM N � SCREENED GRAVEL I 12"MINIMUM II �- i J— UNDISTURBED EARTH SCREENED GRAVEL I WOOD POSTS ��aF Mq _- 8'-0" C.C. MAX. cn - ! �1 UNDISTURBED EARTH SECTION c c� RICHARD L. U. o WILLIAMS PRECAST CONCRETE PRECAST CATCH BASIN S I LT I"E N C E TIL N 66 DEWATERING DETAIL '0 No. 01900 MANHOLE DETAIL DETAIL (NOT TO SCALE DETAIL ) (NOT TO SCALE) I (NOT TO SCALE) (NOT TO SCALE) c i a cn , a t11 U_0 — HEAVY )DUTY CAST IRON ' T�" nial Data GRADE COVER AND FRAME VENT TO ROOF "technologies Ill- i C 4800 Frn�' � Concrete �r' ��': r' � til :.ast Con�,rete Storrnl:.pto, _ lea ,� (48010 U.S. L'Mollon C:�; ��o�t1y':) nesTH—Tidelflex' ed Me 1,--oil 4 T 2 � AS REOD " p 2„ tvlA. Stormce tot Frame and Cover Features & Benefit WATER ,� Grade Adjusters To 32 O . ideal for 1 male mstalations �' to Suit Finished Grade 5,� �; �, oiastaaer dedgn INLET J w — 6eQ1Oil 1 Q°�Orifice + Seals around etdrappd soidsLU Port 24 O Outlet � d F- -� Ln O 13" � ' 300 -� Plate (� � Cost-effectile,t44aittt,ettartce•froe des�t ;,. ...._._..; Z Ln F-1 ` I Pipe �p Construction _� ° °I a 6" ° Materials of � °° 1'-p"' OUTLET TO SEWER - � � z _ 72"QJ , d N I-� -7" * �#ours araialde it P'�e fit Rufsber,lEeepret�e, � O Varies -' Stormceptor ° ° Mgpalat ,tftler$btdyl,b►it><3 ff,EPDfM,arts iikona p Ln w w Insert - L Tidffl,, — ; -, Inlet Weir outlet ° V4'e are pleased ic�.uirwunc the initvc3uc#ian of the INLET D A B W revolutionary TF•1 Check Valve-It furxxinrc3 ane o.zrrtes ? B min STEPS °% - 21" Inlet Outlet y „ - ,. _ „ l U---- - 4„ 4'-0" 3 -0" 2' 6' S� under the s:m�simple prirx:•iple of operation as the origeinal I NIll— LU 0.� ° I I SHE 5 4 0 3 _6 3 _0 5" TF 211c eflex,'. ° ° 4' 0"x4'-0" 3'-0" 2 fi fi ■1 � f ''" ! '- 17" do -- --- ad: 6„ 4,-0„ 5>-0„ 4,_6„ y„ v N ct ; Q O ; O W o ---- � O O ' N N ' N G ( 4'-0"x4'-0" 4, -O" 3'-6 6" i� tv O t i I I I- r "t'his design is ideal for existing,manhole install.itions where -�- C �-F N ►� N : Lt1 + Q ry ❑ 10"0 '1 w SECTION VIEW 5' 0" 3,-6,. 3,_0., 6., z i i I i Orifice the invert of the pipe is close to the floor of the t h 8" 5,-0" 6'--0" 5'-0" 6' N t` q Plate 6'-0" 4'-0„ 3,-6„ 7., -r ---- - --- - -- rn a E1CCeS5 opening " vault.Titers are many check Lala es in interc?ep• See note#2 6 O Oil 4 10 $ 1 a =0 3 –0 2 –-- 9° w I , DropTee 24"!�iJrO ( tore ro,ac}�les,and vaults.There virtlts are p r Port s 10 s 1112 i 10" 6'-0" 6'-6" 5'-6" 7'" Inlet Pipe Outlet Pipe I deswnod so that:tyre vmuld be a maxiniurn 6 16 12 2 8'-0" 5'-0" 4'-0" g I 8 16 16 2 9Q" I gravity head;thus the invert pipe is Its c:k:+se to 1A 2a i9 3 Plan View ' Mln. 4 I a 12 23 4 NOTES: the base.as possible.The TF-1 allows in - 14 27 � 4 Z w W �� LU tions or such applki ialls. 28 5 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DANS.16 35 30 6 = I 120"0 1Q" 20 44 37 6 2. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST � cn � ❑ w The Tidefka-"Technologies Series TF-1 24 49 41 $ CONCRETE MANHOLE SECTIONS-" = I N 22 44 37 a ASTM C478 SPEC FOR PRECAST REINFORCED fV cn cn O = 26 48 43 8 1-- F- d_3 to [irtefiex Check valve is designed for apptica 28 48 43 t§ 3. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST _ O OI a° 32 66 55 9 ASTM C443 SPEC. l-� F-- ' ' l UJ 12" ,° `' a° °a ° tions in marrhalss,where the l.*ottam of the 32 56 55 � � - °--- ° OIL GREASE SEPARATOR � w ILU m;;nhole is close to the invert:of the pipe-The � 67 � 10 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC � STEP CONFORVS TO LATEST ASTM C478 SPEC. U U l"7 Section Thm Chamber TF-1 conficuration allows the valve to be prop- 40 67 60 1a (GAS Z Z U Z I � Z e.rly itutalled without ntinhnle nx>clific anon; 42 61 71 1a 5. PIPE NOT SUPPLIED. TRAP) Q Q z a = 10 4a 66 78 1a DETAIL U — ' " ensurin-g,poAtive backfluly prevention and a yq 79 to 6. CONE SECTION AVAILABLE IN 4'-0" I.D. ONLY.. U U _J U s4 s6 la 1a O O ❑ O Q 1 w Notes: lifetitne of maintenance-free p d'OrnlaWc. 68 66 78 1a 7. FOR INLETS LARGER THAN 10" THE DESIGN AiND DIMENSION 'NOT TO SCALE Z Z oo Z 60 78 91 14 WILL BE DETERMINED FOR EACH PARTICULAR CASE. j T 1.The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 68 73 s1 14 ! a 72 96 115 16 411 � m N .-- Z 2,The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port. N1111001S iodicate nlaxi�llfllrl ril7n�l s,rac.?s;f,inc:,rss. 3.The Stormceptor System is protected by one or more of the following U.S.Patents:#4985148, _.._._.___.......-..._......._.____....._ ._-_----------_ ......___--.__ _.w__......_._..__..._._..__...__..___..___..____..._.................._......_........... _._............._...__._.._...._......._...__.._..__.._.._.__._...__ #5498331,#5725760,#5753115,#5849181,#6068765,96371690. Tdeflex Teihnolo�es 600 N.bell be., Cami:ie, PA 1. 