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70-92 1/2 BOSTON ST - PLANNING 3 3 s �� EASi'tt�i—S - SpR�- � iPtOvIs CINE ® SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW MAY 12 2016 63 FEDERAL STREET . ' SALEM, MASSACHUSETTS 01970 CODEPTOF PLANNING $ NIMUNITY DEVELOPMENT JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 978-741-4683 May 12, 2016 m VIA HAND DELIVERY Amanda Chiancola, Staff Planner City of Salem Department of Planning and Community Development 120 Washington Street Salem, Massachusetts 01970 Re: 139 Grove Street Realty Trust Applications for Site Plan Review for NRCC and Flood Hazard Overlay District Special Permit Goodhue Street and 70 — 92'/2 Boston Street Dear Ms. Chiancola: Enclosed for filing with the Planning Board please find the following revised plans: 1. Three (3) full size and eleven (11) 11 x 17 sets of Illustrative Landscape Plan and AV-4 Perspective View plans dated May 10, 2016, prepared by Khalsa Design, Inc.; and 2. One CD containing an electronic copy of plans. We are pleased to present these plans for the Board's review and approval. Vry�truly y , it Jos ph C. orrenti Enclosures cc: client _ I —-- _— ae��- _ -- --- — --___ � �T--' PLAN INDEX ENGINEER: WILLIAMS & SPAPAGES � .ASSESSORS INFORMATION: ASSESSORS PARCEL MAP : - , SHEET DESIGNATION DRAWING 189 NORTH MAIN ..T ,-- MAP 15 PARCEL 299 _ MIDDLETON, MA 0' X149 Q I � LOCATION PLAN C-1 � 0-921/2 BOSTON STREET , V _ ARCHITECT: KHALSA DESIGN, I��.., EXISTING CONDITION PLAN C-2 a o - 17 IVAL00 STREET PLAN REFERENCES: PLAN NUMBER 448 OF 48 w CC " G '' RADING & DRAINAGE PLAN C-3 - G � V r— SUITE 400 z LAYOUT PLAN C-4 SOM ERVI LLE, MA C x. 143 � � : � F" �:• W LOCUS DEE D REFEREI>uCES: BOOK 34139 PAGE 369 TILITY PLAN C-5 U �� Q W OWNER. . . 139 GROVE STREET REALTY TRUST 282 BENNINGTON STREET . t/'1 PHOTOMETRIC PLAN C-6 �` ` �..� EAST BOSTON, MA J2182 .�, ., DETAILS PLAN C-7 ,. . , . .� � �"� DETAILS PLAN C-8 : _ �' W _ AI PLAN C-9 i . � � N DET LS - �.. i.J... . �..� N APE PLAN – : ,. . LA DSC . I— o r– . . 0 0 i N ZONING TABLE - _ Z _I . o _ ..- . Z z o . . M - w ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD .MIXED USE (NRCC) Q J _ .. u REQUIRED ALLOWED PROVIDED � N / , -. , . � � � °- '� o 1 000 f z 73 382 ft2 - - - UE TREE MINIMUM LOT SIZE 5, t • � � � � W - . . 0 . . . MINIMUM LOT AREA / DU 3,500 s.f. DOES NOT COMPLY " , (V , � �c cc co 476 f MINIMUM LOT WIDTH � 60 ft. ' ' ..... � 0 0 o w i MINIMUivI STREET FRONTAGE 100 ft. 477.78 ft. -. . . r/ N N � � � � MINIMUM FRONT SETBACK – 3.7 ft. (GOODHUE ST) N Q � MINIMUM SIDE SETBACK - 9.5 ft. , o MINIMUM REAR SETBACK _ � , , P N PACE – 48 MINIMUM 0 E S .. MAXIMUM BUILDING HEIGHT 50 ft. 46.5 ft. • u .. . .. z_ MAXIMUM STORIES 4 4 � – ,. _ 'p O , v A �' �� : G �s � z R N CO ER GE 80 0 MAXIMUM BUILDING G OU D 30 a o�ys 1i N � 2 to 1 0.92 / 64, 46 GSF 9x �. g ', L FLOOR AREA RATIO � 6� f z O `�' � (139,592 GSF) (SEE ARCHITECTURALS) • . � . i � U � . .. � w � ENTRANCE CORRIDOR OVERLAY DISTRICT ECOD 8.2 • . ( ) W o > � . PURPOSE. THE PURPOSE OF THE ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) IS TO - - - � � D AUGMENT UNDERLYING ZONING REGULATIONS IN DESIGNATED AREAS T0: - a J = W W N RAN W T T iTY• 1. PROTECT AND ENHANCE THE MAJOR E T CE AYS IN 0 HEC , AND : ,. w .. � � w Q 2. ENSURE THAT SUCH AREAS ARE IMPROVED IN A MANNER WHICH IS IN THE BEST INTEREST -; . � °' OF THE CITY. F . BUSINESS HIGHWAY (B2) O� V ' _ RESIDENTIAL TWO FAMILY R2 S :,� Bs- � OO �' MN ,— O PROJECT NOTES: - : ' c� � � oy Z .. .. x, t S y. 1 .� / , .' /_ � V - � I TH R S T OF AN ACTUAL INSTRUMENIT �. ` 1. EXISTING TOPOGRAPHIC INFORMATION S E E UL .. �' ILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SWME `v� ,�6� F SURVEY PERFORMED BY W E �, x �£ -; S - � oN T PHI INFORMATION SHOWN ON ABUTTING LOTS�HAS BEEN DIGITIZED FRCOM Z ECOD �r, � :- `�' TOPOGRA C � � U .:-. LOCUS , VARIOUS SOURCES. - ZO E ' y? F; .`Map 15 .Parcel�-..2 (1� �..� - ,, . . A F 1988 ,, 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERIC N DATA 0 ;'::; r ,,. , ;. ,.; :> y �_ � ,;r .r � +.+ �I :N :- m W � :: `� - NAVD88 . ,. : � W , _, . ;. l .: � � '- f 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED o £ x N� S �. BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM � '~' *'' oNo N �� AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO � L r THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE ZONE R � � � �, _ 2 CONSIDERED APPROXIMATE. ZONE R NCC N 0 R2 ��, _ a � ZONE � a� c 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRAC;TCR PRIOR TO) THE - 'Q � � START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING � N - - ONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THIE c th � INT N M EING COMPLETED AS E DED. � L � a� o r PROPOSED WORK FRO B m - m a.., 5. . DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY ANp � U d1 f V N PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIWE IN O � `Y' � W WRITING FOR RESOLUTION OF THE CONFLICT. - - O (.� 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. cn o 0 ATR CONNECTION SIZE TYPE & LOCATION ARE TO BE DESIGNED IN . . 7. THE PROPOSED W E ,_ : ,. O, �' 2 ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. _ � - . 01 p u _ . �, +- R IT TRA - o � 8. -THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENS ONS AND A CH ECU L ART F CONSTRUCTION. R TO THE ST 0 o SPECIFICATIONS PKIO u� � � o o > � � J U 9. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLLESS � - • W Q V L L OTHERWISE SPECIFIED. U GN. J N 4o cO Q L "� "a3 '� _ ` N � � � � 10. PROPOSED WATER SUPPLY SHALL SIZED MECHANICAL ENGINEER. N � � � � .. �/f � U N CJ O H H H 11. WHEREVER FEASIBLE SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET, HORIZONTALLY, . -•: � �' c - 'n u.. rn r� vi m� .m E o c � � V NT i,i, .3 .3 .3 FROM ANY EXISTING OR PROPOSED WATER MAIN. SHOULD LOCAL COND TIONS PIRE E A A PARATION OF 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE. LAID IN � m a� � v� � . L L L LATER L SE W P AT � � _ c D O � z A SEPARATE TRENCH AND THE ELEVATION OF THE CROWN OF THE SE ER LACED NV T F TH WAT R MAIN. WHENEVER SEWERS MUST : � .� c o c .LEAST 18 INCHES BELOW THE I ER 0 E E , .. '� � '> � i.� I CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATICJN THAT ,,. - O � � '� THE CROWN OF .THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER � >= n .� .�... MAIN. WHEN IT 1S IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS _ ��` , � a �:a,.: � , STIPULATED ABOVE, BOTH THE WATER MAIN AND SEWER SHOULD BE ENCASED IN CONCRETE FOR 10 FEET EITHER SIDE OF THE CROSSING. C/� o - � � 12. THE APPLICANT SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DE AR L P R DOM STIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. - - ENSURE PRO E E co�n,�urrl rY oevt�ur��f��raT � _N �' � °' yZ Oa, � O . 13. VERIFY'ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. • F-�I � � Q r" � U .. . zQ � ^ � PARKING CAl_.CULATIONS � s � -� � � 14. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM : � d 2 z ^ .�w DAMAGE IN RELATION TO ALL PROPOSED SITE WORK. _ _ - O �ooz CATEGORY REQUIRED ��PACES PROVIDED SPACES � �p � � ui �C7 w{/1 NJ � Z W 15. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH '780 CMR H • - . . TIA � Zrn � � = � 5405 (THE MASSACHUSETTS STATE BUILDING CODE). RESIDEN L. W� , 2 PER UNI� = 100 96 a u. 3 50 UNITS i ,. � � � 16. 'SITE WORK SHALL COMPLY WITH THE CURRENT AMERICANS WITH DISABILITIES ACT AND _ A H S ARCHITECTURAL ACCESS BOARD REGULATIONS. MASS C USETT COMMERCIAL 1 SPACE. PER _ SEAL 17. PROJECT REQUIRES COVERAGE UNDER THE NPDES CONSTRUCTION GENERAL PERMIT AND 736 S.F. 150 GSF - 5 �Q c Mq MWAT R POLLUTION PREVENTION PLAN.' - P�� ssq THE PREPARATION OF A STOR E � cy o` RIST P. G �, CH N 1 A L DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST TOTAL 10_ 96 • . 8 L � SPARAGES EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. o CIVIL � • ACCESSIBILITY(: �� No.40174 . .. . 1 VAN (96 AISLE), . . . ,: TOTAL PARKING IN LOT 4 U,o� 9 � _ a , : 3(60 AISLE.) - 4 - . �,�o,. F 76 100 I' : , I R 41 PA KIN ARA 6 T WNH ARA 49 EXTER 0 R G G GE & 0 OUSE G GES = 96 - � � ��) , .. _. __. -_._.. - __ -__. __�__._ ».� ... ___ �._ � _. _ __..._._- - _•r--"T---� __ _ _ I ----^----- . � �, I. I - � __. ___ -- - • _-- . ---r- _ __ _ _ -------�- - _ __ --- ; - �- --- ,. . . . _ . '� .. �, �O -< PROJECT NOTES: - � �. ._•-• LEGEND OF ,l ._-.--- ..-•--•-- """ 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT � : � �, SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH- 2016. SOME .. YMBOLS � Q N � � . _� . . �� , . �, TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM `. S � . �, VARIOUS SOURCES. � EXISTING CONTOUR .._._.._ �..�.. ____ - ,(� 14 Y '_ , ;, 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN- VERTICAL DATUM OF EXISTING DRAIN p -. � �' V ° IGN "ATO -. . S P' _ 1988 (NAVD88). z O �` .� � - N .. . '.`` UP #553 ; EXISTING CATCH BASIN ® � .. , ' 1 - 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED •. . . s i ~� � � BY WILLIAMS & SPARAGES LLC FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM J � w �.4,. SIGN' "DO NOT 6 W '\L .. .. 0 � - - zs EXISTING DRAIN . Q E � / ENTER" & "ON �' AND OTHER PLANS OF RECORD NO REPRESENTATION OR WARRANTEE IS MADE AST 0 ... Q i �M �� \Go o >� : Q THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE MANHOLE � _ I • '�.,, , ... ., 'yw �y NSIDERED AP OXIMATE -� .. � - ,.,4 D M 10 4 STI WE � N „ O (LABE ED DMH) Y RX SMH 2 EXI NG SE R . . SQ ••..•• SIG NRTG S �. . �. ENTER & HT 9 CO PR D ' �•, �•� 's RIM=9.87 �, S �- _ �3+ � 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE TURN NL � Y" �`'� - ��'`. � -�� INV=3.20(18") START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING .EXISTING SEWER W ,�. .. �- . _ �� >, N i0N THE PLAN. THAT WILL PREVENT THE MANN 0 .. 8 ,,,, ,,,. a _ .. � v- ( ) SIGN ONE WAY" CONDITIONS DIFFER FROM THOSE SHOW \ ' ;:-.. �, ; in 1 87 1 � � i - .OLE S : W C SIGN ,,, ------ _:.___. V -' - 'riST "STO & "NO LEFT ROPOSED WORK FROM BJ MPLETEC� AS INTENDED. (�'' . `I � P,> p�, P � NG CO a � �`...,, V . . . P ^ '72 �N �� URN" EXISTING WATER W ", c � ; .,y, - � �, G �� pw 5. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION. , '. - � QV _ C�'O <"r � � We � / � � '-.. w...: ``p --_.. _.....,� SS, c�� SIGN "STOP & EXISTING WATER GATE � `. O Q. `,,,� (n o '- ,, sy, lqr „ �: . . 6: -SEE COVER SHEET FOR ZONING. N p 0 L N �_,� q� NYo. : II - .� `-. �' '� N .:.. FL IS ING NT - N FT TUR ,� I E _.-... :. . ^. �� __ ._- -- :. 1 FOOD RNSUR�NS N RATEIEMAP NI UMBER 0205 009C0418G REFFECOT VE ADATES JULYW 6 02014. � W m 7 EX T HYDRA ,� fy `.,, ,, �• _. .� �: 8. EXISTING UTILITY POLE `�. O CE •.,� . H EHH „0 WA ��'F,Q O Q � Q. � H '••� REE ISTI V "� � ._ ,. ...., DO EN R" � 2 c,0 �� TREE 1 WIR ._.. ' ES . ^ 0 . � oo ,, OF' - - .- ._ � _ - U 552 W/UG � - SIDEWAL-M: o � � - - - - - G \ # W O - . - SIGN •, EXISTING CURB m o ...,,� DETECTIONS `� �` 00\'�� G• ", G EP C G �` w�, „ „ SIGN DO NOT - . . ,; , . '`'� �� y O� \ONE WAY /ENTER" i .` .STRIP (TYP) ``•.. .. EX. SMH 'ti, : `SES ,. • 'G'� O G CITY PARKING LOT F-I'/ SIGN "N ��o S - - - - - -- - - - - �,. 12 � F '�. ST ,o EXISTING EDGE OF .- N � � 6• F, (LABELED DMH -,.., `�X• .� EXISTING 6 SPACE`_:; r ._ Cpl 3 � KING" ��k PAVEMENT c� � �o • .... I � � '•- •- '; M=18.1 .. � '-' --,.. I N ` C,QFT �oC - r- 0 0 o w • �8 \ \ TREE 1 /0 '�S F�-/ EXIST. UNDERGROUND T v � F O o - •'''°6 O 2��.. , \ Fyq� F� F� ST SIGN. „ONE � N N � � 0 �. ;,..A' GG `' , � �! OO S).,' TELEPHONE s � � F p \ \ � O WAY" � � oo n to ..�-' o �. �.. - 3 0 O .- n r,,,.,.�"' ONCRETE �S 0 -.-'" ::. �,,.... GUY POLE �/ o EX. SMH � -- EXIST. VGA \ � SIGN e�'io y RIM=9.18 EXIST =UNDERGROUND E � �^ O 0�-.-' _• - #557-84 ' _. . _ • . � w 0 AY" �s � _ V o �.�"` . .,. WALL W)'-.� _ NEW �. ELECTRIC cn SIGN � .-- - . cn .. CHAIN �•- .-'-- �� " f` _._--- �._.._._ -• _-.. 12- ''•. - � �L LG. s"'"� _ -� -_ S42 25 52 E•. ., ;, 1 Fn, S 4 fi[1EY�1 BIKE LANE INV ,`.,, � � �„"' „HAN'DICAP LINK �,'�� : � XI T. LIGHT POLE 34 �- .99 46.22' L. � o .d'''^ PARKING': FENCE � . ., � w` & "NO PARKING" E S �... L.L. ''�`'� �..�'"'" � .. l- IOEwA K �4 � ' � . -? � /� ., 54.04 F_� �. � tiro W : S � �p 'i,,� = S2g•15 . .,f,�' GO `'�. _.._ .._.._-.... . ,,.� N � rn � �O ,= '40" 25.SO' S 1 S F X _ >✓ � oyw . UP #55 GA SHUTO F � o `L � • � BIKE LANE ' , � u.. '2 __.,�,w _._ .._.• c.�� o � � S23°��,;1 S�4• F \ w i SIGN „ . .. cc v , � Z ..: ......, w r' � ,.. ___ .....,�' 0'E F� kiS GAS GATE o � � i�. -,, _�... EXIST; '� 6."�.. .:. . .�-_:. z�' 1, X63 S T MONITORING - � 2g ... n�__. ... v cn 1 � •-.:_.._.. -••---. � F /OF VG WELL M.W. - � � .. GRANITE � 1 , . � � . 6 Wq C ( i � i.i� W -- z .� �• � EX. DMH ; ,..SIGN � W � v � '� DING WALL .� � .� � �0 a w �� TING BV11, cc; � --'' � .. � I ...�__ _.._._.. ...._._. ._ s `� � Oy 0 � HH • � � � � � . EXIS co N �. � .--�''' '� s , . ....v_e .__w.v _v � / , W CO EX. CB _ HANDHOL OE v, z _..,._... .,,,.. � v `�• �- \, i `' � ,,,,:.-•- ----- �- _--� ._____ -- v.___:..: w NC _ Q- 'ELECTRIC" E � � w w ��.� __�_. 2 N �. � `\-- �-- ».._ -...... RF .RIM-7.X95 � z O � � �,;� � �.,... ___ ..__... _.. ____ �' _ � 12 \�� ` � E S/0 INV=3.�2 � - � �`' v � _ ; rri � \ '`L __ ____- .._ _.,-_. C�' � � Oh'ly Ely � r� ._ w , - _. _.__ ��, __... M,..,..,_ _._ .,.�....._ 1 ..., ....: � 6 _.....,__,. . �.�. . ti EkjST �E' � s W ° � k � p N� � � � ...... _..__ �.. '50'16 W .�.... - -, G 8 " ___..... ,..-,. _ .. _....... ,: : 1g � . 40 , ,. :. 22 O�NC � \ ��. � _ � � _`. 3.60 .� \ .. __,_,. _:..... . .....M-- _-- _.., .__,_ .�>� �L �.......... ..--..,. -........ .,- `\ �� _ _.......... N • _.___. ._��.___ 26 -_-- ... ..____ 24 ......; .:.�.__: . ., .. �Y I EXISTING F Sy,�/S/S•4S�S,� \ P G5 � �•. _ _. G F � a. N. .___�_ .,_._._ �__ _..._ - ._.. - - �,-, ATE � k � 'a M.W. �.. � � ___..... 28 - - a Q FF � � s S 0 .__... .... _..,,- - .,. , ... -... .._ -''- •.. XISTING Mr-• �'131a �`• _... _ - r E � ••.... �..... . . 5 �� . _ .:__..: .. �, ` ,;, ,�.v voi � � Sq�F � Coli ,, '. RIM 8 82 O � N .p� �,-_...., . � M F � INV=5.17 ` z 16 w � ��TFR � .._ I � ; ..__ ..._...__ r r'' o 30 \ `. \ �� \ EX. SMH S V �w._,-. ,�. t -.�. _._... 3 SING �r d- - � I V=S.71 6 #550-1 ,.._ . �xls , , ,. ,E� S , �, \ s., E _ _ R . ; . .. CTU z - ........ � W UG • L) o 5TRU l.. � � _,._. -- F 1NV��.54(18 � DD "- 2 ' N� � �/N O �c . . EC �,_ ;� _. z _, 2 - . . , � .. - , .� Y . ._. `- .. .. I , .. _ ...- FT . _ . ..... �... _ / - -.. r ., q / _,�_• ' LINK ,. .. ___... .__ 18 AIN ,. _. \\ CN .. � 12 .._._. W r � ,-• ., ! q .. .., . .. 6 , . s `,.. XI 1 ' N/NG . .,. . FENCE" �: � � �I ., I � - STING F � wFR .� �' R2 � `. ,.� .� fTAININ .'�co ZDNE _ � ', � , G Wq � f "� .o � � � LL ®�--- EX. CB c s SNE ,� � ,� .� ,�;. � 1 � II i CO �' � � � - IM= .� TE 7H �; N � �o` co � , �• & GA � NCRfT ' � 8 8� CLF - � � ,� _... - N ,� � f ., .� _� s R • 6' 0 6' N , t pq0 � � � .�,. INV= n " . - ,�-� �.o0 2.70' O , �' ,� , � � ,� �n S35 51'3 ,' Z � _ .. E Il m ' +� � � �" � h - , ,. � , F � ,• 6.5. g 5� i -. - �, ....__ ;'� �� (/ EXISTING 8" D.I. PIPE a� 5 ' r \ 1, :, .., _ � CON f ;• � � ltijT S BC/j (SOURCE UNKONOWN) L N c7 3 .. -._., wf _' NCRf7- _- r' � i � ''�.,, Cy C Tp� Nc � � ci O .. 2 , f � .. z � ' p eo0 = Q • � _ '..3� �"''' 't f � pp � � �� ,.. �"``_ /� CY r EXISTING W � � ,,. ,. NTNG - L f - - e�, %ri �� sa �-�,. Z �� ; F �,� BITS F i OCF RETAI �., +� � f . . . � \;_ � � `:`; � ..r /Opp T ,� `ti � B ST/N � S� WALL s�. N � c . �.,, � � �.• R ,�' � NG l�,=' 574. 'S3 .. _ � ��'+r .. '. ..,� �`r �1 ! UILDIN�. c,a co '•.... t 'i � \ �� s �.., TING 8 �,,, . a �/ O1 N y� '� F � `'ti i `' �p CJ MN W II f � \ i j/i l i ., •� •.ti 4 � - .. EXISTING �� ` �� f o� ..� 06 �„E . Z � CONCRET � l0.gg' ;�, `�sz o _ NDING � � � � IN LINK FENCE '�36 .... CHA o �/ I O I � \ LA .,.` � � •., � �ry � . f 1 GATE 7H _ - I .. . LF & `•. � of STEPS it N - E N - , „W , +.� O � a, c� o • '` \ J N42 46 27 GATE 6 H ' CLF •.& � , 31.72 30 12 5 .. ,, ., 5 GATE ,> H f o �, o Q cc a U t ... / W 70.4 ,�•.'�. •_�.. �• p -� � � . -: �',.�. ,� 2 � N J N �+�.. • CHAIN i'" 3 -. 52 _.... ," .. \ j 2 Q �_ ,� U N . TREES 6 Y'NK FENCE 6H 23.45' % Q ' .• �.•, : a-a� S p N °J � � � .�'�-- r ,..• ".,. :8.60 _ 05'37 ;, N31 „ �•... N38' ,"W - �� ma o N ' a i i - vi vi vii GRASS � 1� 20 W �30 33 50"Vy .....__. ..: 130.47 _ � \_. :"�� ' C�� N -, U � � - - - ' LIN � , . GRASS e ---- _._ - ��CHAIN Z � I- �' �` _..--36 _o GUY POLE ��, _. T 5 T _ .`' � �`n •� m� m � E a�• c � c. .9 ; KFENCE 7H ' I EX VGC � r r N36°15 ;10"W \-. � - 4 SS N 2 3 �Yo We pr DPW HH .. ._ �� .. � •� '� '� GRA ,� a J � Z f i 1 N,V _ �� D � �. _..., r - r f . 20584 � � L .,••.. �" 3 ° 6'20"W We ''�.. PW HH r 61 38' � m-a - ,. �,. EX VGC N m [� E E E EX VGC EXX V C .� 4 W �� - . Z .. S S S "S � '�. 1� r � � � V � ❑ � � ` S S i s W I W -� S S = S 15" SEWER S EXIST. SMH �� s �� E ; � / ; .� � .a 'app � � p.•p � 3 RIM=32.39 3 3 3 �� UP 4905 O fx• - C .✓ D D � GL. -, � � ® a FIRE PULL o ° B 0 STO STREET ,� N W,�Y S -- �G r 0 r� N I N BOX -P ZONE B2 _ � �- goo � /� � /� , � - --� EX. SMH °I SDYL � `' - _ N ��-� F� V J V J • ..+-.� RZ• � ,W W W W W W •W W '�...:...,,�:., , � - --- � ZONIE ` . RIM=35.47 .r w W 20" W -- W � F�-�O�,y F�'pM S_- ESR VGC I-+-1 � � I ATER MAIN -1 i � F � � � -- _-••---°r ' � INV=26.47 = 1 „�`L W �� 3 N :, � OC</N� � � Fes„ rn � ; VGC Wim_ `JO H ZQ gam ^ :., _ _ - ._ �,� i Z , • S V C � ^� O _ '1 .. •---► __-.•. U C 20 vGC y � W ` �-�`=� NE NR moo ^W . S � - UP 3296...... � ti W "�- � . . d I=- �00 ... � .. .._ �# _ -- z ® __,.. . . - I � � ._ -- _, U ONE _--. Q, �o � ' _.�_ _ - , - :� ,_--- (f'� L!J U P #3 61 -. P-..#1 E6... � � r-• � w � u ...... ... , . - . ..- ' .... 3� � w I 2 R2 � ZN � oo --W z x - Q (--' 1 VGC. � W°1 v=i � a uQ. 3 ;-... _..---' EAL : I S �' ,'��P : . ... , A , . . cpm S L CHRIST P •� SPAR GE . . � CIVIL u, , . . - � . No.4 174 • .. A '/S ' :F. - , , _ _ . .. . . - j Z� �k, . _ _ - " ' �_____ - - _ - -- _ _. _ _ _. __.__�__._ ---i--- - �--�- _. _ _ Q O Z PROJECT NOTES: LEGEND OF SYMBOLS /� 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT 1. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS OTHERWISE V EXISTING CONTOUR 14 ------ - SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME SPECIFIED. 10 M 0) TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM � 9 VARIOUS SOURCES. 2. PROPOSED WATER SUPPLY SHALL CONSIST OF A 6" MAIN FOR FIRE SUPPRESSION AND A 4" EXISTING DRAIN D Z .DOMESTIC LINE. Q; O U LL_ , "'� 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN DATA OF 1988 EXISTING CATCH BASIN ® .. V (NAVD88). 3. WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET, HORIZONTALLY, FROM m ANY EXISTING OR PROPOSED WATER MAIN. SHOULD LOCAL CONDITIONS PREVENT A LATERAL EXISTING DRAIN W z 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED SEPARATION OF 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE LAID IN A SEPARATE MANHOLE BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER PLACED AT LEAST 18 INCHES � � Lu '< AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO BELOW THE INVERT OF THE WATER MAIN. WHENEVER SEWERS MUST CROSS UNDER WATER � � L1J i! THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER EXISTING SEWER S CONSIDERED APPROXIMATE. IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO Ln w OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN Q V) EXISTING SEWER ti AND SEWER SHOULD BE ENCASED IN CONCR',ETE FOR 10 FEET EITHER SIDE OF THE CROSSING. sO .. 6� 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF MANHOLE CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS OQ O's, DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM 4. THE APPLICANT SHALL COORD'NATE WITH THE SALEM PUBLIC WORKS DEPARTMENT TO ENSURE W W �y PROPER DOMESTIC AND FIRE FLOWS PRIOR 1f0 BUILDING PERMIT. EXISTING WATER _ S9 BEING COMPLETED AS INTENDED. r�o O z� 5. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. EXISTING WATER GATE V 1 S , ,I_. (�'� 5. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND PROPOSED STORMWATER , PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING 6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM t., ,'t: FOR RESOLUTION OF THE CONFLICT. EXISTING 'HYDRANT uj � MANAGEMENT AREA #3 `�^ N DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK. - (16) STORMTECH SC-740 CHAMBERS GG I <. L.R ., "':. 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. EXISTING UTILITY POLE �' No 7. THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 CMR 5405 W Z II [4 rows of 4 chambers) i ° �h1y �'1' (THE MASSACHUSETTS STATE BUILDING CODE) - TOP OF STONE' 13.5 ,' 'v �'O PwC= 7. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN �' O r EXISTING OVERHEAD u W 0 m TOP OF CHAMBERS='13.0 E1=;" c4L `'R;�;w{T ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE. OHW N 6i _ �.-------- 8. PORTIONS OF SITE WORK SHALL COMPLY WITfH THE CURRENT AMERICANS WITH DISABILITIES WIRES J = 12" HDPE DRAIN INV=1 1.54 ALN 1 URN ON :r" S ACT AND MASSACHUSETTS ARCHITECTURAL ACICESS BOARD REGULATIONS. Q Q Q BOTTOM OF CHAMBERS=10.5 8. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL p U SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. EXISTING CURB v� Q BOTTOM OF STONE=9.5 �•t ' • N GENERAL PERMIT AND THE C 9 PROJECT REQUIRES COVERAGE UNDER THE NIPDES CONSTRUCTION z /� O (20.5'x30.92') �/ �C � ST� O » " PREPARATION OF A STORMWATER POLLUTION (PREVENTION PLAN. V I •. _' ,� y EXISTING EDGE OF _ W 18. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION PAVEMENT m o OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. EXIST. UNDERGROUND T N ca 19 SITE TO COMPLY WITH ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL BE PER THE TELEPHONE 0 Lu Oo Y; �� MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (AAB) AND THE AMERICANS WITH t\ N N EXIST. UNDERGROUND U o Q / H \ . DISABILITIES ACT (ADA) ACCESSIBILITY GUIDIELINES. ELECTRIC E N `� EHH <. TREE 2" 00 ^ c�0y� TREE 1' S 20. ALL PROPOSED CURB TO BE VERTICAL GRQINITE CURBING UNLESS OTHERWISE NOTED. EXIST. LIGHT POLE # V S EP W 21. SEE COVER SHEET FOR ZONING. GAS SHUTOFF Z cloo PROP. CUR �6 j CITY PARKING LOT qop� GAS GATE W EXISTING 6 SPACES , F - 3 0.1 oa 22. PAVERS TO MEET ADA GUIDELINES SIGN 9' �_ z S .,Tc4 \ TREE 1 T _ W \\ PROPOSED CONTOUR 26 � CL Q =2 0 SCO >, W o z �:� Z PROPOSED SPOT ELEV. "' N 7 ' �� SF 13.5 u w a 1 g4Fss `� �F, s _ PROP. DRAIN FLOW i' W 2 _12.67M, UTLET- _ RO .•'RCS PROPOSED DRAIN p LJJ p m i' `1 w aye U w cc POP. S v PROP. PROPOSED CATCH BASIN O W � o fj 26 15.0 S-57i( )To MEE1 ADA (SEE ARCH PLANS TEPS �cX/sr \\ W S SHALLOW CB > w 26 °_ PR 15.5 = • PROPOSED YARD DRAIN ° _. . ..._.. I` _..__ ---------. . ,C � C RIM=7.95 95 �� w F• CUf g - C 12' iNV-4.25 a J EL-1 .0 15 �� o R - EX. DMH w e ESIL N - �_ Op O ° p /� PROPOSED ROOF DRAIN RD - RD O a _G.F. _ RIM 7 95 CE, H� 99 5 � ENTRY } � � w � '`w � REPLACE CB w. Iv ( = GRATE WITH FITNESS / \ ' V=3.92 PROPOSED SEWER -(� O EX CS � .... .. 15.0 ... 14 - ROOM ENT i �� .� p PR POSED ° \ / O 18 TRASH F F_ RY STO / i �!� _� Q v tiyy �� P. RIM=8.0 8.0 IN SOLI , ti S� � � PRO PROPOSED PAINTED RECYCL ° ° ° ROOM _ 1 - 15.0 i �' RFT RO 12" INV=4.17 IN V / LOBBY p n �/ R s, TRAFFIC ARROW "��► ENCLOSURE 20 eC A:p 6 S 7 GO \qY� �,�� PROP. DMH X22 .. . _.... _.. _ . J / - 2_ SPACES 3 SPACE. PROP eV 8 F \ ,, RIMS-9.30 RET WALL �. - _ .SIDEN E O`S SPRINKLER . \� \ "` `� INV=5.63 IN ROOF PROPOSED m N +__l2% o. _ j2E Ej� 8,. 