108 USA d 412-279-0J044 Fax 412-279-7878 www.tidellemort 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. Rinker 033 FINISHED GRADE --._---� FRAME & GRATE \ 4 MORTAR 10, ,r- A SUPPLIER TO PROVIDE�- � I e a 12'-2 " SECTION A---A; BRICK SHELF WALL OF MANHOLE 6-INCH COVERS TO I MIN ---- -- - SUPPORT AN H-20 LOAD U LU SLOPE 1 "/FT. CONCRETE COLLAR MANHOLE FRAME AND v ° ' ` av o - - ----- -- - � Z � P _ - __.-.._._ { 1 �L. V FLOW U O COVER AS SPEClrIED B 0 9 . - - d, � B t� WITH 3" LETTERS "SEWER" 8 �`� P v 1 EXISTING GROUND SURFACE OR ! - o 0- O 2 -- OUTSIDE OF PIPE d Q FINISHED GRADE - -- _ ¢ +2" CLEARANCE a w ❑ 77 u � d O - CATCH BASIN TRAP a w cQ Co BRICK FOR GRADE T n. > ADJUSTMENT " - PRECAST TRANSITION SECTION PIPE J PIPE °IV ° ° _ — OR BARREL SECTION WITH v ! — i I I__ Q v _ ° ° PRECAST TOP SLAB ' .� .y ` �� 12"MINIMUM SCREENED GRAVEL —�� UNDISTURBED EARTH j ------------BRICKS O N 0 0 °° ,. � o EDGE (2X8 EXPOSED) x � `�' �° � RUBBER "0"-RING GASKET � I, \ PRECAST SHALLOW CATCH BASIN OR PREFORMED FLEXIBLE _---BRICK CHANNEL APPLICS O Cn 0 4' - U" UNLESS OTHERWISE— — ' JOINT SEALANT AS SPECIFIED TO DROP CONNECTIONS AS DETAIL Ln INDICATED ON DRAWINGS VI _ WELL AS CONVENTIONAL. > E c I � (NOT TO SCALE) m W o rN4 W a- U A UJ MANHOLE RUNGS --------------- J to 12 12 12 12 12 ,2 v P MULTIPLES OF 1 ',2',3',4',5', ;- I...f:� `, CL ___._.._--_ OR 6' LENGTHS AS REQUIRED N 8" MINIMUM ------ - " FINISHED GRADE - -� FRAME COVER H ,`; ILI- E N C C s o SEE PIPE CONNECTION °� ---� m � ii SHELF ELEVATION SAME AS , v v MORTAR ------ a Z rd rd CROWN OF HIGHEST PIPE. DETAILS THIS SHEET ti- �I D" O 8" MINIMUM o i / G SHELF ELEVATION SAME AS ° a --_� BRICKS AND MORTAR u- � �❑� ❑ ❑ r, I SLOPE 1 "�F1. p of CROWN OF HIGHEST ?IPE. , TO BE USED TO MAKE W 0 0 \ v v SUPPLIER TO PROVIDE -- GRADE ADJUSTMENTS 111 X _ 6-INCH FLAT TOP e : --------- ------ - .- . SUPPORTa ! 2.G=-•. 1;; ---j ---- WALL OF MANHOLE COVERS TO AN H-20 LDAD DIA. OPENING d P, v v a v n d Ql 00 BRICK OR CONCRETE FILL.— — - OUTSIDE OF PIPE � � � o0 AJ 12' MINIMUM ---- -- --- -- I v THICKNESS OF BOTTOM SLAB ----- pO SCREENED GRAVEL +2 CLEARANCE z a 00 Lr) SHALL NOT BE LESS THAN �° -- d 48" t1" l�-i 2 Q g ^ o, 31 THE MANHOLE BARREL 8" MINIMUM — / ° a DIAMETER S = z� ,M SECTION WALL OR TOP SLAB OR CONCRETE FILL. > WHICHEVER S GREATER. o.o - ' o o v o �.{ O � w M ° < V 00 oo 12" MINIMUM SCREENED UNDISTURBED EARTH GRAVEL BASE. W �- ... 1 2"MINIMUM ---�/ 111111 I�ll VIII BRICK ON EDGE SCREENED GRAVEL LWl! 111 Wil i - UNDISTURBED EARTH — T !` - UNDISTURBED EARTHOwl— SECTION B—B ���`� PRECAST SHALLOW DRAIN MANHOLE o� RICHARD L. tiG ` PRECAST SEWER MANHOLE 0 WILLIAMSCIVIL DETAIL DETAIL A� "° '°'90 � (NOT TO SCALE) -� sr ANG 0 (NOT TO SCALIE) 0 0 I a cn i PLANTING LIST — BIORETENTION AREA "A" PLANTING LIST — BIORETENTION AREA $'A" m CD SYMBOL QUANTITY BOTANICAL NAME COMMON NAME NOTES SYMBOL QUANTITY BOTANICAL NAME COMMON NAME NOTES i r A 1 Adropogon gerardi Bluejoint grows to 2'--3' height A 6 Adropogon cerardi Bluejoint grows to 2'-3' height B 1 Adropogon virginicus Broomsedge crows to 1 '-3' height E3 3 Adropogon virginicus Broomsedge grows to 1 '-3' height r� C N.A. Deschampsia caespitosa Tufted hairgrass grows to 2'-3' height C 3 Descharnpsia caespitosa Tufted hairgrass grows to 2'-3' height z Panicum vir atum Switch gross rows to 4'-5' height D 3 Panicum vir atum Switch gross r ' D 3 g 9 g 9 9 g grows .0 4'-5 height � 1 W E 4 Lotus corniculatus Bird's-foot-trefoil grows to 2'-3' height E= 8 Lotus corniculatus Bird's-foot-trefoil grows to 2'-3' height Sweet e erbush rows to 6'-12' height F 3 Clethra alnifolia Sweet e erbush grows to 6'-12' height V) F 1 Clethra alnifolia p PP c g p pp G 1 Pyrus arbutifilia Red chokeberry grows to 6'-12' height G 3 Pyrus arbutifilia Red chokeberry crows to 6'-12' height W .«.J H N.A. Euonymous eoropaeus Spindle-tree grows to 10'-12' height ri 2 Euonymous eoropaeus Spindle-tree grows to 10'-12' height Q 1 1 Betula nigra River birch grows to 50'-75' height 1 2 Betula nigra River birch grows to 50'-75' height I- Uj J 1 Ginko biloba Maidenhair tree grows to 50'-80' height J i Ginko b1oba Maidenhair tree grows to 50'-80' height W LU Uj �t K N.A. Liquidarr,bar styraciflua Sweet gum grows to 50'-70' height : 1 Jquidambor styrocifluo Sweet gum grows to 50'-70' height © o z N L N.A. Itea virginica Virginia sweetspire grows to 6'-12' height 2 Itea virginica Virginia sweetspire crows to 6'-12' height O Q BM Bark Mulch Bark mulch 3" depth minimum BM Bark Mulch Bark mulch 3" depth minimum (,�! Q W U W - DENOTES AREA TO BE SEEDED WITH MIXTURE OF GRASS SEEDS w - DENOTES AREA TO BE SEEDED WITH MIXTURE OF GRASS SEEDS Q CAPABLE OF WITHSTANDING PERIODIC INUNDATION AND DROUGHT. I W CAPABLE OF WITHSTANDING PERIODIC INUNDATION AND DROUGHT. Uj 0a M-L1 _•. 