14. _ 26 _.. .� ,,,.� 2 C FENCE RAIL z _.... CB c� 4 _.... c� �, ROOM •, 12 NV=6.08 IN ___ II QE...___._ PR-OP ED SEDIMENT. AIL "' EL-16.3 - -P,IM `14.70 0' GARAGE ENTRA ICE 12"" NV=6.08 OUT (L DMH z .. 7 Op ��Jw 0 LABELED SMH) Q & OIL 'SEPARATOR �'9 ( LIGHT POLE Z 2.25 c�'-'-' G.F.=15.0 BOS 2 S/OF c RIM=8.82 TW-31. 1\ RIMs=BROUGHT TO F.G. TOjV SI Wq�k� �'\, INV=5.17 IEL=15,2 TOP OF TANK=13.75 10 SPACES _ -12.19 �'� ` PROP. 30 S RET WALL a 1 " INV UT= 94 YD # 5 �' % PROPOSED STORMWATER r 8"INV 5 1 �� !✓ �= c MANAGEMENT AREA 1 a+ r PROP. RET Inj B TTOM OF TA =7. • - , � j g # ALL X21.10 SUMP 21. ; \ E O O a. 34 TW-32. ``` ` I 7S ,O (42) STORMTECH SC-740 llCHAMBERS 1 [6 rows of 7 chambers) �► 2• 3 F ? 1 Sp D \ Rq/� TOP OF STONE=20.5 �. N F.F EN TR rte. Y #2=2 5 ' .- qc�s w� 0 TOP OF CHAMBERS=20.0 a00 31. f -1- X27 IV 8 INV=2 .25 z r 31. _. \ 0 \\ F `�.� S 12" HDPE DRAIN INV'S=18.54 IN +, N UMP= 0 �„ 12" HDPE INV=18,71 OUT cn 31.0 , PROP. ROOF DRAIN ✓ �.�, BOTTOM OF CHAMBERS=17.5 (V c Q 30.5 6.0 r FF-27.0 FO _ p llJ C is 8' HDPE INV .OUT=6.5 G / 2 -.- BOTTOM OF STONE=16.5 �- +r TW-36. /_ C _� ;, / �l' ,' Sp _. t ROP. SEDIMEN -.� (30.0'x52.28' a N BW-31.0 =31.0 ' ' -RET-- �---- " `� �_ SES PROP'. .DROP_DMH I& OIL SEPARATOR EX. CB c S ....�,•• ) Q v O 1.gX INV= ti� RIM=16.GO ^� RIMs=BROUGHT TO F.G. RIM-8.8� � 0 � N 1.01ry � r1, TOP OF TANK=22.45 INV- L L O 1µa6 F 6.96 / 1 INV=10.00 IN •� V m cc % \ FG= 9 G= .91 12 INV= 00 OUT � � `~ -,^ 12" INV IN=20.86 \ �`' _ , r � d7 ry � RD i 12" INV OUT=2(0.61 m 06 rz -._ 3` RD \ TC-30.5 5.5Xy i ROP. OPD H �i !�y O .-- c� w -�' RD \ IC-30.0 27i MA; CROSS ' F.G.=26.8 IM=2 .66 ^� �� BOTTOM OF TANNK=16.53 EXISTING 8" D.I. PIPE � / --► `'-r �--- \ 1 `\� p � (SOURCE UNKONOWN) RD TC-2&5 3 BC=28.0 SLOPE �F PAVERS 12" 1 IN= .50 Rq� ° °. \ PRCOP. RET WALL I OUT 6.66 4 T1N=24.0� ~ wr RD r R9 2 \ ° O N �,p , o _ .oZEXISTIN,'` ETAININGG.F.-31.0 _.__ R / y \ � �y ,,- c � G.F.=31, 1F► -- _ / \ TC= g/3 PROP. CUR \ 'WALL � O � fV (w� 1 _ 4.+ W e I �,d L TW-36.0 0 G.F.=31.0 "� � BC= 5.8 2410 / � ,.... � � c G ` cB � o BW=31.0 P G.F.- 8 _\ `'� / RIM=26.25 N o > L OPOSED `31..o G.F._ OuT 31.0 �'Y0 , RD INV=22.25 YD #3=25.8 ® / O J a U UNIT r UN NHO ES `� ' �. , ...- � � � ,, / 24. - , . ... o ,,,� � Cu o UNIT UNITS PROP. S 0 i \ 12" 8»INV=23:55 / z / C-23. 1 L . UNIT4 HYDRANT HDPE p SUMP=21.30 / / , ` N J N w w F,F,= UNITS FDC PROP. DMH D \ RAIN �� 40.5 F,F,=40. UNIT 6 - __ _ RIM=26.5 �� \ 39.0 `` F.F,= _ _ . R -•-'" D 2 U vai v v v _. ., TC_ .4 ��. T.F.= 40.5 8" INV'S=22.48 -TC-26.0 C.F.=31.5 C.F,=39.0 T.F.=39.0 F.F,=40.5 F.F,_ SPRINK 12'' INV=22.15 �� DMH D BC=25. 1 H OQ BC= 9 Mme. H a -0 = 31.5 C.F,= T.F,=39. F.F.=4 -� MLER ' I `�0 ` RO \ TC-27.0 RIM=26,OS �~ `- DRA` '�:a L U 0) �° v, Ln vi 40.5 �t> 3i.5 C.F,=31 5 T.F,=39 r 0.5 aP .\ ed `��` Ro BC-28.5 INV- 1.75 X24% -. rn as rn 5 =39.0 \� 12 / ° ° IMPERMEABLE ca � cc ; - c 31 5 M \ / \ Rp \, �� HDPE GRAIN d�°� 4.3 ° MEMBRANEl' m g Z M rz rz 38.0 7. M RD 23. OFF EDGE OF IV U- - - , � 32.0 S I � '� � � 7W=30.0 i �� 27. \ RDS I q STONE (80-ft,. N � � � � BW-29.0 i 9,. C=26. \ \ R I ° ° ° TW=23.0 LONG)-DEPTH' `� W o \ \ PR TO EXTEND in O � a- 0 D - TW-2 .0 BC=22.5 1-FT BELOW ROp �T20RD ° ° ° BOTTOM OF TREES 6' •. ' �-_ � b TW=30.0 BC=2 .5 T RE.T WALL ' �BC=26.8 8 -25.5 24 STONE LAYER (n GRASS p 0 0 GRASS _ - _ _ _ .__\- ROP. RET WALL-'------ - 3:1f C+.24. 36 ..Gi T - =- - - - - - - - - - - - - -- �j f x �u T - s ' 5 w rn 0000 ,. T1 T GRASS 1140 �Yo w c r.. EL-23.5 / "� - 000 ^•, 2 ___ � Z Q ren aoO E E O w - , g S _..�, _--------- S - -- s - ------ S ----- S �_. _ S EL-22.3 F� z Q g `n ^ S ] �/ -_ S - --a S s _ 5 i U', �� -- EL-2&5 ^ w g Z°^° w S I. GG - = i-. w ° 3 BOSTO � � STREET ' J `� co s -- � � - F�-� � N= oO °' 00z 22.0 � � ^ � ooXW I DOUBLE GRATE Z � ' SDYL PROPOSED SDIMENT _ C� & OIL SEPARATOR g w W w w W, w W �.d -- w ;� -- � c SHALLOW 20' WATER MAIN) "�- W T TO F.G. CB RIM=22.30 i' "'---�_• 3 ^jam PROPOSED STORMWATER 9�-gF T _ 12" INV=19.50 MANAGEMENT AREA 2 12" INV N= '9'25----- SEAL M FOR -OWNHOUSE ROOF RUNOFF ONLY . 12" INV OUT=19+.00 w `JO �F.Q � ASS�'oy BOTTOM OF TANK=14.92 --� �""' o� CHRIST P. G O W (12) STORMTECH SC-740 CHAMBERS _ I� '"' �`S S w W ```"'�^ 0 SPARAGES w (3 rows of 4 chambers) CIVIL N C TOP OF STONE=23.0 No.40174 z `r TOP OF CHAMBERS=22.5 Q 6" HDPE ROOF DRAINS INV'S= 21.5 IN BOTTOM OF CHAMBERS=20.0 BOTTOM OF STONE=19.0 (15.75'x38.04') �� - LEGEND OF SYMBOLS ZONING TABLE PROJECT NOTES: _ � 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT 0 La Y ZONE: NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE NRCC SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME EXISTING HYDRANT TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM w. i VARIOUS SOURCES. EXISTING UTILITY POLE RED,/AL (, REQUI LOWED PROVIDED U �. 2 L 15,001 73,382 ft2 NS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM of MINIMUM LOT SIZE 0 ft2 1988E(NAVD88). EXISTING CURB V MINIMUM LOT AREA / DU 3,500 s.f. DOE`:'; NOT COMPLY F' z EXISTING EDGE OF I 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM W PAVEMENT MINIMUM LOT WIDTH 60 ft. 476't AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO U I THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD HOULD BE EXIST. 'LIGHT POLE # 6' Q � MINIMUM STREET FRONTAGE 1001 ft. 477.78 ft. CONSIDERED APPROXIMATE. O ,ys MINIMUM FRONT SETBACK 3.7 ft . (GOODHUE ST) 4 ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE SIGN MINIMUM SIDE SETBACK — 9.5 ft. START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING S PAINTED 6'l CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED o TRAFFIC ARROW N "STOP AR SETBACK SED WO FROM BEING COMPLETED AS TENDED. PROPOSED RK LET IN SIG MINIMUM RE 5. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND O MINIMUM OPEN SPACE - 48 % v j THE PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN PROPOSED RET WALL WRITING of FOR RESOLUTION OF THE CONFLICT. W SIGN "DO NOT W (FENCE/RAIL) MAXIMUM BUILDING HEIGHT 50 ft. 46.5 ft. cD ENTER & "ONE F WAY" 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. . U QO E, LANDSCAPED AREA MAXIMUM STORIES �4 4 N SIGN "DO NOT ENTER" & "RIGHT MAXIMUM BUILDING GROUND COVERAGE 8(0% 30% 7. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN p r PAVERS , TURN ONLY" ACCORDANCE WITH 248 CMR 10.00: UNIFORM STATE PLUMBING CODE AND APPROVED BY Lu N z W m_ PAINTED HANDICAP SCe IGN SIGN "ONE WAY" FLOOR AREA RATIO 1 2 tto 1 F 0.92 64,246 GSF / THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. Q (, F�� «� ( 39,5592 GS ) (SEE 4RCHITECTURALS) Q uj U SYMBOL ST `"e� "STOP" & "NO LEFT O N Q �. �G' �� URN" 8. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL J W I �� C �� O '�, PARKING CALCULATIONS SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. - r BOLLARD O 'ApS ��C,��QvLi S SIGN "STOP" & CATEGORY REQUIRED SPACES PROVIDED SPACES O PROP VERTICAL GRANITE �9�� NO LEFT TURN" 9. THE APPLICANT SHALL COORDINATE WITH THE SALEM WATER DEPARTMENT TO INSURE CURB (VGC) VGC PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. RESIDENTIAL 2 0 U PER UNIT - 1001 6 5 NITS 9 10: PROPOSED RETAINING WALLS TO BE DESIGNED AND CERTIFIED BY A MASSACHUSETTS N N w PROP SLOPED GRANITE EHH _ R THE CITY OF CURB SGC O EHH DO O ENTER" PROFESSIONAL ENGINEER PLAN IS MUST BE SUBMITTED FOR APPROVAL BY O U o Q I T E:E 2' COMMERCIAL 1 SPACE PER - SALEM BUILDING AND ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. ` D SIGNTREE 1' 736 S.F. 150 GSF = 5 00 N (° >, F, 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROMST O N - - - - - - - - - - - DAMAGE IN RELATION TO ALL PROPOSED SITE WORK. SIG0 AY TOTAL 105 T 96 N �G N PROP. CURB CITY PARKING LO F�j SIGN NO E 12. THERE ARE NO RESOURCE AREAS PRESENT ON SITE SUBJECT TO PROTECTION UNDER GG WAY" . T EXISTING 6 ACES PARKING"S - HE MASSACHUSETTS WETLANDS PROTECTION ACT TO THE ST OF OUR KNOWLEDGE. ADA SP' F � Cp �. P T LAND CT BE • COMPLIIAN i \ �VCRFT TOTALPARKINGACCESSIBILITY:N LOT 1 VAN (96" AISLE), 4 W N • . PERMIT AS THE AMOUNT of GROUND WCR F 3(60" AISLE) = 4 13. THIS PROJECT WILL REQUIRE A NPDES \ TREE 1 ' S/p�, 76-100 DISTURBANCE SHALL BE MORE THAN 15,000 SQUARE FEET IN AREA. > z CURB TO BE �GG' �� q�� CURB TO BE SIGN "ONE 49 EXTERIOR, 41 PARKING GARAGE & 6 TOWNHOUSE GARAGES = 96 REMOVED EX�c'� EMO��O ADA RE�40V'ED SIGN' WAY BIKE RACK: TWO BIKE RACKS WITH 10+ SPPACES 14. SITE WORK TO COMPLY TO ADA STANDARDS. N Q ADA 6E R. COMPLIAN EXIST. VGC c� COMPLIANTSg NC ."ONE WAY„ W 15GRANITE' ANI CURBING LESS OTHERWISE NOTED. WCR ��E WCR Mqk RgMp SIGN "BIKE LANE" ALL PROPOSED CURB TO BE VERTICAL GR TE UN ERW N z K RQCIe/ � SpF -DE-SAC).C . Q wPROP RET WAL (SEE ENTRANCE & INNER CUL O„ EwAL �'��✓ I 1Y i -PROP 5' WALK �. PROP. BIKE ”' U DNC• 81D ;�u ti` `� I U? ty ;'i! / RACK 16. PROPOSED SIGN LOCATION TO BE APPROVED PRIOR TO CONSTRUCTION. p 24 BIKE LANE . u PROP. 5' TEPS FX / SIGN OU WALK {j',y2 r '•<: _ F / 17. SEE LANDSCAPE PLAN. BY BLAIR HINES DESIGN ASSOCIATES. CONSULT ENGINEER. SHOULD) ce n A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND LANDSCAPING THE CONTRACTOR � .,, :• y. of S� �� h W w B RAMP <<•-, J P VERS C w r. PROP,. A �L Ln p - ...; r : ` q</, SHALL NOTIFY THE OWNER'S REPRESENTATIVE W WRITING OF FOR RESOLUTION OF THE . . _ CONFLICT � - i w 99. acv CONCR. a 0 o FITNESS FTF 8 TRANSFORMER PAD IS APPROXIMATE ONLY BE DETERMINED BY ELECTRIC t / / 1 PROPOSED TO 5 SCC V PROPOS " TR ROOM ` S/OF COMPANY. ED 5 _ASH O� S COM AN ^' `TRASH / RECYCL SPACES ROOM RET a ENCLOSURE °BBI' 19 PAVERS TO ADA GUIDELEINES - g � q�- F . PROPOSED ,FET 12 x20 t PROP: L p F�Ftr S.F C9Q SCC ` I .AREA r t 2 SPACES SIDER & D 20 PROPOSED FENCE SPECIFICATIONS TIONS TOBE COORDINATED WITH ARCH ITETC SPRINKLER AND LANDSCAPE ARCHITECT. ROOM f ,I PROP- 9 ' Q wz t ?0-ST2ALS OS'TON AREA __ 10 SPACES 9x22' TYP,)PRC3P. REfWALL E7, �NOscq°F qRE°q p S�/perFw q� � z o 7 p PROP. RET WALL 9 WOpD GUAR +, I DRAIL TO CODE FS l Wq�k PROP.ADA ,n _ _1 77 COMPLIANT , L — SpgC °Rpo r WCR f- 8 S 9 . s'x 19' CO +� FNCF (TYP.) N t i O ROP DSC AREA S � 1 P N APE { : p SpgC� TR TRA o Q PROP, � T° RET WALL ,S MFFT q pROp. • 8 r RpOq a- (31 c rRS NC oyVp REqTRKG PAD SPACES 6( +oQ PROP. MUN/ NG LK �• T mPROP PROP. CNCHC. RAMP CNC � cn • EENT �;� H C •:: �\'p� � , .� ;,;,w Rq/ , �- '- C4,4-,y-gO�Y . S RAILING f.- PROP: RET WALL ` .. RANGE N W/ RA L N \ o GARAG � � � � . PROP., A C � — N R c — C PROP CUR F<q o FN c p h Sc �F . c, OPOS ApE o UNIT I OSED OWN NYo D PROP. LS P4� N 3 �- 2 S _ - 'r 4 Sp PRO HC. N O c 1 t1IVIT' 0 E PROt� BIKE 0 : . N) H � H U1V1 , r ACF RACKS EA , Lu � o o UNIT 4 C HYDRANT S ALK RAM P 1 0 AR 5 U T3 S UNIT Fp PROP 5 W 7 UNIT 6 I Q L ' 6 SPACES • 'I''t"t`r•�7.i,�, ,0 ,0 — _ 100.4'f SPRINKLERrp U ca/f v _ _ ROOM I i ' , S T r�.t.,_ N 9.5' - r` '\ N Sp t T� CA-•� � I q � N GJ CJ N FN I CFS, ,� ': �,•� U � � ._ • � � I I 1S 1 r" � Q1 'fl pl Q1 al I I PROP HC .�. A v m m = c c ( I -LIGHTINGSEE 19 SPACES RAM UPS �I Pt IGN � Qu zCAFOR FE LOC. PROP. SNOW Z 4_)PROP. SNOW9x19 v DROP. O � u-AGE SIGN ~AS-S o ftEES a ®•3�. a3 t'I 4 6' Op• R PROP. SNOW E T N/ALL . L PROPS Z �` STORAGE e : RASS ALONG B OSTON STREET LK =51Rd ' _ AREA REPLACRGRASS E E 24 EX VG(C Gf� 00 ; F-T+ �1 � FRONTAGE �Ya `o� P P HC GC o EX VGC EX V RS r,,F AMP -I- rn ^ .. EX V GC `� PAVE R i N c 00 t v, 'G' Wz QM00O T CLOSE IS ING ,. CUR & CLOSE EXISTING H PE °�° ^ w EX IS STREETEXISTINGOtt tt_t z MATCH CURBING TY CURB CUT & R CURB T & CURB T & HC. , a, ••,,, R 0 ING TY CLOSE EXISTING P t-..►. -F- c, o0 MATCH CURB PE .t. O " z CLOSE EXISTING STING - CLOSE GC CU P t.