1 r 1 r r I I a r\1 's� I � 1N ,rI ¢�- 7Jrq Fv > < --I .... w... .......... IIJ C r ILI F - z ljJ .`•- l - �V - `dr--�'' - W-- `' ' _ -%'; .v .Y ,-•�; .'f� •'� - o .zn I -+ ,-�% ----- • �L J = I (f— ' L 1 . . . . . . . . . . . . . , I . . . . . . . . .. . . . . . . _ (J1 i �•,,,,, f V f . . . . . . . . . . . . . . . . � . . . . . . . . . . . . ' - _ _ . . . . . . . . . . . . . . . . . . . . . . . w 1`. >_ N I �_••---r-• . . . . . . . . . . . . . . . . . . . . . . . � ] f I . . . . . . . . . . . . . . . . . . . . . IW . . . . . . . . . . _ . . . . . . . . . . . . . . . . . � -11 i . . . . . '.+ . � Ln 1 . . . . . . . . . 1 N V I 1 +' _ lr � '`ti", . . . . . . . 0 / /' y Q lJ'# � z I_Q I Ln z. -.-.w��•- - - �, �� ,�, .�, z�, _ ----�-, ,��- 30' MAX SPACING BETWEEN „.` .a .. .� -. -. - -_ -•-"��-` z IM CIO z _ _ • - _ I — .•� ___ _.� �..._._. ._. . . .. - iI I N i z5 TYP EXPANSION JOINTS Q __._...... 14,TE WALK4” THICK CONCRELn �`� ,f•- -1 L w vJ -----CONTROL JOINT (SAW CUT 1 -IN DEPTH) A B t 1/2" EXPANSION JOINT REQUIRED WHEN j t _ WALK ABUTS RIGID STRUCTURES J V •. ,-----` ,r _PLAN 0' 51 10' 2o' _j zZo . --�- -•' FACE OF FOUNDATION -- � - 1 j2" PREMULDEC} JOINT FILLER W/ JOINT SEALER DETAIL SCALE I "=10' u `Y Cl 0 2.5 5 10 WIDTH 'VARIESo d I� (SEE PLAN /- WWF 6x6-W4xW4 (2" MIN- TO FINISH SURFACE) 0 M +-� >: i CROSS SLOPE 2% MAX. v ¢ DETAIL SCALE. 1"=5 ---_—,� _ -- _ -c -- -- -- 11_6" -' pcx O 4" TYP —X-"' . x: . ..'x1 I � . AL, REVS ,°. WEARING COURSE Ln 8" GRAVEL BORROW (TYPE B) _ ": BINDER COURSE CRUSHED GRAVEL COMPACTED SUBGRADE----- li{ PRUNE AS FIELD DIRECTED BY PRUNE AS FIELD WALK AT FOUNDATION W/ INTEGRAL CURB 1 OWNER -TO IMPROVE APPEARANCE DIRECTED BY OWNER TO (RETAIN NORMAL SHAPE) IMPROVE APPEARANICE WIDTH VARIES \ C o (RETAIN NORMAL ARES I ISLE PLAN) - PLANT TOP OF ROOTBALL 1 -2" O 0 SHAPE) 1 MAX. �r FINISH GRADE: CROSS SLOPE 2� ABOVE ABOVE SURROUNDING a, `E GRADE m � L o 1r W1NF 6x6-'JV4xW�-" ---- 3" LAYER SHREDDED PINE BARK Q Uj °� Q V MULCH DO NOT BURY STEMS OR 3: o Q o ,o �o TRUNK FLARE �' o �- �_ _ JUNCTION: PLANT TIRES . 8" GRAVEL BORROW (TYPE: B) � TRUNK 0 n LU V) 1 -2" ABOVE EXISTIING Tf>=(LTi=�_ I _-.I _. GRADE �-;111,;111 1�1I 1;I'I tIlII�i=1 I Iil-1 l `,IjI COMPACTED SUBGRADE -,I -. I - EXISTING GRADE L,n � LA Ln FA 'I 1-Hif ROOTS AT OUTER EDGE OF ROOTBALL o L 2 ICU - 3" LAYER SHREDDED PINEI— T I-III - t: - I I=III=� LOOSENED TO ENSURE PROPER u- M M Cn TYPICAL CROSS SECTION IIIIE'IIII-I�I=• '"'''`'' ' -�-III=4 III. BACKFILL-TG-R001 CONTACT m own E °' _ BARK MULCH TO T(0 _ -- I I_I-)I -III=I I . -{ 3 � -.--...._.—_.._— 1=TI 1,=1 I I__ _!I ISI I . SLOPE SIDES of HOLE z �, rd OUTER EDGE OF SAUCER ;--�= - Ird CONCRETE AS SPECIFIED III—II1 I _ _ - KEEP MULCH 2 FROM / IIiIII; III-III-III-III-_.; v �- BACKFILL AS PER C, © ❑ TRUNK % --. . 1/4"W x 1 "D SAW CUT I .a11_a�I�I.-.I�=�� SPECIFICATION v ' � -- -- EXISTING GRADE CONTROL JOINT (MAX. THREE TIMES WIDTH �_- ❑ ❑ _._� / 5'-0" O.C. TYP. OF ROOTBALL DO NOT EXCAVATE BELOW CUT AND REMOVE BURLAP ) ROOTBALL. FROM TOP 1/3 OF / EXPANSION JOINT ROOT BALL. IF I SHRUB PLANTING N T I N C hi I II 1►1. i,'% _`h I I-I I--- NON 4 FINISH GRADE q x. x � ( t J - WWF 6x6-W4xW4 2' MIN. TO ,I I I-==)I I-E-I I 1 , . .,; I t I REMOVE COMPLETE=LY. � 00 Yr�_ t" x:_..�..__.,_.;•.Xr --x4 . - FINISH SURFACE) w � '02 � 0 0 _. _ - I- SLOPE SIDES OF HiOLE f ::<:. :.. ' .... 8 GRAVEL BORROW i TYPE B TAIL N r I__1011=11 I I I 1 _ , --1 I!_ - ) ( OT TO S AL ) _ e 1 - - II - N E oIN I—I; - I=� 010 BACKFiLL AS PER ^�Ti=i _- I I- I =�_ -1 -i I --C =1 I I I=1.-- "' Q "' 111=1 1=1'I_W_ - - l' - - T-- - - � - -- - --- II 1 ; , j i I i I MAP UNIT SYMBOL: 602 EX — MASON TREMONT ST. Vn { PARK 2,372 S. F.IAP UNIT NAME: URBAN LAND ` K u�, m LL X62 oC lHYDRO LOGIC SOIL GROUP: D (ASSUMED) x N � *---�---� •'" Q. O i Z _ 30 ; CIO W I OC et, I z Dx i ( L I . I / 6. • I �o D TC-1, .—� D w C B i I x 65 R I 1 f , LLj 88 � � � qq s it 77 Y 3 1 z NG IfNDUSTRIAL ► �, I _a- k,A, ; i`'1� #73-#7 / EXISTING �r U ! DING 90 =o-} F ! I I I i xP.. 8 U I I_'. 9s NEIGH c a=1 i , N T I Z s I ' 3 5 , 1 TO 2 STORIIES I TC�= Mack Pork Led Kill R.T. O • i2ichar r$F�on, Tr. x, uj -J LLJ t { ( , P I i I i � k41 x Condominium { Q Q Z N V1 I C C ` { #' 89 ,, { it I " I W W ; Ir I I Ioh 'annidis Q187 # 4116 uj EX - DEPRESSION . Rit I naR. o�, tEX - SITE 27,533 S. F.ir -" - z , i � 5 � � _ F— t S. F. 1 G N = 81 -- 175,723 It _ Tc=0 . 7 MIN z r CN -90 + ,v ► tl S to t r � o � _ $¢ &11�daA. = Tc = 5. 7 MIN X > x k �6 __-- - L. 1 ,l Y D 5`CR W , { �x G pFZl�s - �al..� 1820 N i i Ar Ar so MAP UNIT SYMBOL: 602 �d 0b o • • X ' MAP UNIT NAME: URBAN LAND z � ♦ 3 A, 79 , , , • ( ,� HYDROLOGIC SOIL GROUP: D (ASSUMED) i TC '• kms, MAP UNIT SYMBOL: 602tip x ' k+ j� tow; 10 MAP UNIT NAME: URBAN LANDS { . 424 HYDROLOGIC SOIL GROUP: D (ASSUMED) jr 75 � �h • ; I ij r : 1 i • ` I 1 • I t i • • r x 100 jr ' ; V W I I I ,Q•• Ark • t 1Q 1tl i J Z i Q , y7 i g i (( it 3g io • m'a'r ` W I u Q f A8aox 0O=0 ss / LK�tE p` (NEGIABIE!ROW + C Q } X S j� • k / ' �U O IN STOW EVENTS) _ t� Q i. cc Cc CAW Ln ' t. i r � • � , i i t t I _ 1 • , ► _""RAJ► O ! I t a �7 I J CSC d V i CD } s • k. Q p L W v- ! ' Qt �r Vf V1 Vf I 111 > L Q �_ hg* s x� x8J a O '`�' DG CC y O =n = 1 O I u- i ? > A__•r '`!o T m E _� C C C f L [� Z � Cn CAr D D AI t j t r I I i � v� k� kdi /� i � � a Ar AIV C00 oo z 00 Z oo ( 1 _ &n LEGEND B� T ,_'__T-=; --== - NOTES: 1 E I WATERSHED BOUNDARY LINE 9� S s i I i — is � .L �--._ 1) EXISTING TOPOGRAPHIC AND PROPERTY LINE INFORMATION SHOWN ! ; I � # 35ry �} 3a7 TAKEN FROM "SITE DEVELOPMENT PERMIT PLAN OF RIVERVIEW PLACE IN �' S j TIME OF CbNCENTRATION •••«•�I•••••h•'• "•••••••••• w• —10 � !s - SALEM, MASSACHUSETTS" PLANS BY EASTERN LAND SURVEY ASSOC. a3 PErEpw. ` I 3 # 5 # 6 � INC., DATED �IANUAR 24, 2008, REVISED THROUGH MARCH 26, 2009. auusoEu.,JR. I ! # : 1 { fS krre I v N0.4113 h (' SOIL BOUNDARY LINE i { i ) '` 2) ALL FLOWS ARE ASSUMED TO REACH THE NORTH RIVER CANAL 9FGi 91 } I a �{ I lX� *� # & st EITHER THROUGH DRAINAGE SYSTEM OR SURFACE RUNOFF. s 's' }�t ow DIREx TION j HARRINGTON C - GIFFORD CT- I t ' i { ' I i UNIT 11MA!I' UNIT' SYMBOL. 602 EX — MASON—R TEoT ST. ° K 2,372 S. F. I t #i I !' NAME: URBAN LAND P ARK MA3 / � I 'HYDROLOGIC SOIL GROUP: D ASSUMED _ '' '- 64 LL' 1 l.i V • 1 ___• 1r17 l ' / �''!� _. _``30J� i • . o } vx� !'! I e f I ( !{ � / /� � / / kg�3 ✓�- teas j , J 1�y-' �- n J T_, -` _ D � 7�= ` i � ,I - 1. {❑ - I" _ / t / C7 / J _ �t 1L• u_ .� �1 • 1J p uj 00 tj Fx 75 # 77 '1 3- 3 �/2 `_'a J — '� x. `r • O I l �' r�� / 25 FOUNDATION C N -3518 REMAINS/RUBBL_t:_ z C i` / to ! MC1CIc �a(I( I ` ' / i 2a Led Ffil >a.T. I / ) W x n k Richar r�ttnan, Tr. J fV f i• +e,t 3 r �ondomt C �`� Q Z r �, �` , Q O ' I 9 { I zo! r EX — RES B �_ , _ W o- N (A .. X89 / 69- S \ �v� ! — • r. 3, 319 --S.F._ _` _ _ _ EX — DEPRESSION .1i Georg _ -�17 ,6 fl f k,*2 -C N - 0 / -- \ ,r , ...y� I •a 6 f '.i ; 1' �'.� 3 k 0� J �,� —,�J_ . Aster _-__! - / ,333 S. F. 1 , U -1a •` 'annidis _ - _ �> Tc 04.15 M I N • 1�` _ - , 53-59 (/'� — (T'�) W i x / 87 l P� —t3- � a - 2.1 t1.0 - \./N V 1 ' � , - 2., - - -- 12 Tc =0. 7 MIN a J , i , k2G6 / r �1 xAq} • • • • • , / -1 _ Iol hon 0 A �7 . . _ --� `' I i 11 , (N0 CHANGE) I I 3 +12.3 1?-. t- W i f� y �I , ce 85 86 I1 ' On/el El ` j 4� 1 �Jubrt ,�t •• 11.26 RUBBLE PILE ) } RUBBLE PILE i \ Littt� I j V _ - d res Z Ro� nd 0 S i ! 84 �rendo A. 1 1 R �gA1N , } + +' -.{ / ) F�--- W I —✓ x _ Ncrry �' !' y t 1 1x.48 0 22; l a cV ; 1 +' 124 12.5 ) 1 i C. 1 + kx33 I ' I r. 82 a O i ', w i0.6 ' I 8� !t ` `,r 11.24 } . J I Z I J �� �,� MAP UNIT SYMBOL. 602 f I o MAP ';UNIT NAME: URBAN LAND -10.22 0 3 • , 3 fps HYDROLOGIC SOIL GROUP: D -� UMED k3 180 �� � • 10.54 / } ' Q ' ' 0.20 ,a�2 I MAP UNIT' SYMBOL: 602 { i t • ? 0 t r f a o ry�� r • • . MAP UNIT NAME: URBAN LAND rr4r � � i . • — RUBBLE PILE HYDROLOGIC SOIL GROUP: D ASSUMED EX —SITE 2R I j' } I ' ' � r }-^•f r--- � '•.r�' � 179 ,291 S. F. • _ _ �� S CN =8610.50 # I — / �'+•r r KpILEs j/r -1 ` ! r 1375 •. — � ' r •h'a3 Tc = 5 . 6 MIN .�---' 1 It � i\./ ( �•• �' '� '. -'^ "'-' 1. j a'r • yy f x 1j6 ,(� \. 4 ,i � 12 jo At q ! ! !. / ! `1,�\,5 • k y,6 • 1 1.:' y-"'SOI��-+ "'- u Lu O 3 i i 11 \ • • y i k IQ.4 1 y J Z ui ! SS ` _ APPROX LOCATION O Q °; . $ • R. Naini y �- _-' �`� 8• Cl OUTLF ! O X S.1 J •• a su — •• ' ---��_ �� ��NE (NEGLIGIBLE STOREYENfTS G > NAfi uj Q cCtn � + yj; I f }(ti k • • , • %. _, ./ -yam 1 y1 ' I c kit, no i o 3 \ , ! i I 'Re cc co ? ^\ rf — _ x?s �`'� N b• 47 0 ' ' c po 4t yy ~ ` _` f —. I f ,f • �'``> rte``_ '� -1� �" ,�- - - - , iJ — '.Q �` : ! LLQ N Y- W J2 i • j Vf Vi V1 cm cn E N C S O (JJJ ) _ R l.-�� f z '� 1 0 I H �,,. ! ! I j , r t* //// ° k� `� rs / � � j '��• `T�'''�- - j_ __� x--- ..__�`� '.-�,�.ao-.� -L+- \ , , 'x� � N � .3 ce ¢ ) Zz- _ r9� xR* k•/ �-�_` co ( Ar , rvl, So 1.� j s ��u w 1, �'/ ` Z cQ 00 a LA _j LLI IM y 1 i I • z - _. Q O I LEGEND r \ ---� - ; ______ - - - - - - A I a R NOTES: I ! WATERSHED BOUNDARY LINE I ) '6 \ , \ } — "' _7STR 1.5 I 1 EXISTING TOPOGRAPHIC AND PROPERTY LINE INFORMATION SHOWN _ S' _ - ) T f ,� - - # 351 1347 _ c� ; - TAKEN FROM "SITE DEVELOPMENT PERMIT PLAN OF RIVERVIEW PLACE IN �tN TIME OF CONCENTRATION •N•••NN.i.r*NMN. r..N.r. 17 . �Y �- f ` SALEM, MASSACHUSETTS' PLANS BY EASTERN LAND SURVEY ASSOC. 6 PUER rQq # 1 3 5 �` ` � !