�� N MATCH� XI MATCH CURBING TYPE CURBING TYPE : MATCH CURBING TYPE RAMP ''t-�.�...t.. ,Jf �,� - I - :. E w O w p Z z t G TYPE Z^ F. 0 w MATCH C RBIN CURB CUT & �-. F..� M ^^ -- F•-�i 20„ WATER MAIN ►.' O T CLOSE 'EXISTING ' VGC (� W°' v=i a 3 " ----� E MATCH CURBING TYP U ;. VGC SEAL • VGC • bj Z „ : CHRIST P.ry N S S : : r . - VGC- o PARAGc CIVI L cn T rr^^ V No.40174 n - GENERAL UTILITY NOTES: : LEGEND � OF SYMBOLS 1 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS i PRIOR: TO - _ __ TION. ENGINE SHALL BE NOTIFIED OF ANY DISCREPANCIES AND R FIE S A EXISTING CAT Q : . CH BASIN 0 CONSTRUCTION. ER CIE • 0 14 � � CONFICTS B � LL ALL L BE RESTRAINED WITH APPROPRIATELY SIZED THRUST EXISTING .DRAIN V , • BLOCKS OR RESTRAINING GLANDS MANHOLE t � EST SERVICES SHALL IN ACCORDANCE +�! TESTING, (STING SEWER : Ln Z THE REQUIREMENTS OF THE CITY OF SALEM. -- ES ING, FLUSHING, AND (INSPECTION OF NEW WATERBE DANCE .. � WITHEX EW O O B .. EXISTING SEW E RA MASSACHUSETTS APPR0IVED TESTABLE DOUBLE VALVE ASSEMBLY BACKFLOW MANHOLE E INS>TALLED ON NEW FIRE SERVICES. S •,,,,. rvooO�> Q Ll.! 2 TRENCHES CUTINTO EXISTING PAVEMENT SHALL BE HEAT PATCHED EXISTING WATER Q � L STORM DRAINS SHIALL BE 12" DIA. HDPE EXCEPT AS OTHERWISE NOTED HEREON. EXISTING WATER GATE a� 9 DERGROUND ELECTRIC TELEPH NE A N 6' TO : : 0 C BLE A D GAS SERVICE SHALL BE INSTALLED IN - EXISTING HYDRANT . 4 UN ACCORDANCE WITH THE RIEQUIREMENTS OFH UTILITY COMPANY HAVING JURISDICTION. O . ` rvo v 1 . IS SWALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL SEPARATION _ W EXISTING UTILITY P UP 553 . OF 10 FEET A MINIMUM 'VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED 5 WATER AND SEWER OLE # EXISTING 'OVERHEAD �^ . PROPOSED STORMWATER WHERE WATER AND SEWEf� FACILITIES CROSS. IF EITHER OF THESES CONDITIONS CANNOT ----•- E __ U .o 0 MANAGEMENT AREA #3 BE MET, THE SEWER SHALL BE ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON ES II N (16) STORMITECH SC-740 CHAMBERS EACH SIDE OF THE AREA WHERE THE REQUIRED CONDITIONS ARE NOT MET. .- 4rows of 4 chambers oy EXISTING CURB �, �^ �o [ TOP OF STONE-13.5 ) EX. SMH EX. SMH 6. ALL NEW SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC PIPE CONFORMING 'TO w _ : zWo TOP OF CHAMBERS-13.0 (LABELED DMH) RIM=10.42 THE BUILDING SHALL CONFORM TO THE EXISTING EDGE 'OF Q U " RIM=9.87 $ ----- STATE PLUMBING SEWER OF SHALL BE IN CONFORMITY WITH THE � . O U 12 HDPE DRAIN INV-11 IN - s RE PAVEMENT cn Q _ M BOTTOM OF CHAMBERS=10.5 INV-3.20(18 ) REQUIREMENTS OF THE CITY OF SALEM. _ _ �, BOTTOM OF STONE 9.5 inv 1.87(18 ) \ F UTILITY VI ARE EXIST. UNDERGROUND //••�� i I'j 7 L SERVICES E APPROXIMATE AND SIZES SHALL BE DETERMINED BY ARCHITECT CL W O (20.5 x30.92) ST �� °yw AND MECHANICAL ENGINEER. o G G TELEPHONE C � V N 8. ALL COVERED PARKING SHALL BE EQUIPPED WITH FLOOR DRAINS WHICH ,DISCHARGE TO . J pyo SS AN "MDC GAS TRAP AND, ULTIMATELY, TO THE SANITARY SEWER SYSTEM. ELECTRIC o o N w . s WITH RIMS LOWER THAN ELEVATION 1 .0 E IST P � o PROVIDED WITH WATERTIGHT COVERS. N N 9 ALL PROPOSED SEWER MANHOLES ON 0 SHALL B EX .' LIGHT OLE � H SF oo co w 10. V SHUTOFF EHH F�4 ,• SHUTOFF VALVES ARE TO BE PROVIDED FOR ALL FLOOR DRAINS WITHIN THE PARKING TREE 2 GAS S � • NUNDATION ING D EVENTS. BUILDING s MECHANICAL PLANS R DETAILS G S THAT ARE SUBJECT TO I DUR FL00 SEE GAS GATE 13rtooO TREE 1' p AA 0- s �s1P \ , PROP. MDC 'MEC NIC FOR <o �� G G G oy�. U #552 W/UG GAS TRAP 1 1. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN DATA OF 1988 SIGN DO T A D ,max SIGN NO RIM=9.9f (N V 88). . ROP IN W "V f EX. SMH 2„ SES 2 O ,I,. G CITY PARKING LOT F,' iS qoA S ENTER VENT PIPES P DRAIN FLOW /� F T _ . TO ROOF u (LABELED DMH EX EXISTING 6 SPACES Co RO 12. ALL EXCAVATION TRENCHES SHALL BE IN ACCORDANCE TO STATE AND FEDERAL LAWS. r k z RIM=18.1 NCR 3 \ < RESTORE EXISTING SMH PROPOSED DRAIN p _+ s . FTF w O� & SERVICE CONNECTION 13. EXISTING UTILITIES THAT ARE NOT TO BE USED AND/OR ABANDONED SHALL BE CUT AND CAPPED AS DIRECTED BY THE CITY OF SALEM DPW ENGINEERING. PROPOSED .CATCH . BASIN ® W o TO MAIN (PROVIDE A WATER / Q w TIGHT COVER) E- -- LLJ GUY' POLE EX. SMH IME AD IS APPROXIMATE ONLY. RIC SERVICE TO PROPOSED YARD DRAIN " z 3 18 PROPOSED TRANSFOR R P ELECT E BE T #557-84 j� ` 1,,. /C� .� RIM=9.18 ,DETERMINED BOTHERS. Z O DE Y f - S - - V 4 60 PROPOSED R00 DRAIN g5: Fy, - o , IN OPOS F V) � � POLE & GU WIRE .. \ w O � - = 6 _ (PLUGGED) 0 _ 12. OPOSED EWER 0 r T ,.,_ W r � O > .(PEfR UTILITY CO 4" HDPE Y = -,4 u ca S ° C •✓ .� U P 551 � PR S P. c w PROPOSED LIGHTLu TEP S S F � PROP. a � SHALLOW _ w MONITORING . CB W -'-- 1 n RI 7.95 Q w WELL (M.W.) w 12 INV 4.25 , EX. DMH i �.::. _... . . ' F ENCS'. :•., a � o o � S 99.5 k ENTR tiw Co X. CB REPLACE CB . " Or � K is CR Q G ® K < FITNESS S ET - V - � ( F RIM 7 95 RATE WITH S a SOLID COVER PR POSED 0 T H 7 c: S ROOM KY V.I. / INV=3.92 o ° ° :> < �sr G �' 0 V yry W PROP. RIM-8.0 0 / ® �, h q RECYCL o ROOM ...� � -�> R R i </t � ,� » - ENCLOSURE o x a Log k. IN Yw, •- x 3 � 2 IN 17 i 12 x20 f \ vcnx.x_v-v nx_ F.( E S ' �qY 1. PROP. DMH 2 SPACES 3 SPACES PROP k RIM=9.30 RE OSE z T : , . . �, SPRINKLER w c P #550 8" INV=5.63 IN ROOF SID D r \ ENCES & tip.,. ROOMiNV=6.08 IN CB ¢ ; PROPOSED SEDIMENT TAI x o M.W. » - EX. DMH RIM-14.70 � ', l w 12 INV-6.08 OUT L I a z ' & OIL SEPARAT ?Q- LABELED SMH I INV-17-25 ca'� , = BO 92ME�� ( ) RIMs BROUGHT T0: F.G. STO PROP ''DOMESTIC S q� w o RIM=8.82 I TOP OF TANK=13.75 NSTBE' <F Cp " 10 ;,PACES BEET WATER. SIZE TO \ M SFR INV=5.17 12 INV IN=12.19 D MIN D BY qT o . ETER E F YD 125.5 R s N I I - 0 12 INV OUT=14.94 v,,�, MECHANICAL ENGINEER NP�� ,:__ " - EX. SMH PROPOSED STORMWATER _� BOTTOM OF TANK-7.83 8 INV 23.25 < k,. ,4 \ . �, �; PROP. FIRE SERVICE 9 -18.71 uP MANAGEMENT AREA #1 SUMP 21.0 >, „ F,L4...: w�: ° CHAMBERS* H ! INv=S. 6 550=1 42 STORMTECH SC-740 CHAMBERS I SIZE TO BE Rf� s # .( ) >• N . 1 DETERMINED BY o ��.. I < i`� .54(1 �, p • W/UG [6 rows of 7 chambers) � ENI qi G TOP OF STONE=20.5 0 !- - - S ; MECHANICAL D _ ,, ,' YD'#2-2e'5 o �' I N . k � » CES TOP OF CHAMBERS=20.0 c �, v1 o �A1' 'Y .98,E �: » ... _ .._�. ..__ . .,. 3.25 DOMESTIC SEWER ., 8INV=2 ,. r SUMP=21.0 "" REPLACE EXISTING o 12 NV'S=18. IN o = Q DRAIN 54 E •.,,,, . PE INV-18.71 OUT //._. PROP. ROOF DRAIN SFw Q- SERVICE o \� WITH 8" PVC l 8" HDP INV = BOTTOM OF CHAMBERS-17.5 Q N rO > r S S E OUT 6.5 p PROP. a �• BOTTOM OF STONE 16.5 Q (MIN 2%) p� Z PROP. SEDIMENT , .STONE-16.5 _ s TRANS EX. CB �� S (30.0 x52.28) _ PROP. DROP DMH & OIL SEPARATOR \ . Y =8 8 m ;... N PA D v _ RIM=16.00 -BROUGHT TO F.G. h _ M All\/ ..:w (n N H , IN RIM TANK-22. I V V 3 16 00 - � 12 INV-10.00 IN p ` TOP OF Trn 00 12" IN = 12" IN IN-20.86 " O N uj PROP. D0 INV-P.00 OUT " V RD GESTIC - r, :' a ,. PA J 12 INV OUT-20.61 I RD WATER SS`• PROP. DROP DMH ,may: '--• E r o / BOTTOM OF TANK=16.53 EXISTING 8 D.1. PIPE *. '_,---• D DETER RIM -- -.- - �•� NED @y ^;' tf: >', \ » . (SOURCE UNKONOWN) ` MEC(IqN o 12 INV IN-1 y IIS >.. o .. --•-_ 12D ENG !,;- :!r,r, ;'!' » . f�:1��''. 1C% �1'•iA _ '`'-•; G7C - -•- "--` INFER ,<:`o" INV OUT-16.66 ... R �0 O , RD r HY O I 1 P 00 OpOSED �`• �, RIM=261.25 O /NR O w o II'i OWNH �� RD x 2.25 F YD =25.8 METAL COVER O < � a UN ', UNIT 0 ES INV-22.25 \ i ® M WATER Q 2 PROP ��` � ,. D � 12» 8"INV=23.55 � , ; . E 0 �.. � N �o ' o o SAL UNIT q UNIT 5 U FDC RANT PROP. DMH D HDPE DRAIN SUMP=21.30 N U N ` X NTT 6 __ �` RSM=26.5 �� R p c~ °' y p N N vNi •--� �` 8 »INV'S-2248 - SPRIN •� DMH 1y NDP o n U � u' v, rn rn PROP. SEWER KLER r ` •� 12 INV-22.1 RD DRAIN c MRIM-26. _ - - - 05 � m SERVICE .) `� RD INV-21.75 ° ;•,_ 3 ROO ''- � � •� •3 m � to IMPERMEABLEcri PROP. SUH �. PROP. FlRE f .t. \, o MEMBRANE 1' RIM-37.8d �� B4�VICE SIZE To LL o� ° OFF EDGE OF �� 'v� '> o INV=29.00 S E DETERM► 1 i p L NED @�• : �',<.:, . i 1 , :,t S : RD STONE (80-ft r a - EER o . ENGIN '..` R ° o O LONG)-DEPTH --`- PROP. SMH ;:<:, o TO EXTEND --" - D r- TREES 6' RIM=37.00 '` r{`' `� � ' . : ' R ° ' 0 1-FT BELOW BOTTOM OF I I • INV` ;�, _ o o � w � � . ONE LA ll T ST YER 'f w °' 0000 GRASS N T . I R r �, J ! o GRASS a O GUY r r� ; I _ rn � POLE - T T T T T C� v' o c, Ln Q: GRASS vac NYo DPW HH we pr DPW HH \ f ✓� �' H � z Q N ^ Ov p p , .✓ � � g Z � w $ E s a $ S S $ W S $ S _ 15" SEWER EXIST. SMH �� E H � W0 ^ � uic) V FIRE PULL o = p UP #4905 S W h w Z �--Z RIM 32 39 ^ -r- _ p0 BOX 3 3 BOSTON 3 STREET 3 W/GUY ,, ,.,: ;_a� z C, _ ° _ N 3 t a."lt.i_ 4 v J W vi a w o PROPOSED SEDIMENT DOUBLE GRA 00 F� EX. SMH MAIN & OIL SEPARATOR ,r SEW = w w w w w w w w _ ow w„ w °�.` SHALL --� g,• RIM 35 47 20 WATER --'� w-"'� `�-RllgsIL SE AG T TO F.G. CB RIM= F M SEAL INV=26.47 22.30 �000Yq�o C� PROPOSED STORMWATER _ -�� - _ ° 12" I50 -� 9-25 w OFF ONLY N ' �a _ ��. MANAGEMENT AREA #2 s FOR TOWNHOUSE.ROOF RUN V i _ OUT-19.00 -- W o CHRIST P. N 7 12 INV Z S ' �_ w o SPARAGES (12) STORMTECH SC-740 CHAMBERS BOTTOM OF TAN =14.92 � �"" `---.. S UP . 3296ca # # UP (3 rows of 4 chambers) ' '-- w `"'' ��° c1Vll_ . (/� w U P 3 61 ONE=23.0 u P #16 _' A 40174 z : TOP OF CHAMBERS-22.5 :9� No. s Q �•- 6" HDPE ROOF DRAINS INV'S- 21.5 IN CHAMBERS-20.0 _ (15.75'x38.04') BOTTOM OF CHAMB BOTTOM OF STONE 19 0 1 i Target Point Set LUMINAIRE SCHEDULE points at Tsp 10ft by 10ft CATALOG NUMBER HO DESCRIPTION LAMP TILT LLF PHOTOMETRIC FILE HORIZONTAL FOOTCANDLES SYMBOL LABEL QUANTITY EATON LIGHTING Average 0.5 �-o Maximum 3.8 0)0.0 STREETWORKS SERIES LED TYPE III WIDE OPTICS O Minimum UTLD-EO3-LED-E-U-T3-HSS W U � Avg:Min NSA c� A 11 ( 12' MOUNTING HEIGHT 21 LED's 0' 0.85 UTLD-EO3-LED-E-U-T3-HSS-7030.ies ".+� , O Max:Min F!NISH,ELECTRICAL,PEDASTAL & POLE 3000K .. ' Coef Var 1 .77 TO BE SPECIFIED BY OTHERS) LUMINAIRE LUMENS 3907 V UnifGrad N/A Z STREETWORKS SERIES LED TYPE 5 SQUARE WIDE OPTICS — I— UTLD-E03-LED-E-U-5WQ 12' MOUNTING HEIGHT O • W B 1 (FIN ISH,ELECTRICAL,PECASTAL & POLE 21 LEDs 0' 0.85 UTLD-E03-LED-E-U-5WQ-7030Jes z Q Q W TO BE SPECIFIED BY OTHERS) LUMINAIRE LUMENS 7742 tiS Ln NOTES: 1 . SECURITY LIGHTING TO BE DETERMINED. 2. ILLUMINANCE VALUES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA. < 3. ILLUMINANCE VALUES SHOWN REPRESENT MAINTAINED HORIIZONTAL W `t FOOTCANDLES AT GROUND LEVEL. tE 4. FOOT CANDLE VALUES SHOWN DO NOT ACCOUNT FOR LIGHT REFLECTION, EXISTING LIGHT SOURCES, SLOPING GRADE OR EXISTING O R PROPOSED '" A '"'-- o 0 Q� 7 II N THREE DIMENSIONAL OBJECTS. z L - S� Wrlj o M k LU U � � U — WO N aP i W w ap � , ul N N � � o ° 41 pp �, � N 4' 4 q 41 � � Zw 0a a�' CL �.5 z ROP. ce LU A 41 dP o � ' °'P _ 'TEPS c W ° �1 z `� �� O z o z oN EATON LIGHTING Lu Cie ° 4' Q' �q STREETWOKS SERIES T w x aw �-- N V SPRINKLER w �x ROOM �� _,�J O Q51C3, a 4, cf V X cf 0.5 A rL p �J V M N '- z <. a� - - — 00 rz �C �J a c% p1 � c � p'P a� - o c3� L � a, o 2 C ca cc N .,.., fn 06 I `L PROF Lu FDG HPDR,NT `L 61 ,� rT i O } SPRINK `1' 0. l C� ( E T"�r,�, c .4, RO E e U °s c � rn p u � ` Ox d� •�. fig, o Ln �,; w o CJ G1 4J GJ S te ° �� " ` " F- N � 4A V) t dt VEHED PAVE SS ` A 2 �Q 4 L E A 0.1 "� X� / I U eJ ILL C1 O —vv�i v`�i —v`�i G SS G ASS p c A 0.5 0 !� -p >. zco u" GRASS CS �` NYo `� _ L' _ - ` , - 3. LL f oo � B ST®N TFRE±T, ��_�_ ��a.., 00 SJ ( h a o � c3Q CS CS c c t•--� W — �Z ° w W aZN ~ oovW (f) W � WO1V)i2EL 3 Q _ � SEAL � 9 O CHRIST P. G o SPAR.AGES S 0 CIVIL � No.401 p� /ST \ , U i .- - _____ FINISHED GRADE FRAME & COVER PROJECT NOTES: FINISHED GRADE EJ OMA552000026 FRAME & MORTAR moi° MORTAR GRATE OR APPROVED EQUAL `= 1. . EXISTING TOPOGRAPHIC INFORMATION 1S `THE RESULT 'OF AN ACTUAL INSTRUMENT . ,;'� r' :. :• '... . • .� BRICKS AND MORTAR .. ° • . .. �.•. 