/ INC., DATED JANUARY 244 2008, REVISED THROUGH MARCH 26, 2009. BL/uSDE ,gip. SOIL;BOUNDARY LINE tt. .w. N■ !.r. • i A6 1 c- ( \ .. E I �. 2) ALL FLOWS ARE ASSUMED TO REACH THE NORTH RIVER CANAL `' 9F'4' a # EITHER THROUGH DRAINAGE SYSTEM OR SURFACE RUNOFF. �9T FLOVI DIRECTION � �?�► � j` I HA C GIF FORD CT. Ad NNW { - - -- - — -- i T , 1 : ! ! I R EMO NT ST. I cn 1' ARK PR — MASON i MLL ! F P I ! I MACK I 1 / 237.E �. .��� I # 64 ! a o M I 62 i Z T ) / S TR 18'44'E X — RESI 132 Q J V" 319 S. F. 0 ! Q o }., E 1n iiS ! N •• J / V N V 0 ; Q W 1 i E X59 S.FUJ ; �57� .Y > ,Z 4 'a� •Tc x Tc =O . MIN W o N f _ ''� 358 — % � / I Vim, ►� N I �' f I PR ROOF -� 'i RT. N0 CHANGE) Z LA �.� Lack Park r LF I f I k4 5 S .F. � Rich r1T,an, Tr. k, L — Q tii N I 9 '`ti'+ V. Condaminium �a 4- g �- � ' •k ! x . d + pC Q Z Q23 . '12PE 1 1sE3W z WAY I Ik \Zrg $ uj oa � 15 i1 • i 3 59 � � i , — + ' 187X12.1 + I i �- 1 I 1 W Z o I 1'a'. I x x \ , , �— • - f t I \. : / ' ' PRD P W E RESSION )n I:--� 11443 S F - l —D EC 1 +,2 -PARK��VG DE Onl • .� 1�1` - 72185 S S . F. LLJ L I ,, • PR Tc r :„;� . • • • 6firSt _0 S . F. j 0 DC e� eg , 'o ``, r ` C N = 81 C� 1 t 1 Q e I ` i i,! ! I l 1�'I � 1 �= ti Tc= 0.7 MIN 3 Q z 1 1 ; . i 1ft1 N I I j j le ` a . 83 -x- a� r 14 mond q• �• rLL j J . ' / rondc C. SEE SHEET 5 a , T j o 1 k x prvey � ' 12-d 1 ( IIQG Q1ADE i N ME iAT GRAC ' �J I IR I PARKING 7 , 131 J.F. C: 182 / a �� { •`� ,0.6 I Ij kis �\j ! +10.22 s tt1 PR — ROOF1 t ! ® 12.3 1 y ( 7 t 180 �x °� —'-'•_ 2110545 S . F. 10. 2+ I �ti I 0 \� ,azo i; 79 —10.5,8 f3f � 13 .T.t . k, GK { o , Rc C. ly t `_` 751;3; 1 + -•____ �• .1Ar 16 tt ti\ x =tity _ x I�1 W Q1 AV ! 1 I i j 2 9 ,C. L) PR ­8 Ce Q�,,�� { 3 10 Y� c. •� / FU�U� '�_ ' APPROX LOCATION I �_ V PAVED WALKWAY R0. No, s' Cl ourLET ALM ��KYE (NEGLIGIBLE FLOW ! ++ ?: I { , i -� i S1M�E . IN STORAA EVENTS} ! ; L I 13 1� jam' d I I r' 1.86 1 + O �• �, kit t ` j j oCe 25 • ♦ 0 4�. � ` �1 co� t �' _ off• r� - i O � Q � I > Eco C C3 r-rn-' r / i ! C �j NO N CC d (i �. 3 .I: � x$ ``.•_,_` -_ --_ ' _,,` , -� (J � '^^`y� I i.�� --.__- _.-.. C..� � � Q � -.,� i ! t`d •O W t( 40 40 JO } ) 3 3 QLA rr CJ N GJ I {;I I E t�• -. -1__ 1- s �, / k C� C X?9 i + -+ i Vf %A tA Vf - o C C C I , L dJ iz cl .t a g• ' -- � ` 00 i }� �-- f/ Y'1 W 00 i k 3L, st6 �. I ” Z ago rn or I f x k •py / r� OAC O Im cc 5 to O_ LL i 4 STP, 351 #' 3PMA M. ¢� �a>3 of At�4r I j XA+ 1 3 5 !r - o BIAISDELL.JR. i 1 11 CCIVIL No 11613 Q ' 8 .j I GIST 3 ; : HARRINGTON CT. I i GIF�'ORD CT. ' i 0 w 0 Y a s U U O O Z Y a w Ae A z w / w U u- wz w O a LL LL z z W CQ U CO U1 m m a > w '' z l a a a v ¢ Building #3 — 24 Units M _ 5,000 sf Com er / X � 69- MAS N -_ S,F. 0 -- P a � Garage N i x J` l ce N 0 mpster Loca ion W/ = I"v IOSUre > 2< n p ,--� -q w m a 0 252 Garage Sea \Tota` on 3 Floors) �--- J Building #2 — j o 21 Spar_ 42 Units SPEED p LIMIT _ 19 S aces 15 Building #1 — 64 Units x � +� CL o � 04U co � Jww f l 1 (J vY W F- ces LU i • �✓ _ --___ LU > w ' Z 0 > � w J z 0 i 'die e' ti. a cc z s 1-- SPEED �p 00 W Q LIMITo�E R`pR U 1 U rn c �'� PROJECT START DATE(M I Y) 5Jj ONLY MARCH 12009 na PROJECT No. ,fes--- � er Ga 0 0 �? o E 101979 x o v Z CaQ 4 NCt,,'1 _ — FILENAME o 0 30 60 90 FEET CJD sign-plan.DWG SHEET NO. ivaImo` a DRAWING NO. XX-Y-Z , ..�` a 0 o T �_ 001 4 d J La ' V TR EMO NT ST. MACK PARK Planti Key: CONSULTANTS 1`�` ` `S- james k. emmanuel associates SHAiD 19-BDN 0 �v IS-$ N SHAD LANDSCAPE ARCH I TECTS s vs UtCr+ _2-S+SAD A RM __.- I � 22 Carlton Rd. Marblehead,MA 01945 _ Deciduous Tree e BLDG 44 6.. -- tel. (781)622 7487 FF=28.25 Io. TO ,��' i fax (781)623-0293 Lv / james@jamesemmanuel.com '3" #7 1 GF=16.0 �� C / -MG i 5,000 S.F. COMMERCIAL www.lamesemmanuel.com u OFFICE SPACE -H _____ Evergreen Tree X I / 1 V V 5-RTD rtv o u 1 to r acmlrl;ur - if Ornamental Tree 69- REVISIONS MAS `! O Shrubs & Grasses o L ® 5-5J P ALKW ( Nt -) J RECYCL TRASH /' 'I jr��.,y EJO TI enter n1 t/ 2-RM 5-5HAD o„ r AD ® 4- M A A AG b-MG TIL FL /4 `IT I I CT CT G — — 6-R7D 3 RM TIL M A® I A N - TIL I. THE NUMBER OF EACH INDIV IX L PLANT I r 1 2 AD 6-LI HE3 n k� 1 TYPE AND SIZE 15 PROV I DED IN THE PLANT 818 SMAC 6_R LI5T FOR CONTRACTORS CONVENIENCE Nov. 6, 2014 i>unie! y && LIGHT TYP. SMAC F Oct. 21, 2014 ONLY. I F A D 15GREPANGY EXISTS BETWEEN - +cit • 6-1_I _$w THE NLMBER OF PLANTS ON THE LIST AND Sept. 23, 2014 T 5 BLDG #2 F SP $ ( - v<) WW1W THE NLMBER SHOW N ON THE DRAWING, THE July 17, 2014 ` # 64 F Stiff. ------------ SMA GREATER NUMBER SHALL APPLY. AT GRADE PARKING sP � 2. ALL PLANT MATERIAL SHALL BE AT APPROVED BY THE LANDSCAPE 4-BWS GRADE PARKING ARCHITECT OR THE OWNER'5 5-LI 5-BDN ® - REPRESENTATIVE PRIOR TO ARRIVAL ON # &? _ 0 �—E- 51 TE. a-AWS 