'y` � SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016 SOME ® � � TO BE USED TO MAKE � BRICKS AND MORTAR . . TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM : . . . SUPPLIER TO PROVIDE- P � � TO BE USED TO MAKE VARIOUS SOURCES. • . SUPPLIER TO PROVIDE GRADE ADJUSTMENTS ' _ W . •. 12-INCH COVERS TO ,;,. ° * GRADE ADJUSTMENTS V 12-INCH COVERS TO ° �• �. - SUPPORT AN H-20 LOF D � 1. . ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH ,AMERICAN DATA OF .1988 .. SUPPORT AN H-20 LOAD •��• . . : � � .� O :. AVDB : .. • _ � ,� � . . N 8 . - CONICAL SECT:JN z WEEPHOLE TO BE 2. THE UTILITIES SHOWN ARE THE. RESULT . CONICAL SECTION ••' OF AN `ACTUAL INSTRUMENT SURVEY PERFORMED +�- W — . WEEPHOLE TO BE IN RISER �, W :. EM PRECAST BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE C{TY OF SAL '•``• W ' �. PRECAST IIN RISER SECTION AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MADE AS TO W '� ' SECTION : . :' a • THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE � Q ° . ,. CONSIDERED APPROXIMATE (�'� • ,• • '' •' a. - .e - E FIELD BY'THE CONTRACTOR PRIOR TO THE START OF !' ^. 3 A UTI IT HA RISER SECTIC N - . RISER SECTION - - •. '. - DIOFFERRFROMNTHOSESS OWN ON THE PLANNTHAT WIPREPREVENT THE PRIOPOSED WORK FROM . . OUTSIDE OF PIPE EING C MP B 0 LETED AS INTENDED. •�d ' - +2" CLEARANCE : .. • . ' �• ROPOSED WORK THE CONTRACTOR SHA _NOTIFY THE OWNERS W - L EPRESE TIVE IN (TING NOFCMAL NTA 4. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING .UTILITY AND •--� P L R W R '•• L OUTSIDE OF PIPE PIPE OPENINGS TO BE FOR RESOLUTION OF THE CONFLICT. � l� I � WATER +2" CLEARANCE `' PRE-CAST IN RISER U cn � LEVEL : SECTION 5.` CONTRACTOR TO .CALL DIGSAFE PRIOR �TO _CONSTRUCTION: 81 1. -' � : :. �. Z fl Z N �.... THE ELIMINATOR CATCH . .. . 6 THE PROPOSED WATER CONNECTION SIZE,.TYPE 8c LOCATION ARE TO BE DES W • �j A nN TRAP R CC ANC♦ ITH R 10.00. I G Z •• A ORD W 248 CM UNIFORM STATE PLUMB N CODE O _ l � B S 0 2Q„ 0.1-FT DROP' ACROSS � Z . APPROVED EQUAL BASE SECTIC V ,o U iA � THE MANHOLE 7. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL � � � BASE SECTION � �' ' a.• _• � � F'�q-I- . IFICATIO PRIG S CONSTRUCTION. Q � (/� Q • .. . .. .. ; , . . . N RTO .THE TART OF � � ,. q . - OVED ALE NLE 8 ALL PROPOSE RAIN PIP A A OTHERWISE SPECIFIED. . .. ..' •. ' •. D D ES RE TO P .. :: :. m� •' . . .° . °� . � '• " � � " �• . • ., � ° OPOSE ATER PLY LL i ..•: �.� \ • .. .. .� • ., . : DES MECHANI ENGINEER. \ '� • '• • ' �•� �' 9 PR D W SUP SHA BE GNED BY CAL' ; . J o 0 0 0 ,�. N �D lD CD 0 00 0 •" - 10. WHEREVER FEASIBLE, SEWERSWILL BE :LAID AT A MINIMUM, OF 10 FEET, HORIZONTALLY, FROM - r- r- ... 12"MINIMUM - ANY EXISTING OR PROPOSED WATER MAIN. SHOULD LOCAL CONDITIONS PREVENT A LAT R � r- 0 0 0 ,,;., 12"MINIMUM N N • KEENED GRFVEL � � � Q R NED GRAVEL `/ E AL SC SEPARATION OF 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE LAID IN A SEPARATE SC EE � - �� UNDISTUREBED EARTH TRENCH AND THE ELEVATION OF THE CROWN OF TH.E SEWER PLACED .AT LEAST 18 INCHES N N � � 0 UNDISTURBED EARTH BELOW THE INVERT OF THE WATER MAIN. WHENEVER SEWERS MUST CROSS UNDER WATER � oo i � P R E A T MAINS TH W C O N C R E SEWER SHALL BE I AT I E LAD SUCH AN AT ON THAT TH W E E 0 NOF TH WER PRECAST CATCH BASIN IS AT LEAST 18 INCHES BELOW THE INVERT OF TH WATER MAIN. .WHENR IT IS IMPOSSIBLE TO .. _ :. . . . . DRAIN MANHOLE OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAIN � Q DETAIL � D S OULD B E ON R E F 0 THER SIDE OF THE CROSSING. ;; AN R H NOT TO SCALE - .: 11. THE APPLICANT SHALL COORD►NAT WIT DETAIL pC � K RTMENT TO URE (NOT TO SCALE) E H THE SALEM PUBLIC WOR S DEPA ENS � � 1 �'�, ^SINGLE GRATE PROPER DOMESTIC AND FIRE FLOWS PRIOR TO BUILDING PERMIT. 1..��1 �' SLOPED GRANITE CURB 12. VERIFY ROOF DRAIN LOCATIONS WITH ARCHITECTURAL PLANS. � � Z _ E - ABU OPERTIE FROM SP„CIF PR .. S DAMAGE I ELA MIN 31 S P OF AS IED 13 THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION TTING �, W 6" DIA. SCH40 STEEL .PIPE FILLED WITH 2 LO E N R TION TO ALL PROPOSED IS SITE WORK. � (j� p � f EJ OIMA552000066 3 FLANGE FRAME & �„ � 4„ � w N , GRATE ® CURB OR APPROVED EQUAL � : AL CC DANCE 780 CMR 5405 CONCRETE PROVIDE a WELDED CLOSURE 1 6 REVEAL I � � � LAYER TOP COURSE ( HE MASSACHUSETTS STATE BUILDING COD ) 14 THE FOUNDATION PERIMETER DRAIN SHALL BE (NST LED INA OR WITH � E PLATE AT BOTTOM PIPE SHALL BE RUST O w T E . F- EJ OIMA552000067 4 FLANGE FRAME & FREE AND PRIME COATED. BOLLARDS TOB v ... � w U g FINISHED GRADE GRA1fE � LOW POINTS OR APPROVED COVERED WITH POLYETHYLENE SLIP COVER. � aC LAYER BINDER COURSE IT RISA TIES � � � 15. PORTIONS OF SITE WORK SHALL COMPLY WITH THE CURRENT ,4MERICANS W H BILI • EQUAL COLOR TO BE COORDINATED WITH DOWNER. �� w� ACT_AND MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS. � � �U ' GRADED CRU ED) - MORTAR ,,<. w STONE O � m 16 PROJECT REQUIRES COVERAGE UND R TH N T ;. _ - �` BRICKS AN M R R L PERM T AND THE DENSE SH 2 D 0 TAR w I i"u � � 0 ,� N ENE • TO BE USED TO MAKE PRE ATION OF A STORMWATER PO I PR NTION PLAN. - - w - ' :• ON D CONCRETE BASE .� •.. ..•';:•.�' . • . POUR♦ � w a E E NPDES CO S RUCTIO G A GRADE ADJUSTMENTS �-- PAR LLUT EVE ' 17: ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION � MIN. 8' FLAT TOP 48"OPENING � 'Q � •:�•� ''. WEEPHOLE TO BE E OF THE. MANUAL 0 (FORM TR w � PROVIDE POSITIVE SLOP COMPACTED FUN TRAFFIC CON OL DEVICES �. �. � PRECAST IN RISER :.. . .' . ARD, SUBGRADE � : � ' ° .' - AWAY FROM BOLL • SECTION : _. SMOOTH CONCRETE FINISH I SITE TO COM RB RAMPS SHALL BE R THE . . PLY WITH A A TAN MASSACHU °- .: , :, , . SE TTS ARCHITECTURAL ACCES A 0 T AM CAN IT FINISH PAV M NT GRADE RD ERI E E ( ) D H .. S •e. - 5'-0" DIAMETER •' :, VERTICAL GRANITE CURB, DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES,AAB . AN H E S 'JV RISER SECTION TYPE V8 ... . ° FINISH GRADE, M ATERIAL VARIES '. _ � �. NORMAL � Z ' - - OUTSIDE OF PIPE IN RSE .. WATER +2" CLEARANCE : . . LEVEL '� �- B DER COU TOP COURSE • �- 24" CONCRETE FOUND ATION - E SONOT E FO M �-�° �° d- US UB -. '•. a 1Ooo� o d THE ELIMIINATOR CATCH - I � .� BASIN TRAP OR � � �\� VAP,IES � c�i> APPROVED EQUAL / � 3 8" DIA. WELDED HOOP'S. '' , BASE SECTION ' �� 18 DIA TO BOTTOP AND CENTER • i . � / /' p, ,� BASE COURSE 6 ..' �. � � - MiN. _ • j� F - - CRUSHED STO • �� F , . � - NE .. � COMPACTED MOAKEUP�ESEE T I° � .� � • : '� �\ �\ �\ �\ �\ Gogo 0 00 og o0 0 ° � � �: � .. : • ; • - / /. /. /. /, UNDISTURBED AVEMENT NOTES - • .. ,e •e •. .� o'Oo° o°o oOo o�o$� o G1 L N SOIL P \ . • �.. . . ° �°$�CiRAVEL BASE°oCbo MIN. `\ � N O p-� 6 i 0 00 0 ° O X0000 ° °o°�o o � . . � N C Q POLYETHYLENE COVERED ��;�; � .,��,� �� _ � o � 12"MINIMUM N +s - R SCREENED GRAVEL _ - �� //�� UNDISTURB�D EARTH B O LL_f1 D Q � '� � DETAIL - � ° mm AS O U B LE G RAT ;A E RTI CAL 8c RAN ITE . URB � � PREC T D E CATCH B SIN � V • (NOT TO SCALE) - � � N v SLOPED C (NOT TO SCALE) ,: : D ETA)L O � N w : - ` (NO TO SCALE) MANHOLE COVER TO -(CONCRETE COLLAR ' READ "SEWER" � _ =o . . „ - MANHOLE FRAME AND 8 8 . +r EXISTING GROUND 'SURFACE OR - c COVER AS SPECIFIED : � O � ;►= FINISHED GRADE O _ �n (USE H2O LOAD IN PARKING LOT) . . . . N j ' � ' - .... -... ; ula a� � o PLAN - � . . o J oc a u . .. . _. I BRICK FOR GRADE ':� ':`�'� N o 0 0 w ADJUSTMENT .. .:•: .. D _ _ _ (PRECAST TRANSITION SECTION BRICK SHELF WALL OF MANHOLE o � >r � � H � � • °>� tOR BARREL SECTION WITH „ I a - � a a� a� o V1 N N Z x ' � ° ♦PRECAST TOP SLAB .. SLOPE 1 SFT. � o , . -, � U O � w - - - • . °, . I � • v � ELEVATION SAME AS � o - 0 0 ° . . v v -a3 �-� Z . ROWN HIGHEST PI ,� ^� � I I °.• � B o v• D � o�. FLOW •; �o C OF PE. � m � � O � L L (RUBBER 0 -RING GASKET I : rn a� y ii - „ .' °° I IDR PREFORMED FLEXIBLE — — — WALL OF ANHOLE " "� � '� •o � 4'-0 UNLESS OTHERWISE- P ,JOINT SEALANT AS SPECIFIED - M � o , INDICATED ON DRAWINGS � -- - - - - - v o. . . � � � d � � ° .. .. .. MANHOLE RUNGS .' o � .. ICK OR CONCRETE FILL (MULTIPLES OF 1 ,2 ,3 ,4 ,5 , � BR � _ — _ � � (POLYPROPYLENE COATED STEEL) °' °. . o •v� - � - W �ru rn °O tOR 6 LENGTHS AS REQUIRED PIPE-J •° I . '� • PIPE — - N � � 000 � .: ' P v' °c s 8" MINIMUM , . v ,v � `./ -� � 00 i. °.° .° v 8" MINIMUM o � o rn '^ � • �v'• ,�Z moo p 'SEE PIPE CONNECTION Z Q � u•, ^ u SHELF ELEVATION SAME AS °D ,. 1 v o . o v � o o ° g� �� BRICK ON (DETAILS THIS SHEET EDGE (2X8 EXPOSED) • CROWN OF HIGHEST PIPE. � o. o ° a c � � a= Z^ � w - p 0.1 -ft DROP ACROSS MANHOLE 12" M SCREENED _� m � ��W °� o"� 18' MINIMUM �; I oo INIMUM � �o O J .- � z ^ - w - - - - - � A F�+�yZ`nFw- pzvxw , GRAVEL BSE ~ 0.1-ft DROP ACROSS MANHOLES - - - - - Z rn � - 2 Q � I BRICK CHANNEL APPLIES / � o 0 — - :. S I TO DROP CONNECTIONS A BRICK ON EDGE - - - - - - W ELL AS CONVENTIONAL UNDISTURBED EARTH THICKNESS OF BOTTOM SLAB °° °°• `. ! SECTION B—g _ `�► A SHALL NOT BE LESS THAN °> -° E .: . ° � THE MANHOLE BARREL ° � � °.° 12" MINIMUM : - ��,�0;�,�,� S AL SECTION WALL OR TOP SLAB - `alp, ss9 SCREENED GRAVEL .. �y R I RATER. oma' CHR( G , . WHICHEVE S G E sT P. A , , _S UNDISTURBED EARTH BRICK OR CONCRETE FILL: - ° S.PCIV G� m SECTION B-B 0.40 74 • .�� 9� �� .. o . sTy,. ,� PRECAST SEWER MANHOLE - • � , DETAIL . . $ Z� t�O - - -_ _ �- -- - � _ FINIS'-IED GRADE FINISHED GRADE UNPAVED PAVED _ GRAIDE COVER IAND FRAME IRO ` VENT TO ROOF N • � • `.. - : 1 EXISTING GROUND _. . _.... _,. , .____ , , _. D A B W .>a V � : . , , , .� cc INLET 'G i;-- i----•� I !;—� 11-----� � E;i I ;---! I_---iii --,I �_,—..�I I _ _ __ _ _ _ ` I� PAVING AND SUB BASE MATERIAL _ j � � _ � � I 4 4 -0 3 -0 2 -6 5 e' x - 1 _ _Iii--III--...II � __, � I --.-f , �—I , ,_ I ��lII�II , T- . aa�4. . �„� I_____i I I--I 1 ,_0„ 2„ MAT �, . � � Z � - _ QD a � —� AS RE e COMMON FILL MATERIAL - x - - - � w MMOM FILL MATERIAL p �'•� 6 _�- o C _ _ 0 6" OVERLA � 4,-0„ 5, 0„ 4, 6,> 5» WATER ,:' �►;,. Q L1J ,> » 4'-0 4' 0" - - i I x 4 0 3 6 6" `� � � _ COMMON FILL MATERIAL , » 4 "� �,.. (�'� WARNING TAPE B� 5 -0 3 -6 3 -0 6 �"' �. �,°„ Q � ` . �. � - � � � � » , » , » , » » �� - O e e acs ,7a w — — .. :s 8 5 -0„ 6, 0„ 5 0,> 6 INLET a :. 1.._. 6 -0 4 -0 3'-6 7" _ � i— GEOTEXTILE F-';BRIG , >, , „ » Q :. o� °. 8 -0 3 -0 2 -6 9 ° 'e.. W � ' SCREENED GRAVEL PLACED AGAINST (TYP) _ UNDISTURBED SIDES AND BOTTOM OF 2 „ » , » A ' W » 10 6 -0 6 -6 5 -6 7" 12 MINIMUM SEE .a'. _ 1 -0 OUTLET TO SEWER 3/8" TO 3/4» ,— . .r WASH_D GRAVEL ° � e. O U � 8'' MIN CLEARANCE � °°° `. ' . a °' N IN SCREENED GRAVEL ° � D . . '� . " . . OTES a a � � m . . . N �� Z Z �. . . � .. 4 PERF. CO- R. HDPE ° 3 1 . CONCRETE: 4,000. PSI MINIMUM AFTER 28 DAYS. H FAC N P 8 min STEPS U °° SEWER OR DRAIN ♦ TRENCH. -. SEE NOTE 1 � 2 MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM C478 SPEC FOR PRECA T S REINFORCED : » W • —� O . RETE ANHOLE SECTIONS � • � .e UNDISTURBED EARTH CONC M NOTE 1 BELOW UNDISTURBED EARTH e. . m '�� » 8 MIN SCREENED GRAVEL BEDDING : : - • .- 3. UTY � • ' •� e � ' B L RESIN SECTION JOINT CONFORMS TO LATEST .. "° � `"� . ..a<; .• ". � (V NOTES � OTE. E PLAN VIEW FOR OPOSED LOCAT STM C443 SP ,e r, a .• � � � .BELOW OUTSIDE DIAMETER OF PIPE. N SE PR ION. A EC \/ � ^ . . ^ 1. FOR PIPES OTHER THAN .PVC, SELECTED 'COMMON FILL MAY BE USED. FROM 4. STEEL REINFORCED COPOLYM R P YPR Y Iw- . � 0 0 0 E OL OP LENE PLASTIC ---I W Q � � � Q MID-DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE . STEP CONFORMS TO AT " V � � o L EST ASTM C47 8 SP EC SECTION VIEW . . � � � � UNDERDRAIN I"- N PIPE NOT SUPPLIED oo n co TRENCH DETAIL FOR _ 5. - - O 41 D TAI .. GAS TRAP W E L � 6. CONE SECTION AVAI GRAVITY PIPE LABLE IN 4 -0 I.D. OPJLY. :' . (NOT TO SCALE) NOT T CAL DETAIL � � ( 0 S E) 10" TH ENSION OT L WILL BE DETERMIN D F E OR EACH PARTICU R CASE. A� 7 FOR INLETS LARGER THAN E DESIGN AND DIM LA N TO SCA E ( ) W �J c7 . � z FILTER F„BRIG AS SPECIFIED �� ”' -J - -. . . . w Q H W � Z ,. ' t�C �, � , � ° � F'- 30 MAX SPACING BETWEEN � : � U g ,. EXPANSION JOINTS � � � , „ . 5 -0 TYP. _ � �- GUTTER SLOPE MEASURED O > » N � . 4 THICK CONCRETE WALK ALONG FAC F THI - W U � 0 , **RAM LEVEL ENTRANCE � � ....... I P LENGTH - w � R VE * > w E S • .5% FOR DRAINAGE _ ,,, a ,. ,.;. ,,..; 1 CU � CONTROL JOINT (SAW CUT 1-IN DEPTH) _ ' ' RAMP REFEREN a • ,• o o CE 0 . .. � _ 0 0 o POINT >, � CROSSWALK 0 SD WA K E L 1/2 EXPANSION JOINT REQUIRED WHEN WOOD POST o 0 0 NING . WALK ABUTS RIGID STRUCTURES - WHEELCHAIR � RAMP OPE V 000 PLAN o00 RAM P : FILTER BRIO AS CIFIED - 6.5' G FA SPE � GRASS OR � z RANITE —FACE OF MASONARY STRUCTURE BUILDING, ETC. - TRANSITION CURB `r "� N 0 i� W 1/2 PREMOLDED JOINT FILLER W/ JOINT SEALEF� � Z � -� O P N WWF 6x6-W4r:W4 " WIDTH VAR ES SEE LA ) � NOTtS: . . - �— » (2 MIN. TO FINISH SURFACE • d- i ANCHOR FABRIC .WITH CROSS SLOPE 2% MAX. ) cv _ i SOIL, TAMP BACKFILL _ o CONSTRUCTION TOLERANCE +0 5% .. .. ' . .,.... ' ... .. 4 TYP , . EXI,.TING GROUND , ADA SIDEWALK TO CONTINUE ACROSS ' � DIRECTION OF FLOW . SUR-ACE PROPOSED DRiV � ::::::.:.:::�.:.;::::::�:':::.�:;'::•;::;;"::;':: '::�::':::::::::"::.;;•::;•:;�:::;�. i _ E WA Y ENTRANCES .......... �.:::�.. ...............:...::..::::: �_ 8 GRAVEL BORROW TYIPE B - - - - - - - - - - ( ) _ WHERE EXISTING GRADES ALLOW - - - I-I I I=I I I=11.1=III-1 f l-III-III-III-III=-�•---COMPACTED SUBGRADE I �� „�� ,� �,� „� ��, ,�, „��, � SINGLE WHEELCHAIR RAMP `�. CAR 2Y FABRIC DOWN z » - v � ,. 6 I, � � r-- INTC TRENCH � .. � - � � , - WALK AT MASONRY STRUCTURE _ � . � +r N � � � o N � � � a WOOD POSTS E � O V - - - MAX t2 , . 8' 0” O.C. Q c/') � � TAI L Q � •� o - . . ' � N oTTosA ) o � 5 0 " � L as p N CLE ;' ( , FINISH GRADE �'. _ _ � � CROSS SLOPE 2% Iv�AX. _ , . � N m SILTFENCE DETAIL � _ , ..:•: .:. ' WWF 6x6 W x. NOT TO SCALE c� ,. : .. : .. •.. O N W _.. .. ( ) ::':�:;;�:: •:�;:�:;'::;'::•�::�:::�:::':;:�::�:�:::::�::�:;�:;;:':;':;'::::�-�—8 GRAVEL BORROW TYPE B �,,,,Illm.fll,;,Ill,;,III�III��I'I„III„�II�III—'1fi—COMPACTED SUBGRADE � •: c 0 - ,� EDGE OF SLAB � T N � TYPICAL CROSS SECTION : � - 3 ;�. .., : � ' � �O — p� - N � > � � o � . � G J U ” `V � � .. - : #5 BARS 18" a N w � � ON iCENTER U cQi� � v � . BOTiH WAYS " �. v - TT M 0 , vi -� � � � P AND BO „ ,> � U v - - - TO � p vii v vi LEVEL LANDING .. N .. � � u. � � . � , . : .5% * CROSS . . - m m : - - - 18 SLOP OR DRAINAGE 6" c� .. . . � � � � g EF �� Z a� m a, �, rn COINCRETE AS SPECIFIED � (�` � � � .� � .3 ' , � � > p � � . ;. 1/�4'In/ x 1 D SAW CUT - � � a � � LE FT RIGHT COINTROL JOINT (MAX. O 5'-0" O.C. 7YP.) LA � DEWAL VARIABLE , i VARIABLE �o --'-..._ EXPANSION JOINT �� ` Q ...---- h (P N sl K • _ � � � �� FINISH GRADE WWF 6x6—W4xW4 2" MIN: TO ^• >� . `� ( ' ......� .'x FINIISH SURFACE #5 BARS 18 0 0 0 0 0 0 �� •� o 4 � Rte— a. . .. �" •" - . • ) a a � a N T ** ____-- o o * X �n � ..... 0 CEN ER A M .............. ...................................................................... .................................................... _. 8 GRAVEL R W TYPE B . .:;. ••.>. �.':. ..',...,: GRANIT C R � ai 7 ........ ......................................................................,...,..,.. ......:'::':.:..::::..�:.....::�::::.....,...:.,..::::-:. BOR 0 ( ) . . �.•�� E U B � . ........... ....................................... ..................... .._. _..— - � WZ Q M � � .. ...... ' =1 I-1I I-I I =__�I 1=1I==I1= =1I I-I -I-1I= _ _�_ - - E F AD BOTH WAYS 8 CONCRETE - - COt,�APACTED SUBGRADE TOP AND BOT: DM f'c 4,000 psi REN 6„ E 5� � � � - - - - - - - - - cv RAMP RETE CE a Z � DG 0 RO WAY F—� POINT , TOP OF SLAB MIN —IZ— m O � ^w �' LONGITUDINAL SECTION � �� _ - � � o --°^° z . f 1 ' NOTES: - ... �^ . �O 5 H ,- � wa, V ' « I--18 --1 �- LIMITS OF CEMENT CONCRETE RAMP - o O - 1. SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED.. FINISH SURFACE SHALL BE SLOPED FOR I NOTES: r^ �a, o _ _ � v� POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES. — - _ � VJW,— cn � au.. � . .k , - CONSTRUCTION TOLERANCE ±0:5% y-�.,r-�a ''�: Vin,,,'�� r�":�' ' �� _.� _r � 6„ .COMPACTED 2. EXPANSION JOINTS SHALL NOT EXCEED 30 O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS. _. �. , �, , �. � ,,,: _ ;��r.,� ��..,f WHEELCHAIR RAMP " ' EA �" ,3- ca. GRAVEL BASE COURSE 3. CONTROL JOINTS SHALL NOT EXCEED' 5'-0 O.C. UNLESS OTHERWISE NOTED. ELEV c��P� SsgCti •��Or rdx OT SCA CH QST P _, N TO LE 0 CONCRETE WALKWAY . , o SPA, AGES I � CIVIC � � • .CONCRETE SLAB DUMPSTER > _ Nc.40174 .p A \ � (Z. DETAIL NOT TO SCALE D ETAI L ( ) , �, EN � (NOT TO SCALE) ,--"...�, • - - - : ' . � ��` Z - __ __ _ __-r-�--- - - -- -- _ - I �� I I i � �� I ; I _ _ � _. ---_ -- __ _ ._... I - • . _ ACCEPTABLE FILL MATERIALS. STORMTECH SC-740 CHA�JIBER SYSTEMS � . — Q Cs1 • � . AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIP1f10N 1..1.- CLASSIFICATIONS RE UIREMENT I ,.. -. � � � U � . Q . . , , I FINAL FILL: FILL MATERIAL FOR LAYER D STARTS ! - - 8 0. i 3 D. • ..FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS NATIVE SOILS OR PER PREPARE PE'2 SITE DESIGN ENGINEER'S PLANS. �1"� '� 0 , �� j `/ T D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT i � V 1 GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIIREMENTS. MATERIAL APdD PREPARATION REQUIREMENTS. - ,. . � .. � MAY BE PART OF THE'D'LAYER - : �� W E-- � . BEGIN COMPACTIONS AFTER 12"(300 mm)OF � : �„ . " .. AASHTO M145 - ; MATERIAL OVI_RTHE CHAMBERS iS REACHED. � W INITIAL FILL. FILL MATERIAL FOR LAYER C GRANULAR WELL-GRADED SOIUAGIGREGATE MIXTURES,<35/° COMPACTADCtI�IONAL LAYERS IN 6 (150 mm)MAX # �� - ; B LIFTS TOA.v1iN.95/°PROCTOR DENSITY FOR STARTS FROM THE TOP OF THE EM EDMENT FINES OR PROCESSED►AGGREGATE. OR - •'� '� C STONE 'B'LAYER TO 18" 450 mm)ABOVE THE WELL GRACED MATERIAL AND 95%RELATIVE ,, '" c ) c Q T F THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE US IE DENSITY FOR PROCESSED AGGREGATE O PTI O NA,L 24 DIA OPO EDINL U , AASHTO M43 MATERIALS.ROLLER ROSS VEHI E WEI SUBBASE MAY BE A PART OF THE C LAYER. OF THIS LAIYER. G CL GHT CAST IRON . FRAME � . , 3,357,4,467,5,56,57,6,67,68,7,78,8,89, L NOT TO EXCEED 12 000 Lbs 53 kN .DYNAMIC _. 1 +� ; 9,10 FORCE NOT TO EXCEED 20,000 bs{89 kN). AND COWER/GRATE EMBEDMENT STONE: FILL SURROUNDING THE � W v CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43 B CHAMBERS FROM THE FOUNDATION STONE(A - NO CJMPACTION REQUIRED. : DISTRIBUTION BETWEEN 3/4-21NCH(20 50 mm) 3,357,4,467,5,56,57 _. LAYER)TO THE C LAYER ABOVE. PLAN VIEW .. .. . : ' e _ ' FOUNDATION STONE: FILL BELOW CHAMBERS - 4 ..d � . CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43� PLATE COMPACTOR ROLL TO ACHIEVE A FLAT `'„ , " O A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) 2, - `. r-- 4 10 DIA `./ � OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4-2 INCH(20-50 mm) 3,357,4,467,5,56,57 SURFACE. 6 � ) O. , PLEASE NOTE: Kg O"C APART . N .- 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR.FOR EXAMPLE A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN CRUSHED �' � " ' � � ` - I— M ANGULAR N0.4(AASHTO M43)STONE'. - Z W � P' N RE UIREMENT ARE MET FOR A'LOCATION MATERIALS WHEN PLACED AND COMP DIN " 1 0 mm MAX LIFTS USING TWO FULL COVERAGES WITH 4 VIBRATORY COMPACTOR. '. '• . � � 2 0 R 3 2. STORMTECH COM r.CTlO O S ACTE 6 5 ( )( ) , „ ' E P I N IIdU I - � U 3. WHERE INFILTRATION SURFACES MAY BE COMPROMIS D BY COM ACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACH EYED BY RAKI G OR DRAGG WITHOUT COMPACT ON 2 6 ,d 2 -0 a.• RISER cc EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. - �� ' BARREL „ . 4" 'Q t/') Q �a _ , : : ON 7 � � ADS GEOSYNTHETICS 601T NON WOVEN GEOTEXTILE ALL SECTI ,. w � .. AROUND CLEAN,CRUSHED,ANGULAR STONE INA$6 LAYERS PAVEMENT LAYER(DESIGNED .. BY SITE DESIGN ENGINEER W . . , ,, . - •,. _ .J . . . .. � _. , ., ._ .. v. .,. .. � . � � . . . \. � ,. ... . ,. <. �. .. .^ - aI' •\. .a., \ 0,�:. \ Xf�B F. L�� E -OFt R ��,\ � CO LU PERIMETER S O �:.`� .v <\.- 4,�. 4>' >U� A. ...,.,: .\ -., 8' >'- � Z. � ��i Q LAS, G �. �. , . �, LAS ate f ,. .�,,. .7 r � \.., 7 � r 0 ,.\,t � k.� .i ,IdNS MA'a`. E NOTE 6 r ,. .-. i �. - r � � s 18 . SE � .. .. _ .: :: . „ . . O a�J,l ./l.G�i/I; /,1:, /i. .:�.. �l/�I.. /11�. ..,.J.,. �l.�(;,/.II . .u �!/t. . ,:,,�.!/1 ^ I•:•vffl �,/.r /fl :./1,;�iLil,. � i1, i_ r. G_ F_ � f_ i— <� ,�_- i_ C i i, x is a_ ✓,_ . - - -- — — — — — - N N N _ _ _ � 450 mm MIN - - -- - - - - - - - - - - - 2 0 .: ., .., ., ,; .., ( ) MAX H _. �� _ _ -- . ,. ; -:. ;�� ;�- ?�,; �,<,„ , :. :�. � ,6 (1.,0 mm MIN _ Q .,� �' � '�' ) ► - SUMP � < •••• U � � o BASE :�� _ �. .�� .. I-- N EXCAVATION WALL x. ��.•t � �� ' �:. S H EA may. 1` __ , , g , , , .e�3�,"C+"�r' ,.... a - .. CAN BE SLOPED OR VERTICAL `k. .=: _ ., -� O "�• ,;;��. O :30" W � 00 n cD ' I ~ I ' , :.,�. ,Q,:�_ � �-:,��r ram-;� - - �:__ ,__ A. � DC � 3 3 L L � . _., , I. � :_ I _.I:� ,� _, I I _�I SECT ON `VIEW .__� _�. . _. _ L.._: � ,��: :__ _ _ � _.._ . _ .� �: - I— _ � i�� t— , __. ._ - - -� - --. .. _ .__ �, ._ _ •- �_ - __.:_ � SECTION VIEW �I; .T � .L� •: �.. , I. , •�. .i �.,,,i_ i ._ II ,I. I . Ir-.I� ul _: ..:_..:. I �.- L-t I---� _- �=-� -; _i , , :I. t r:J. _ .,- -.i. �w-• � :�- -�- --' �I � - -..:7 DEPTH OF STONE TO BE DETERMINED �,..I .l-,l._.. i t. i ,�•1 :� .11�:.. .I�._:_ : �- . �_ _�.� ._ III- �i 1. 1, I. I -- �. � �T 1 t "V • _.,:. --i� -�� ,. -i �. �-lr-�I! :I�:,� � �,__I,�_ .• BY DESIGN ENGINEER 6" 150 mm MIN �j , =11!.- SG740 I I'�i _-��- --fia--.....__ V • 12"(300 mm)MIN SUBGRADE SOILS 51"(1295 mm) !12"(300 mm)TYP - • END CAP (150mm)MIN SECTIONS ITEM NO WEIGHT Z (SEE NOTE 5) NOTES: _ - ,. . , „ w ,' - - W . 1 , 0„ RI 1 . CONCRETE. 5 Ob0 PSI MINIMUM -AFTER 28 DAY � W o ~ ' 2 0 RISER MC MC624RH 88 - c� Z NOTES: - - 44�# w " SER MC MCB12RH „ � H 2. DESI F - � f- . . GNED OR 'H 20 LOADING. - - 13 0 S 3 0 RISER MC MCB36RH 2 # 1..{� y � Z 1. SC-740 CHAMBERS SHALL CONFORM TO 1HE REQUIREMENTS OF ASTM F2418"STA,NDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", '. >, f"' w 2'-0 BASE MC-MCB24SH 117511 � z o OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". # w V � - " 2. SC 740 CHAMBERS SHALL BE DESIGNED tN ACCORDANCE WITH ASTM F2787 STAINDARD PRACTIC ESI N OF THERMOPLASTIC CORRUGATED WALL S l"ORMWATER COLLECTION v � g E FOR STRUCTURAL D G - - � CHAMBERS". - ' 2 0 BARREL MC MCB24BSH 880# ,> .- _ _ -. 3. ACCEPTABLE FILL MATERIALS TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DIESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EME:c_DMENT,AND FILL 38 COVER MC MCB38CH 585# V„� o MATERIALS. , :.. U " ,�" � 4. THE"SITE DESIGN ENGINEER REFERS TO THE ENGINEER RESPONSIBLE FOR THE gESiGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. _ . U m . w oG � 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESIISTANCE(ALLOWABLE BEARING CAPACITY OF THE SUBGRADE SOILS AND THE DEPTH O' FOUNDATION STONE �� - LTH ONSIDERATION FOR THE RANGE OF EXPECTED L M . : W C SOI O STORE CONDITIONIS. �� W i.: a MANHOLE 30 DIA H - 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. - � • .: ' 'I PLA ED ANY I ATERIAL E - � 7. ONCE LAYER C S C SO UM CAN B PLACED IN LAYER D UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL � SI , , - W M N I CATC REQUIREMENTS OF LAYER C OR D AT THE SITE DESIGN ENGINEER'S DISCRETION!. - • -. o. w o STORMTECH SC 740 CROSS SECTION _ _ _ - _ � - ( NOT TO SCALE ; , ' DO NOT INSTALL .,:, .,. . _.,._� . ; ,. „ . ;k.,. . ,. ,.: .. INSERTA-TEE AT i CHAMBER JOINTS Z ,,. .:I_.� .. ..... . . _� _ _ , .,,. . ., A A .�; CONVEYANCE PIPE ., _�"�;-- �'�. ?T��rt� • „ , . MATERIAL MAY VARY .,, . _. �,��I, 'a PVC,HDPE,ETC. � ,,.