5. PLANT MATERIAL SHALL BEAR THE SAME 1 ' 2_5HAD ` 6-Ll c5P RELATIONSHIP TO FINISHED GRADE AS TO _ted �I 5_u s-BD FF-21.0 THE ORIGINAL PLANTING GRADE. - -Aws -SJ BLDG #1 GF=10,0 4. THE CONTRACTOR SHALL LOCATE AND 0 O -LI MARK ALL UTILITIES PRIOR TO PLANTING. b- ''x ' r m 12-PJM q-PJM 9-IG ANY CONFLICTS BETWEEN PLANTING AND 3-SJ I�-PJM 7-ERG GING — 4-GB5 A 5P ® 2-HE3 UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT A® FF 21,0 = I "^ _JA `2_HB �5 G$5�5 ' _ _Y _ SO THAT ALTERNATE PLANTING LOCATIONS Riverviews_RMe,B - GF=10.0 o r 12-5J —" — - CAN BE DETERMINED. Place,I,bloretentlon- PIN '��"���IL ®— H$ (:see civil dwgs) J P" RM 5. NO SUBSTITUTION OF PLANT MATERIALS \ A® - eP 5-GER I WILL BE ALLOWED WITHOUT THE PRIOR 5-,JA 3-MAG 1 rf\-JA N 5-ERC I WRITTEN APPROVAL OF THE LANDSCAPE Salem, MA 10-16 RM NWALKW R ---— ARCHITECT. TIL PA - -PJM A® 10-JA _I 3-ERG --- 6. THE CONTRACTOR SHALL BE RM _ 6'5-16NGH TYP. a RESPONSIBLE FOR PROTECTIN& ALL DRAWING TITLE PA D AL AY 5-5J � '�� -NS M 2-GB 27_16 FENCE ALONG PLANTS AGAINST DAMAGE FROM ON-GOING 7-IG 5-PJM RM l PROPERTY LINE , pE (SEE F-1) III000N57RJG7I0N. PROTECTION SHALL TIL RM RM RM t RM A _GWp� " BEG 1 N AT THE T 1 ME THE PLANT 15 INSTALLED -- tt TIL TIL PAVE KWAY R�QAQ'� AND CONTINUE UNTIL FORMAL ACCEPTANCE Ott BS ,. -HB A 3-I '��� .. /v C1M��� Lt<;NA� OF ALL PLANTING. Landscape - SIJ . ALL DISTURBED AREAS NOT OTHERWISE A PJM / C �� -7.DEVELOPED SHALL BE LOAMED 6" AND Plan /' ®A l/ '` � � 2-PIN ' PPJEo tIP�Wi iSEEDED. kk 8 y Plant Schedule X �; _ 4-GBS «ttitrrrirrr, Qty Key Botanical Name Common Name Size Q � 4 ,►'► � - ,,�e,�p:,..l _ Elf, !S Oji E}' , V ENA' _ _ _ DECIDUOUS TREES: ~¢ti5 . 5 CSP Pyrus calleryana 'Cleveland Select' Cleveland Select Fl. Pear 2.5-3"calm _ - - ------ — - ------ — —_ — — _ _ _ O a _ r 8 PIN Quercus palustris Pin Oak 2.5-3"cal =�' u 26 RM Acer rubrum Red Sunset Red Sunset Maple 3.5-4 cal _ ' Q 9 TIL Tilia cordata 'Greenspire' Greenspire Lillteleaf Linden 2.5-3"cal '�°��iiypSA��A�```` -- __---"` rrrlrrlrrttitt I —_ EVERGREEN TREES: A 18 CBS Piceaun ens 'Glauca' Colorado Blue Spruce 10-12' P 9 P § �~ - -" 15 ERC Juniperus virginiana Eastern Red Cedar 10-12' o 3 NS Picea abies Norway Spruce 10-12' °0 -�- t---I� ""-*- _� 17 WP Pinus strobus White Pine 10-12' ORN AMENTACTREES: 3 CER Ceri-is canadensis Eastern Redbud 10-12' 46 HB Betula nigra 'Heritage' Heritage Birch 10-12' 6 MAG Magnolia x soulangiana Saucer Magnolia 10-12' 24 SHAD Amelanchier canadensis Downy Shadblow 8-10' 3 SMAC Magnolia stellata Star Magnolia 8-10 'SHRUBS & GRASSES: 18 AWS Spirea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 5gal SCALE As Noted 71 BDN Rhododendron 'Boule de Neige' Boule de Neige Rhododendron 2-2.5 DRAWN BY JKE ' - T-7- - 27 BWS Spirea x bumalda 'Vahouttei Bridlewreath Spirea 2.5-3' CHECKED 1381 D G E -- --`- �-- 88 IG Ilex labra 'Shamrock' Shamrock Inkber 2-2.5' DATE -`--- g ry June 26, 2014 STREET - ____ 34 JA Pieris japonica Japanese Andromeda 2-2.5' 74 LI Syringa vulgaris Common Lilac 4-5' DRAWING NUMBER -- ' 15 MG Miscanthus sinensis Maiden Grass #3pot _-7 58 PJM Rhododendron 'P.J.M.' P.J.M. Rhododendron 2-2.5' GRAPHIC SCALE 28 RTD Cornus alba 'Elegantissima' Varigated Red Twig Dogwood 2-3' ao o <<, 4t 54 SJ Juniperus chinensis Sargentii Sargents Juniper 15-18 PLAN HARRINGTON CZ'_ GIFFORD CT. LANDSGAPE PLAN ( IN FEET ) L-I SCALE: 1 = 40' - - 1 inch = 40 ft. N T f-JI -CANT ST. MACK PARK I H - CONSULTANTS SAS-d 1 james k. emmanuel I associates — L A N D S C A P E A R C H I T E C T S 22 Carton Rd. I 6'4 1/2"+!-w/2"POST Marblehead,MA 01945 •--.-°^"""` .-"'. } I j� BLDG #3 `------------- 65.+/- wt 21/2"POST tel. (781)622-7487 ' J i; -- FF=28.25 _; / I fax (781)623-0293 / fax 73 X13 1 i` I 3 31t32"PICKET SPACING www.jamesemmanuel.com GF=1 6.0 W 5,000 S.F. COMMERCIAL IF y X kl OFFICE SPACE __ _ 6" 11 1/8"X1 3/4"HORIZONTAL RAIL uwreaa T ®A ® ( 3/4"X3/4"PICKETS a • ' _ iCt 6GrT11r?jll I1 050 WALL wor awn --- 36 1/2" REVISIONS 69- MAS y f S.F. ® •p, �—" � 2"X2"POST.060 WALL.. PAV D WALKWAY 2"X2"POST.125 WALL gum ema ri 2 TRASH/ __�r' I 2"X2"POST.125 WALL uaar.aan RECYCLe 2 1/2"X2 1/2"POST.100 WALL Nwr Wm n 1 pR u j � L9' ❑ �' enter UMIrIuI� FK N E 5 1/2" CONC.FCKYITNGS i t _ 1-bb As A A ""'m€ 8 A• I I i I B A—x NOTE:DRAWINO NOT TO SCALE. A Ae N LINK ORNAMENTAL ALUMINUM FENGE r•, SGALE: N.T.S Judith H . A• m I m BLDG #2 { r r _— ' a D D • A � /AT GRADE PARKING D AT GRADE PARKING t 2X P.T TRIM, PTD P 618 FF-21.0 5/4X6 P.T TRIM, STAINED -� 3 G GF=10.0 _ _ O c� �� BLD #1 8/4X4 VERT. P.T SLATS ON r �, �, D 2X6 P.T. WD. FRAMING • ® GRADE LZ C3 A - -- 6 A® D FF=21.0 D 818 - v 3 QP� Riverview0 Place v ® A® l (� FENCE POST Salem MA I'JU14UPANCE 91i PAVED WALeKWAY Alb LL==7� PAVED WALKWAY ''��' DRAWING TITLE 1 ELEVATION BOE - ` LINK 2 5TOOKAI7E FENCE ELE\/ATION A PAVED WALKWAY • i� ' R� r '''--'i �- . � —I (f AL-E: I `l.T.S. • • Fence 1 4 • r ,pr c AIN Plan x'- PVEO �P` PASS THRU LOOP LINE POST l`..'` ,1s �oE P ,r�SPP TOP TOP RAIL s / i j j ACORN GAP ¢ [� '` "- '— _ _ _ �,,► TERM I NAL (CORNER END OR _ 0 -, 1 _ ` _ _ ��� PULL) POST ! _ \ _ _ FABRIC TIE, 12" OG (TMP) ALUM CHAIN LINK FABRIC, r-- 3/16" x 3/4" TENSION BAR AT - - ENDS 4 CORNERS ' — --k -7/8" x 12" TENSION BAND, 12" LINE POST • o �~ r`1'`- _. /� BOULEVARD CLAMP CONTINUOUS, MIDDLE 4 BOTTOM RAILS FINISHED ORADE PLAN _ MATERIALS VARY BRACE BAND/RAIL END CLAMP _ (TMP) m BOTTOM RAIL SCALE As Noted �— DRAWN BY 3000 PSI CONCRETE FOOTING JKE l T CHECKED �� (TMP) ° DATE - _ -` S 'ITR' L--T October 30, 2014 ( GOMPAGT'ED BAGKF I LL OR DRAWING NUMBER ---- 112" UNDISTURBED SUB6RADE �� SEGTIO'NI i GRAPHIC SCALE PLAN HARRINGTON C I' GIFFORD C'I ao o ar: HAIN LN< FEN(f E � Site Flan 'SGALE:N.T.S. IN FEET ) 1 inch = 40 ft. /'<_ �� }r.Yv rlf+ � •tr 51�ij �♦'�� • i� �j �1 ► _ y� v _� + ��F �> " .•,v."N � �� �;i - :•F. � � `It�,'_ 1111 � „ _ - '.�• ��� ' 's�. m � � 4�. � ,• , Ilii A G'"'��� � ::� � .: � .,,,�, �h 7- _ � ��� • ►111 ►/� ,- . , sr. ,:' n , 1 rWONM or*) _ 7 1 ?1!+. t � � �� i •� 6,7,�,Iszo w c�, ♦"` ,11114 , r Ntortun rel n • I 1 s � • 1 1I AW- all o tee , t • dog Q oo O 0 LZ Tno�..; p - r� IY.`!i �rjhv:!rte- '• Y 3•' • _ _- tart. - -{��,• +,\ A•• ..;' �y - _ Y Y _i•_ ., . . - i �-,k`� .�` �:;,'fit' '�`1�_,-' �� s .. Y • , Y - , _ • ;r r " - .. ♦ � �'.i iR'"r r� t_ •>! � ��:'1`, i ���: i '..L!1�1�°x 'n.:" k1 r1� � � ti '+ A• Kd 426' f • r i� t✓ 1 y � M1 t *' , y k , F� fY Oma. . �_- - F .. I _ '� �'. .._ •�. �;�•}/zA :av' 7 ypyd �, S,si,,, ;r.X,•s�„° , . .y'" ..,-- ....�:,:,aY`.ar,.>..'•a:--.�-�`< .. `' r. ..� �' _. ..:,.:. ° '� ,as'.,� ..(�-:�, �'S:. 'R. f r.,� Y t�' s �!r • -' � -^ _;,�> a+�`-��:f, ;.�,, -. ; •,„. ': ',._.-..-. 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N66.18'44"E N64'54'4 E N65'52'00"E 37.75' �^ 109.8 9.89' I — — 4 191 # 75 # 77 #73-#73 1/2 Mama 1 5 # N5 # 61LU I I I� J1 U Ln a0 rn V O JYI IJY ) ' o Mack Park 5,000 SF mLn CC opoCL 0 3 `� FIRST FLOOR OUTDOOR - UPPER SITE 65 SPACES I a // —j Condominium COMM. SPACE 189 Ledge Hill R.T. _ OUTDOOR - LOWER SITE 65 SPACES 1 _ 16' I / /�/ i �- UNDER BOLDING I 115 SPACES 69-71 M4 ------ Richard Brennan, Tr. / 1 — N63'09'02"E 7 UNDER BUILDING 2 32 SPACES E 4 S. g --- J N68'13'12"E 53.38' <; a — — — �- — --- � 42.72' George E Z � ; 50.56' _ / UNDER BUILDING 3 5 SPACES C.+ cli A ❑ RI — DEP _ TOTAL 282 SPACES Cobb o J 0 � LOCATION OF SITE ISTORIC - � o �; Astern ENTER _ Deli RECYCLE # 87 ; j SIGNAGE I HIGH Parking Calculation � 88 s�s•oo•5p.. 1.00' 62.62' h I� I WATER ch � \ or/Bohannon es a &' Rita A ine o Approved 3 la o PARKING ALLOCATION e0 nepn N _N C# 53-59 O 11 185 z _ 186 c' 3 � 130 RESIDENTIAL UNITS 260 SPACES _ N nl Dani1 r — — — ABUTTING PROPERTIES 12 SPACES J Judith E U & COMMERCIAL SPACE 10 SPACES tH L � — 1 Littile I I I TOTAL SPACES 282 SPACES 183 Ra on 75'00,,,o I I I 14 # 84 & d A. soI 1 ----- ---- --------- -------- coi �endo L. � I � 1 ►— Parkin Allocation Chart Ve y g I 14 I o I 1 1 Of 1 = •� I 32I I Imo_ - — 66 61 S II I 1 ' 181 i # 82 0 > I I Cn s • 1 0 0 O O ® ® O I (n N rj I 1 I w W w IO 15 I °�° _ 180 -INNI 1 I 7 2 •i v 0 I BLDG � I I 3 / I FPA (100 FOOT / 179 U a I W ; 1 Io. 49 OFFSET FROM THE Ne W►; BLDG #I 0�� I EXISTING MHW) �4 20 30"E � .65 171 � � 8 l4 I , _ — — _ . — — - — N 18 1 14 Cn 1 r - - - - - - - - - - - - - - _ � _ �___ _ O _ _ 13 I 1 1 LowI Line of Approved _ _ — _ 175 5T CK 12 19 I — I I - _ WDUZ (88.5 FOOT _ — — — - OFFSET FROM THE wo c4 I .., == . — . 68a EXISTING MHW) 1 — 2 � - � I FEMA ZONE A (FEMA - - j 1 MAP 25009C-0419 0 13 3 _ _ -r — �8� DATED JULY 3, 2012) / — t � I 1 L — — — — — J # 13 LOCATION OF E _--------- FEMA 100 YEAR FLOOD LEVEL # 73 SIGNAG�E- �� � — (EL=10.3 NGVD) FEMA MAP �� � — 250102 0001B DATED gv_KNEA� AUGUST 5, 1985 0-4 S 4sy i 55416'40"'N " �� �_� / qR — ETIIHIGH L WA (M(MHW) (EL=4.4 Ca NGVD) O 50 S Commonwealth of , 54 f0oD �i Massachusetts � JV s � � _ - ' - � A�� EBB G5 �00 4*4 O(l r — _ _ (11D \\ I RI SSEX SE �� T Eq EM RT c �_ ��� T 14 4#4 rs go, ------- O J _j ( 1l I River\/iew Place Parking Salem , MA O ' SULLIVAN ARCHITECTS , INC .I N December 17 , 2014 ARCHITECTURE ■ DESIG " ■ PLANNING 580 Main Street, Suite 204 ■ Read i rig , MA 0 7 85-7 1 " = 30'-0" Tel: (781 ) 439-6166 ■ Fax: (781 ) 439-6170 ■ WWW.OSULLIVANARCHITECTS.COM © 2014 O'Sullivan Architects Inc. ,i � BLDG = 3 STORIES 3 : S S OVEP PARKING - - - .. 