-�= � .� } fir_ _� ,, _. ` _ ' r � z .: � ... +; �,��,_ L � �, �. - ., :. ., ' w � __ I- ND AC J INSERTA TEE :-: .11, JN ,� J� � I Ib.:r � � O o0 � s f�i" s e CONNECTION .,.1,., i. �I. � r-J�L-1.[.,��f"'i::11<< 1�, �-�•�a-_�,I>=PLS{,il.;,r-il:.= a. • u�-:a-�i.- -`'raw�-� INSERTA TEE TO BE KNO U 8 �'' � .� O � INSTALLED,CENTERED 8" CKOUT " KNOCKO T OVER CORRUGATION (TYP (n'P) O +� N PLACE ADS GEOSYNTHE7ICS 315 WOVEN - a O Q : c's GEOTEXTILE CENTERED ON INSERTA TEE � : 5'-0 6'-0" - Q 36" X 12" ( 'SECTION A-A SIDE VIEW N � INLET)OVER BEDDING STONE FOR SCOUR � VERIFY W/SHEA ., OPENI - !? a a� •— O PROTECTION AT SIDE INLET CONNECTIONS. � C +.+ ' GEOTEXTILE MUST EXTEND 6"(150 mm) 4'-8" 36" X 24'' ° 4'-5" .. � O C in PAST CHAMBER FOOT � MAX DIAMETER OF HEIGHT FROM BASE OF - CHAMBER - .. .; 24" OIA OPENING _ � V m m INSERTA TFE CHAMBER(X) • C EANOUT CO ER 6" � 2' 6" +r 6" 150 mm 4" 100 mm 6„ - N H SC-310 ( ) ( ) r (3 PLACES) 1' 0" 'S M pp � „ " m O .- N W SC-740 10 (250 mm) 4 (100 mm) e t � e � o _ ECTION VIEW DC 780 10"(250 mm) 4"(100 mm) ` MC-3500 12"(300 mm) S"(150 mm) PLAN VIEW .. S • . .. .. MC-4500 12" 300 mm 8" 200 mm ,. . C NOTE. ( ) ( ) .. (NO TO SCALE) >. — O PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26,SDR 35,SCH 40 IPS : - _ A B CO TACT STORM ECH FOR MORE INFORMATION. GASKETED$SOLVENT WELD,N 12,HP STORM,G900 OR DUCTILE IRON O I i �` C E 00 PSI MINIMUM A - 1. CON RET 5,0 FTER 28 DAYS. N � . O � ' � O - � p ,.. — , . - 2. DESIGNED FOR H-20 LOADING. ALSO AVAI _ O � a V . STORMTECH SC 740 . INSERTA ;TEE LA6LE INH ,O LOADING WITH 3" WALL. I ENT P � SEDIM ' AND OIL SE ARATOR Q O O ( NIOT. :TO SCALE AND GROOVE JOINT SEALED WITH BUTYL RESIN. . cn `: J ,� �+- w I - NGUE N � � � 3 TO T � N �, �, �, . �, DE AIL " N � 4 100 mm SCHED 40 V~'1 a• aJ a O � v`ni � SCREJV-IN CAP - O .C2 LL . .. ,. � - • .. ;. - - - NYLOPLAST 12 300 mm i O - ( ) m rtf >. v . . � LL �� ,3 3 INL NE DRAIN B DY W/S LID I 0 0 'D �'a Z VER GRATE H NGED CO OR . - . _ _ � .. .. - - � c� � ett I O� � v v O _� � � N RETE COLLAR - - I COC „ N 3 � I � �> .� ,18 (450 mm)MIN WIDTH O :n � i d1 i y i i .. L O ' I PAVEMENT � � 8 200 mm . . .. ( ) , MIN THICKNESS 4" 100 mm ( ) ', ... _ SCHED 40 PVC . .. a - ,. A' •.: ... . . . ., •. 4 100 mm .• ( ) . .. - ... .. . . .- •,.. E 4 � � . . ,: •..'.., .. SCH D 0 PVC . . . . , . ... ... W � w � � •.. : UP _. ,4_ :,:� ,� -:�. s.-... CO LNG � a o o � _ ,~ � .< 4 100 mm �n � ,� �� . r h V ,. j '�s• ,r ,r. ,. ,, SCHED 40 PVC Z O � STORMTECH CHAMBER - _ " ,�� ,. - - - .. ... W � . � � N�'�I Z Q U .. 8" Z ^ � � F�+-i g= •�•w - " (200 mm) I " .. / CORE 4.5 114 mm 171 .. � ~ o O �00 Z ( ) � .. ^ -- . HOLE IN CHAMBER _ (—.� �. �p ,- � w rn v (4.5 HOLE SAW REO D) •: ^^ z I- : . - I " ' , i _ , _ ,. _ ..., .� ... C_rs ��. ,.. �` , ,_. ANY VALLEY I ' LOCATION •. . SEAL ' NOTES: : OF NNE TION DETAIL �P�1H �'`As 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMIBER CO C I `� S • CORRUGATION VALLEY NTS �a �' - I o ti 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. i HRlST P. G 4 S N �,' • ylv . . 0.4 01 ARAGES. �U Gt'✓1L � y INSPECTION PORT � � -�_ . . Ar • - _ . _ _ U�� T - �. (NOT TO SCALE) • '. .. : .. . , . • .. . . n '' ��, _ . - _. • � , ;: ;. I ; _ __ --- T ' __ _. - _ __ _ _ ._ --r-- ,, � , � , _ ,_ . . r. _ , . � - - _ _ • . : -- • • .. . . . . . . . - . ... . .. . . - : . - . . . - .. _ • .. - . . . . . • LEGEN:D - - . . - - : .- . . : . - • _ TI N .: - �. . . .:� •-. .• � • � :: � _ �RSHED BOUNDARY LINE � - - - . . - . . . . - . - : . - �:� =:•-: �_�� WATER . . - . • .. E & O ! LS A . - , . . : . . . :�. .: � . ... ' -: OQ � . . - �. .. . ... .-: - - : . :.. . . . . - - . : - : . .: : - M P . ��••:.-•• : : � . : :: . - . . . -.. - - : : .. . . . - OF CO ENTRAT,ON - . . . .. TIME NC T .. . . - .. . I N OP . .. .. .. SG S .. � . . - . .. .- - - • • . - . . - - . . \ SOIL•�BOUNDAR, LlNc - . . . .. - .. . .. - .. . . .. . . . : . . ',, ;.. - .. .. . : SIGN "D0 NOT :. - �6 ,: .: . .. -,� .. • - . � » . -�. •. - - �. .: .. : . - :. • : • .. . : � .-. . \ ENTER & ONE �- . f' - . . � - - - - � � � •. � � . • .. - .. . . . ..- . .. .. . : . .. �, ' . - ohs WAY � .•. ° - - .. FLOW DIRECTION . � � - '. - ..- .. �: . - : - ;.: . -. -... - SIGN "DC NOT �. . , ` -� . y - • - - - - OS EET ESLD TI DEV LOPM � .. -• - '. •� . � -�- RIG . ,: .. . 9 . - - E � - ENT -�� : •� . - - : : . . �•`` •'. .. -.-..: ..-..` ' �: �'. ENTER" & » HT - E .. :. . - . - . . - • .. .. • � _ - R N AL - �-: : � .: : :. •. � TURN ONLY . . 6� � - - : .. -• .. - � � .- . .• - -. . : � .. � .. � � •' .�.. •. - . - ... .. :. GOODHUE STREET & 70-92 ] 2 BOSTON STREET LE . . , SA M, MA . . .� . ..- -```,.; ... . � :.: ::;� � � � �� SIGN "ONE WAY„ - - .. .. - - - - .. ..,� \ti .,. . � • . . . . ,:. � . . SIGN . . � , - . � \ - • : ----�•- •..._._ . : -� -.. ;:... . �: . � / ,> LEFT - . . 0 .40 . . ./ T/ - � STOP ti - - „'�.•• . :. � - - .. . . - � � URN �. . -. � - • - LE: 1 — . ... : �. :: - :: ., c. . . � .. - . . � . -SCA 20 : DATE:-March 24 .2016 :: • •.�� . .. .. .� . •: � _._. ..� .� � � � \ -. - - evlsed:�uly 21,_2016 . ,..� .. . ` .. .:. - . � - . 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STRIP (TYP) \,�. � � . ti O gyp' 1 CITY PARKING LDT O SIGN N AA - - - - .. . - G N �. • t -. .. -16 �� ACES. R � � � . . ;•..-. .�. -. :... .. • . XISTING 6 SP - F .. PARK,N� O .. - _ - - - - - - - .. ;,.. • • - .., • :. .. _.._.. . �, � Sip ._ N 1 F °c .. :' . . :- .--- � e .�VILLIA �. .: . ,, o \ S q :. . : . » q M . -:. � - - •; .. \ TREE 1 Ck S F - � _ -. � - - . . • • ._- F �-/ . . � .. . -. - .. - 2 � . . .. . . .. F ,�` T � SIGN ONE � �. %�°'".•• \, . .. �• .�: ppb sj,, . - - . - � � , • . . . --. O . . �,,. � tt . . o WA - - � . . - . � . . � .. � / ... - ;. .• •. :\ .,. - � �' - - - - - - .. ENGINEERS PLANNE • n ON�?RETE. I I - . . - - . • . . �/ - I RS I SURVEYORS C • � - - - -• o �.•'�" � WALL W/� ', - - . . 89 NORTH MAIN STREET . _ S N .. _ . .. SIGN - .. � F - - - - •. 1 ctt AIN �-- OH . . ., ,.,,.,. _ .-.__ � � � .-- » . SUITE 101 ./"" C H OH � R -SIGN B.K� LANE" - -. . . . . . . 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I . . .. .. . .. ..• . . , . .. �: — _ -� �-. _-T _ -- i __ _ _. _ __-_—__._.. — _ _ I Drawing List PROJECT NAME Sheet Current Current Revision RIVER ROCK Number Sheet Name Sheet Issue Date Revision Date -- --- - RESIDENCES PROJECT ADDRESS 0- Cover 70-92 1/2 BOSTON ST, FA000 Cover Sheet 05- 10-201 6 3 08-25-20 16 SALEM MA } I - CIVII ._...., .,..,......, ..w.. , - __ � CLIENT pay . C- I Location Plan 03-30-201 G 3 08-2 5-201 6 �. t C-2 ExiSting Condtltlon5 Plan 03-30-20 16 3 08-25-20 16 �� LAR PROPERTIES, E '� - --_ _ � • LLC C-3 51te Plan 03-30-201 G 3 08-25-20 1 G C-4 Layout Plan 03-30-201 G 3 08-25-201 - - ARCHITECT P p, , C-5 Utility Plan 03-30-201 G 3 08-25-201 6HII ' b _ C-G Photometric Plan 03-30-201 G 3 08-25-20 I G � M C-8 Details Plan 03-30-201 G 3 08-25-201 G "'} — - --- �gs C-9 Details Plan 03-30-201 G 3 08-25-201 G C- 10 Details Plan 03-30-20 1 G 3 08-25-201 G `' ` Y. • -riit -a, - T it 2- Landscape - L- I Illustrative Landscape Plan 05- 10-20 1 G 3 08-25-201 6 L-2 Materials Board 05- 10-201 G 3 08-25-201 G PROJECT . KHALSA L-3 Materials Board --05--1 0-201 G 3 08-25-201 G 17 IVALOO STREET SUITE 400 RIVER ROCK RESI ENCES RE IL- SOMERVILLE, MA 02143 L-4 Materials Board _ 05- 10-20 I G -25-2 TELEPHONE: 617-591-8682 FAX: 617-591-2086 3- Architectural -- - - - -- A-020 Proposed 51te Plan @ Garage Level 05- 13-20 1G 3 08-25-201 G PROJECT ADDRESS: CONSULTANTS: A-021 Proposed Site Plan @ I st floorr . 05- 13-201 G 3 08-25-201 G GOODHUE STREET & A-022 Enlarged 51te Plan @ Goodhue 5t Entry 05- 13-201 G 3 08-25-201 G 70-92 1 /2 BOSTON STREET A- 100 Schematic Garage Floor Plan 05- 13-201 G 3 08-25-201 G ti��w �� B ---- SALEM , cA R D - LEM MASS AC H U S ETTS A- 10 1 5chematic 15t floor Plan_ 05- 13-201 G 3 08-25-201-G `*PRROVED A- 102 Schematic 2nd Floor Plan 05- 13-201 G 3 d8-25-201 G 9-31TE PLAN A- 103 Schematic 3rd Floor Plan 05- 13-20 1 G 3 08-25-2016 ARCHITECT CLIENT A- 1 04 Schematic Roof Plan 05- 13-201 G 3 08-25-201 G Khalsa Design , INC. LAR Properties, LLC A- 105 Townhouses- Schematic Floor Plans 05- 13-20 1 G 3 08-25-201 G 17 Ivaloo Street, Suite 400 282 Bennington Street 08-25-20 I G g A-300 North West Elevations 05- 13-201 G 3 Somerville, MA 02143 East Boston , MA 02128 A-301 South East Elevations 05- 13-20 1 G 3 08-25-201 G A-302 Townhouse Exterior Elevations 05- 13-20 1 G 3 08-25-201 G X C10PYRIGHT KDI ©2015 r A-303 Enlar ed Exterior Elevations 05- 13-20 1 G 3 08-25-201 G TIHESE DRAWINGS ARE NOW AND DO .§ RIEMAIN THE SOLE PROPERTY OF KHALSA m - — -- _ - — DIESIGN INC. USE OF THESE PLANS OR ANY Y A-400 51te Section 05- 1 3-201 G 3 08-2 5-201 CoF(ORM OF REPRODUCTION OF THIS DESIGN - LANDSCAPE ARCHITECT ATTORNEY V WHOLE CONSENTWRITTEN IN PART WITHOUT EXPRESS AV- I Neighborhood Photos 05- 1 3-201 G 3 08-25-20 1 G SMALL RESINHE FULIS OLEIST EXTENTBITED OF AV-2 Perspective Views 05- 13-20 1 G 3 08-25-20 1 G Blair Hines Design Associates Joseph Correnti, Esq . PIROSECUTION UNDER LAW 3 318 Harvard Street, Suite 25 Serafini Darling & Correnti z AV-3 Perspective Views 05- 13-20 I G 3 08-25-20 I G � RIEGISTRATION � - Brookline, MA 02446 63 Federal Street m .- AV-4 - Perspective Vlew 05- 1 3-201 G 3 OS-25-20 I G ��p DAR�y/ AV-5 Locus Plan 05/25/ 1 G 3 08-25-201 G Salem, MA 01970 2 o CA GE ' MA ~ f row o LOCUS PLAN CIVIL ENGINEERT�oFMa � I iay 35 r„ , ; �- Williams & SoparagesIr 29 RL 24 Project number 15081 0l 3� 2s j 191 South Main StreetCD 124 23Rs,RF 20 57 RR ? Suite 103 r.a Date 05/13/2016 122 120. t? 13 1 c 14 i 1 Drawn by ___ TMC 116 ;�4 Middleton , MIA 01949 118 Checked by J$K U ari 125 110 13 0 4 A '129 S2 4�� Scale _ eo 104112 OJk L8 / c 106 . ' REVISIONS — Sr�Fr 104 72 -- a 2 119 74' ' 7,3 63 ,o No. Description Date 4' 115 100 75 63 a> JM a1 113 9u `f 1 DRB REVISION 1 06-10-2016 . 107 94 92 1112 3 Planning Board Resub. 08-25-2016 s:r Or - PROJECT ROJECT c0 31 <FRsi 26 103 SITE o 19 fi : 47 ,o 12 25 1H 14 n VWPLANNING BOARD SU MISSIONm 21 eG,i 12 5 .�` _ 89 401 162 08 =25=2016 ■ 0 5 19,' l fR 4 0= 87 I a 1' snRFn10 6 8S c F538t eo, 11�� 166164 �16 1 8 9 v 36 sr , 2 16.1`F' a 10 9 3�' off` it ■ - (n 2 :i 6 79 r167 = - 0 G \ 11 5 ly rY- 12 3C0 75 :, �-+ i: _ :.'� 2 DRB SUBMISS101N 2016 0 y4` 1? 19 13 ?`�O~ 12 sr�`fr q2K 73 1;3 - ! 3 19 r� 71 y��` 17 f 11 8112 .. 14 5 233 9q 186 �p� 181 15 $ SUBMISS101N ■ 11 1 i' 19 i 6 1'I jiQ > 106 `pk 05=1 2 .. 20 13 1° i92, DRB 32016Cover Sheet - 1& .�w� 14 21 18 ` 10 �qR 15 t7 15 I . 15 17 y� 10 �0 11 1~ HfY 19 ron a 11 �� 14 fie, t sr 13 9 ... 23 'So 18 ;2 24 �;� 16 .R,cFr 1 ` 4 �� 30 .�a 2 18 25 St�`� 8 ° a6 ti� 0- 25 20' e 24 32 Q� , i'+1Ra0 4a N ` `9 22 24 ° N 72 16 59 41 , (�Sru'f's�R 18 N ? 28 31 3 29 2} �� 16 12 10 / 35 38' E 33` 7 9 � +$ A=000o i8 36 40 _ rin. Q 19 &u 4 - N — S` , .. 408 RIVER ROCK RESIDENCES N ii PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1 /2 BOSTON ST, SALEM, MA CLIENT LOCUSPLAN LAR PROPERTIES, LLC Ia` � .• p' ` Rf ARCHITECT 10 i wf ,r -» ' DESIGN INC x KHALSA 14 '20' ' j,�J RR 3R 12 •.•t! 5�6 uy„a^''' % .. .r:.._ 64 126 23 zs • s i '•mow» "A''1 -. 4 - , c '' 14 ik", .:,fix' .y •j! -,.g - '±,,,,yA a! _ - ' ,i_' f- '14 �•� x - w.. , 118 11 X114"' 1 - ....... ... Al 6 4 Y 110 '°"•"' `'`x,�` `f�` "a�`'•',,,+.�''r jr,r+rf,nr`','r,"r'_�:.,:.��► 'rr_.. �.�<'''k':,...'^. `''',�,?,,�'f< •, �•-x..".�'.+,ate'..,' ;',�',*=r,r..•AY,'',+_�'�r.'r.+r�,„•�r 1 '555+ ,!�r,te,.,rY'jh-,..YJ.».. q.,�•s 11 y -___w.• "'-i,,y+•f',,dd a�g .',�1.'r_, �•'�;�; 1•. •^ra f; v �9�•.!#,�,a. �*F,�r�:'.'a, �a•., -,..