41 - � O \ O a i I ENTER I� - LOCATION OF SITE � II SIGNAGE 16'-0" RAMP UP BLDG #2 3 STORIES OVER / PARKING 19 ' I ITEM APPROVED REVISED DIFFERENCE i 49 TOTAL PARKING 309 SPACES 282 SPACES - 27 SPACES o " ' 2�1' PARKING DECK ® IST FLOOR ONLY APPROX. BLDG/PARK DECK F.P. 72,111 SF 62,350 SF - 9,761 SF APPROX. RD/SUFACE PRKG. AREA 51,544 SF 65,013 SF + 13,469 SF V tip f .�•. le BUILDING u 1 RESIDENTIAL AREA +/- 90,201 SF 82,536 SF (+/-) - 7,665 SF II BUILDING u 2 RESIDENTIAL AREA +/- 48,352 SF 42,921 SF +/-) - 6,039 SF BUILDING u 3 RESIDENTIAL AREA +/- 29,295 SF 28,212 SF (+/-) - 1,083 SF 77� APPDX. TOTAL RESIDENTIAL SF +/- 167,848 SF 153,669 SF (+/-) - 14,179 SF BUILDING HEIGHT - BLDG =I 50'-0" 49'-2" - 10. .w. o BUILDING HEIGHT - BLDG **2 40'-0" 38'-3" BLDG =1 4 STORIES BUILDING HEIGHT - BLDG tt3 40'-0" 46'-II" OR (36'-6") + 6'-I I" OR (-3'-6") 12 C rir OVER „ PARKING - UNITS IN BLDG =I 64 70 + 6 UNITS IN BLDG =2 42 36 - 6 z UNITS IN BLDG =3 24 24 N/C wob8laa i Y Y t E OF PARKING SPACES FACING 27 31 +4 ° FLINT STREET 1 o , �• o E ! ! e DEPENDING ON WHICH FACADE IS CONSIDERED THE FRONT LINE OF BLDG. �° 12 OF WHICH ARE DESIGNATED TO FLINT ST. RESIDENTS S . .. _ Comparison Chart I qMW / LOCATION BUILDING =1 BUILDING =2 BUILDING tt3 TOTAL. i ONE BEDROOM UNITS 32 UNITS 9 UNITS 9 UNITS 50 UNITS ' / - �' TWO BEDROOM UNITS 38 UNITS 27 UNITS 15 UNITS 80 UNITS TOTAL 70 UNITS 36 UNITS 24 UNITS 130 UNITS Revised Unit Break Down LOCATION OF SITE SIGNAGE Wo O 50 \ �� 25 100 Riverview Place First Plan Salem , MA 01SULLIVAN ARCHITECTS , INC . December 17 , 2014 � ARCHIT�CTUR � PLAIVNIIVC 580 M E- i n Street, S u ite 204 ■ Read i n� , MA (D 80� 1 II = 301-011 Tel: (781 ) 439-6166m Fax: (781 ) 439-6170 ■ WWW.OSULLIVANARCHITECTS.COM © 2014 O'Sullivan Architects Inc. / BLDG t 3 STORIES s� f f OVER 1-7 PARKING O � O !f i N 1 I I BLDG t�2 3 STORIES OVER PARKING I 7111 tl � 1 1 �■ f .R. "" _ o BLDG =1 4 STORIES n rx► > OVER PARKING T1 rw ra aha L � L eaSCi� � ' ➢ y ➢ r 3 ! E B o it ,, yrs 8 VIM VVV I ri1M Iee / .00 1 *01 1 0 50 25 100 Riverview Place Second FPlan Salem , MA O ' SULLIVAN ARCHITECTS , INC . December 17 , 2014 ARC,' " ITE=-CTIJFRE E=-SICIV ■ PLA IV IVIfVC 580 Mai " Street, Suite 204 ■ Read i r-ig , MA O 7 8677 301 OII Tel: (781 ) 439-6166m Fax: (781 ) 439-6170 ■ WWW.OSULLIVANARCHITECTS.COM O 2014 O'Sullivan Architects Inc. / BLDG # 3 STORIES OVER #� PARKING \L 1 ! ! I N 1 BLDG #2 3 STORIES OVER j PARKING 1 _ ..o. UM 1-1 El 1 Yl1. wA G Ary - Alfa ' BLDG #I z ` 4 STORIES OVER PARKING n .R. S � e ■ f 3 1 wi am w Q ww dY/w I .00 100 100, Yfi I � S®ObOQY MY ' YbOC�B / 1 c / I I Riverview Place Third Plan Salem , MA O ' SULLIVAN ARCHITECTS , INC . December 17 , 2014 AF1C,' IITFECT" FRF= ■ ED E=-SIC3, N PLAN IVIIVC�, 580 Mai n Street, S L-A ite 204 ■ Read i n g , MA O 185-7 1 11 = 301_0" Tel: (781 ) 439-6166m Fax: (781 ) 439-6170 ■ WWW.OSULLIVANARCHITECTS.COM © 2014 O'Sullivan Architects Inc. IF / BLDG 3 STORIES OVER77 77L F I PARKING I I �, ❑ ❑ 0 I - � I I BLDG ::t2 -- 3 STORIES OVER PARKING rEl El ❑❑ vww ❑ El 1:1I ❑ ." - °" BLDG �I - - ❑ ❑ ❑ ❑ 4 STORIES ❑ ❑ �?� OVER ❑ r ; O w� PARKING _ y t t t f 3 O 'A A f 1 I ❑ l — ❑ `� F- t t ❑ O �O 100 V Riverview Place Fourth FPlan Salem , MA O ' SULLIVAN ARCHITECTS , INC. 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ASPHALT SHINGLES TRIM, TYP. FIBER CEMENT FIBER CEMENT ARCHITECTURAL CLAPBOARDS LAP SIDING FIBER CEMENT ASPHALT SHINGLES CLAPBOARDS A;2CHITECTURAL ARCH17ECTURAL MEAN ASPHALT SHINGLES ASPHALT SHINGLES 10 HEIGHT MEAN -- FIBER CEMENT/PVC FIBER CEMENT/PVC HEIGHT TRIM,TYP. , TYP. :. : r '� ,. - FIIBER CEMENT STOP OF TRIM, TYP. PLATE �j TOP OF PLS! ATE --- FIBER CEMENT �0 CLAPBOARDSFIEBER CEMENT p o FIBER CEMENT � ;ORNERBOARDS CCORNERBOARDS AND TRIM AND TRIM FO R CEMENT I .. -- — AND TRIM �a FIBER CEMENT �0 R� OOR THIRD �� C RNER S TRIM, TYP. FIBER CEMENT OCLAPBOARDS ' CCLAPBOARDS O FfIBER CEMENT O FIBER CEMENT SECON TRIM, TYP. — _RD . .R: f_ SECOND FLOOR �� p COMPOSITE zoo p DECKING WITH ` a 0 VIINYL RAILING -- -------- --- .... -- — h FIRST SYSTEM \ LOOR VENEER INFILL f eG / - .,= • ~ THIN BRICK SO ,- f( STREET E GLASS AWNINGS AT iv - PANELS AT VVINDOW EGRESS DOORRESIDENTIAL RECESS ENTRANCE BUILDING 3 WEST ELEVATION BRI K C OIL PARKING VENEER h _ ALUMINUM STOREFRONT ENTRY BQICK J ALUMINUM STOREFRONT BRICK VENEER THIN BRICK DETAIL, �—THIN BRICK DETAIL, LEVEL PARKING LEVEL — RESIDENTIAL VENEER ENTRY COMMERCIAL FIBER CEMENT ROWLOCK SILL SOLDIER COURSE ENTRANCE PARKING STANDING SEAM METAL ENTRANCE LAP SIDING LALUMINUM S"TOREFRONT ENTRY ENTRANCE ROOF THIN BRICK VENEER INFILL PANELS AT BUILDING 3 SOUTH ELEVATION WINDOW RECESS Riverview Place Building 3 E Salem , MA 01SULLIVAN ARCHITECTS , INC . 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