�'' s`��;„ •r- �a;1��!` ba.,a ° -,`.._,�,s..ema.-'+�•fr+-t 'JIr 'xd•;�:. 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USE OF THESE PLANS OR ANNY FORM OF REPRODUCTION OF THIS DESIGa_ 80AIN WHOLE OR IN PART WITHOUT EXPRESS co� 30 1 7 v WRITTEN CONSENT IS PROHIBITED AND 75 SHALL RESULT IN THE FULLEST EXTENT OF1 . � te g , , ,• T` �,,e 44 6 12 r - PROSECUTION UNDER LAW 173 y 176 sq. \ 12 pIA, f19 ' REGISTRATION 71�14 9 817 - r 18 0 1,32 6 23 CD co - 19::N Cn Lj , H l3 2 _, Project number 15081 0 41' 11. 194, �1 Date 05/13/2016 Drawn by TMC21 o �� i 1 17 ,� 22, + � Checked b JSK % � / 26 / ,18 23 � _ Scale REVISIONS No Description Date41 24 q rov ell 5 9r 18 . 1 3 Panning Board Resub. 025-2016 o , rt` 10 L 00 28 f r �kV 36, 4 r), ”.,,e Locus Plan O AV=5 � (0 r- RIVER ROCK RESIDENCES N - co PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS I 70-92 1/2 BOSTON ST SALEM, MA BOSTON STREET CLIENT LAR PROPERTIES, , - LC Now , , ,.� y`' ARCHITECT ' r 41 r� I c r.. E - .......,_ .s ,, Fri nw �# 1., .::::-: ,. s£' . ... "-. « "..�`'�• � `"`: t ` 14? s , S Ilan � s. •_ �,. .�, .. .�;,;, � „ .r .*t � - ..�a ; 701 KHALSA P 4; a 1 pd�r ho: r 8 Wit::- A woo In 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 TELEPHONE: 617-591-8682 FAX: 617-591-2086 —+c CONSULTANTS: 'rr-`"ter. ,�";�,,/"� -. ' ...,,_ -�-„,..�,�: .M:� .•,.; ,-- __ ” - _- „�,` 1'''^-,. ---._, _ -4= _ Ilia 44 ,.-. � � "'' .:-,....._• -.._ ,rte- k `-��°,_ , r 4 l • I ; , Y i ,..,. ,t,.,r__. -..•; -- •' ;fig'. '.`"`_ -_ ^.....-'`"._--,:. .:_.q-....:...._ L ._„"^`w!. _.„ I --_' - ' ,•+,� _ - rarer* .. � w 1 i,q .hri • ,. N K ...✓..-. _+ ,:.'�• ,.... ;.::::. ..,. , •!�.'x.+^F fir:.n.-a. �r ..:- e. ," .. Y q Ts ' ,. _. .::.,:,t r':r"�.'+�•._. ,. :." .. ,.. .,err .. �..,_, ',ze ,'�„�," . s t:..... e _ ,r.,..,-...,•.,.,:^*. ,. °`.'^ "T _ ...- ■ ■ �r r,::.vW' r� t± *. :*>t+ 1) IN yr J'Y .. ._.. -. LA }' _..r. . :,: ..—• - _ .,,r,.; , ,c ,-.._ 'y. :.,' .a,,. - F! . Rix r tea" r 1 PRROVED Sflei - r. AIW PLAN C� WF WY `A r r, t, W v' r COPYRIGHT KDI ©2015 Ld , THESE DRAWINGS ARE NOW'AND DO REMAIN THE SOLE T ^ Kr"a l . j ..v;•.r: - _. ,„' � ' - „ . '.'_,,,,. ,.:.. , . PROPERTY DESIGN PLANS SNY y ORM OF REPRODUCTION OF THIS DESIGN a- IN WHOLE OR IN PART WITHOUT EXPRESS .ate WRITTEN CONSENT IS PROHIBITED AND ca SHALL RESULT IN THE FULLEST EXTENT OF m PI ROS ECUTION UNDER LAW 3 � 0 z REGISTRATION DAR 00 c� AGOODHUE STREET CGE of MA �tth OF MPS of . ,.✓'� Project number 15081 O Date 05/13/2016 a Drawn by TMC , t f _ a Checked by JSK o Scale 0 FF V, yREVISIONSC • , a , fi r " 'vw,• .asw,„+.s r�• tom" � 1 ,4,,.. . ::• ,:', ," ,.- , .. ,^_. �'. :.- � yy�� on Date e ,. e , , No. Description fi 1 '�1�p, - � . Planning Board Resub. -25-,016 :; 08 .., ,a• ,rt.+: �x' ,,.•±9 ,,,,,,.„ . .,-..+.o- ._.. k #G''' am' - o r gra. r" "" , -.' _ �nllttlon u, :v ya. __-'. 'r' k.i " ;,:.•moi::.. , -" .!'0. a3 (7 AUTO a„u 4 ,< .. f _ y r ;:.. -w�, .. , ,,.,, K•. ,,,t �� yxrt Auto Rt£ia t� - '. -�'� co P?' I a y w 4 4,rr P �' - _• . °... » xm ,... _ �,....;,_. - „ �t m •: ; .ms Neighborhood M Photos :r k " t , u. u NEIGHBORHOOD PHOTOGRAPHS cc G r N M r- O O RIVER ROCK RESIDENCES N - - 00 PROPOSED PLANT LIST KEY QTY LATIN NAME COMMON NAME SIZE NOTES TREES \\ \ BN 7 Betula nigra'Heritage' Heritage River Birch 3-3.5" cal. B&B/single stem CJ I Cercidiphyllum japonicum'Red Fox' Red Fox Katsuratree 2.5-3" cal. single/B&B GT 15 Gleditsia triacanthos var. inermis Common Thornless Honeylocust 2.5-3" cal. B&B MD 8 Malus'Golden Raindrops' Golden Raindrops Crabapple 2.5-3" cal. B&B MB 2 Magnolia`Butterflies' Butterfly Magnolia 2.5-3" cal. B&B/single stem LT 2 Liriodendron tulipifera Tuliptree 3-3.5" cal. B&B \� QC 4 Quercus coccinea Scarlet Oak 3-3.5" cal. B&B PP 6 Picea pungens Colorado Blue Spruce 5-6' ht. B&B TO 4 Thuja occidentalis'Smaragd' Emerald Green Arborvitae 7-8' ht. B&B TT 4 Tilia tomentosa American Linden 3-3.5" cal. B&B TP 7 Thuja plicata'Green Giant' Green Giant Arborvitae 7-8' ht. B&B UP 3 Ulmus parviflora Lacebark Elm 2.5-3" cal. B&B S J SHRUBS G City Parking Lot CP 7 Chamaecyparis pisifera'Golden Mop' Golden Mop Cypress #5 Pot A ` CS 39 Cornus alba'Bailhalo' Ivory Halo Tatarian Dogwood #5 Pot PHA 14 Hydrangea arborescens`Annabelle' Annabelle Hydrangea #5 Pot BN-4 HP 9 Hydrangea anomala petiolaris Climbing Hydrangea #5 Pot bra la Ilex 30 IG ' g Inkberry #5 Pot/18" ht. IM 4 Ilex meservaea'Blue Princess' Meserve Holl 48" ht. 2 shall be male retaining curb y �� \ IV 27 Ilex verticillata'Sparkleberry' Sparkleberry Winterberry 24" ht. 2 shall be male special paving at y MB-2 KL 7 Kalmia latifolia Mountain Laurel 30" ht./B&B I C drive apron __ 0 0 MP 3 Myrica pensylvanica'Bobzam' Bobzam Bayberry 30" ht. stepped seatwall `, RA 20 Rhus aromatica'Lo Gro' Lo Gro Sumac #3 Pot r + '7 RC 7 Rhododendron catawbiense Catawba Rhodo 36" ht. RO 14 Rhododendron NW 15 chinoides White Rhodo 30" ht. - MP-3, N W it 7 - .. a., S - �� ' � � .` � � �,�. ' •, � SB 24 Spiraea bumalda`Anthony Waterer' Anthony Waterer Spirea #5 Pot T r S� Spiraea japonica'Little Princess' Little Princess Spirea #5 PotUnit Paving TB I3 Taxus x media`Den i ormis' Yew 24" ht _ /Pot 3 o.c.spacing ngPP-6 DoublefleViburnum 36hr- VP Viburnum pl.tomentosum Manesii - I bike rack GRASSES/VINES/PERENNIALS f _. J AM 50 Achillea millifolium'Desert Eve' Yellow Yarrow #2 Pot N* I 1 1G-2 GT-3 CA 75 Calamagrostis acutiflora"Karl Foerster' Karl Foerster Feather Reed Grass #2 Pot CV 12 Clematis virginiana Virgin Bower's Vine #3 Pot LS 49 Liriope spicata Lilyturf #2 Pot NW 33 Nepeta faasseni i 'Walker's Low' Catmint #2 Pot TO-4 1G-9 PQ 15 Parthenocissus quinquefolia Virginia Creeper #3 Pot MD-2 ' 4 trash L enclosure IV-21 . CS- 1 Proposed Residences at } - CV-3 BN-2 '70-92 Boston Street HA- 14 CV-3 • f v , �L ANNIING BOARD conc. block retaining wall -_ - CV-3 tAPPROVED with railing on top - t- �. �_ K w �. LT IM-4 SB-3 TB-7 wood guard rail:._ CV 3 SITE PLAN GT-3 -� ._ -TBT 6' ht. wood fence 1 SB-5 RC-2 ( raised '� � - -- - -I / VP-3 Dog Park crossing ,•' � k f MD-3 ! �'�r 1� ' SB-7 TP-3 - with unit y� — CS-5 CA-IO,AM-9 paving - \ r `�� _. - — LS 49 ��`�� RA KL-3 - — CA-10,AIM-9 w` CJ- I 1 - - _ r PQ-5 a AM- 16 �,, �, SB-9 RA-3 -- ,� s �, CS- 19 RA- 14 -f- , ' t Proposed AM- 6 ---- - _ - S-7 I PQ-7 C Li Townhornes �- � unit paving _ _ _ -- -- --- ---- CS-3 , ` bike racks , . QC-4 RC-5 _ - Y rte. benches -=- TP-4 RO- 14 __ t AS-20 -3 TT-4 SJ-30 I � I V 7 ;Seasonal annuals, �y owner V 6 ht. wood / lawn lawn _T fence _ - lawn - PQ-3 36" ht. wlhite picket fence and gates HP-9 at entries; to townhomes —42" ht. metal picket fence at top GT-2 of wall where wall exceeds 2' ht. B 0) S T 0 N S T R E E T special paving at drivie aprarr Site identity sign CP-7 SCALE: 1//16"=1'-0" Blair Hires Design Pro osedatBostonStreet Salem , MA 0 4' 8" 16' 40' Assc� �: lates L \ NDS (. ,\ I) f_ \ K( � � � Lt ` Illustrative Landscape Plan August 23 2016 �N A- YT'r�• V .. kN .. . ' t o ,„ ''-.., . ,i a I '\ � • F '1}'-=lir', �1• � •f • ... '4 fl I. ', ' a :. .'�' � ti . -- ` �•1, t~ ih� ,ri � 9 f�. it 111 i'R�� a. � t 1 , ,_ : -� ..: a �'!r, v ,^-- .f ,,.. ,. • I� +�� ,. —�;'. _ '`� ...+,: _ -- -.�F F •' � • Y.�'1� �� ap lop • . Y t� • t - .- {{ y! A.7 Ao . - �•�.w "i R `a •4 `• � t'•�� ` �+r.."►a's y "'.� ,.�. 1..� '� t �� .•'? •f '� 'r 7 � _ Y r , },- rte•^' !F 1 e Ir ) lbi � t. � .: � ?F� ,r ?!r"�•.7w�...,�r• •4• r 7`��;��'" .! � r a:' � . 'Js ' :.�- '' 7 �� •` - .r f�-,� -. --„ .... � _`. _• "��,� r•� wilt f„+ ► . •� �• ., � .�� C� Y .w r° _ �l *.. "`i''* � ,�i� �}!. 11 ,. a ', r •r . ' ' '4' R,' . . �.' j•y u Y F N - �! � �Ri "t "� , F.x !1'S _ � it tt* �� *• ! 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A ,_ .., • a` a ` � �� 1 i f t t r , a � ' ..s � .. - _ .... • .... _ Y i ... iii .t• ' .-ee ,.� �'•�� 1» _ r - f ; �' ., �` f f 'r _. �" ,� .any+ Y' • - � �r ANk fir 77 WE r . ' � " • r , - - s„ JIM,Air.f, �r� ',.. '•Y d4 w` ., t 1 r . to. ja _ Air sk Ar IN j4 7 44 AS 01. lWl 41 , r x • w + d , . ; , .� tr r 3 ti k. , ,1 M , , : f• , r = � : f , �w .y .,c a - ;•. i , - r � y ' •I A •a, w - C.4 73 , RL i ay ` s . t -d. -_,... ,.r.` ++_ •- �,l - -ate y a moi, �,, 5► � . :. � y, ham. iu' 's' •Jv w „ r , r �'•Y' • it r + � f Y '� 1 \t,,�,1,• r. . 7 ,. ♦ ` �:r9•'si � • e i Ap Blair H Design iPPROVC0 BOSTON� � - STREET RESIDENCES SALEM , MA N H ftp R C H r E I s MATERIALS BOARD SHRUB/GRASS/PERENNIAL PLANTINGS PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT 1 LAR PROPERTIES, LLC r AR CHITECT KHALSA DESIGN INC. C� TREE A-022 I Itr+ f' A-400 ' SLOPED RETAINING REMOVE WALL EXIST. �ItIT'r CURB CUT • PARKIN' I SCOPED WALKWAY. 5' I LOT • 5% MAX. ' LXI5i1t`I`�I I t5 • STEPPED SEAT � ' • 1,:)AC! I WALL �\ � � _w 2 RISERS I a. • =SLOPED - 10.8' 5 RISERS • I WALKWAY _ KHALSA ELEV. 20' I • — ? - BIKE RE OVE t NEW CURB �, ,_—---`` 1 92� D'N ~�, _.~ s M RACK CUT __ -- 1 • --- 1 CU (SCUT — - .-.----- _ --_ _ � °7�; MAX. � N _, o --- 2s' on o I O 17 00 1 SLOPED WALKWA' H - IVALOO STREET SUITE 4 - " ELEV. 15' S' "RESIDENCE • / , `J SOMERVILLE, MA 02143 - �.�.. E c ELEV. i 5' 0" p ENTRY `CFI, 0.8, UN `C�T� 1 y TELEPHONE: 617-591-8682 FAX: 617-591-2086 020 co I FITNESS ^. IuP ROOM ELEV. —� � ��_ 1 ) = CONSULTANTS: f 5 SPACES --- I H.C. H.C. LE LO BY 11�112"• VAN •`nSPACES VAN i; _�- ELEV 3SPCSF.ETAIL e OVE � • __-.� F.F. ELEV. 10.8' �\ R11EAD f / I . �•� I DOOR �- --- �? - STAIR SPRINKLER �y ACCESS SURFACE AISLE �_ ELEV. PARKING 12' -6" - R OM 10' GARAGE 7 SPACES ENTRY JAN. CLOS. ELEV. 15' �; GARAGE LEVEL- - - "�' ' � TRANSFORMEP, � 1 o l F.F. ELEV. 15' ELECTRICAL/ / TOILET '� SP o �. � ��+1 ( I I TELECOM 4C�s `\ DUMPSTER o c�— - PROPOSE[)3-STORY � +GARAGE BUILDING WITH 2 SPACES / ENCLOSURE � GARAGE PARKING v 10 SPACES OIL 4 I SPACES ` \ N DIOG PARK TERRACED GARDEN011 98. -5 112" 1SSPA C p FS Typ 41' ? (D SURFACE PARKING �` / w DRIVE ABOVE 147• / 1 COPYRIGHT KDI ©2015 s ry THESE DRAWINGS ARE NOW AND DO SEE FIRST FLOOR SITE PLAN 8 \ ` / o / — RETAINING � ,~ �`.` REMAIN THE SOLE PROPERTY OF KHALSA i WALL 4 f` DESIGN INC. USE OF THESE PLANS OR ANY Y GURADRAIL FORM OF REPRODUCTION OF THIS DESIGN IN WHOLE OR IN PART WITHOUT EXPRESS a, WRITTEN CONSENT IS PROHIBITED AND cu —i SHALL RESULT IN THE FULLEST EXTENT OF PROSECUTION UNDER LAW I. i 3 -- z REGISTRATION - TOWNHOUSESna�cyfr ABOVE SURFACE PARKUNG4 DRIVE C✓ �c�\ , �C>,�, 0 ABOWE + , SEE FIRST FLOOR SITE PLAN 00 t CA GE �: LO i MA ♦, 41Ty OF MP�g 01 1 4 )I ... .. _. 2 i Q Project number 15081 0l Date 05/13/20161Cn 1'RFES 0.. _ - - -- Drawn by TMC --_ Checked by JSK o G42laSS GRASS l (� T - - - - ----- ._ —._. __-- - . ------_ � -- Scale 1" 20' 0" co REVISIONS CL - - - _ No. Description Date 1 DRB REVISION 1 06-10-2016 0 2 DRB REVISION 2 06-22-2016 D -_ 0 J~ ~_ 3 Planning Board Resub. OB-25-2016 i o w _- LO __ -.._.__ — - LO }- Z C� = U) 11 I - Y Proposed Site Plan @ Garage Level 0' 10' 20' 40' 60' 80' 2 CL Site Plan GaraOe Level N GRAPHIC SCALE 1 „ _ ., ------ N 1 – 20-0 0 RIVER ROCK RESIDENCES ao PROJECT SUMMARY ZONING CHART PROJECT NAME \ REQUIRED PROPOSED DISTRICT: NORTH RIVER CANAL CORRIDOR (NRCC) TRANSITIONAL NRCC OVERLAY DISTRICT, LOT SIZE: 73,382 S.F. RIVER ROCK RESIDENTIAL UNITS 50 UNITS &ENTRANCE CORRIDOR OVERLAY DISTRICT(ECOD) COMMERCIAL 736 S.F. REQUIRED f PARKING 105 SPACES TOTAL Q PROPOSED COMMENTS RESIDENCES / \� 96 SPACES TOTAL MIN.LOT AREA(S.F.) 15,000 S.F. 73,382 S.F. COMPLIES/NO CHANGE RESIDENTIAL 100 SPACES(2 SPACES 96 SPACES MIN.LOT AREA/DU(S.F.) 3,500 S.F. 1,467 S.F./DU DOES NOT COMPLY PROJECT ADDRESS PARKING PER DWELLING UNIT) MIN.LOT FRONTAGE 60 FT. 477.78' COMPLIES / -92 1/2 BOSTON ST �,� l COMMERCIAL 5 SPACES (RETAIL- 1 0 SPACES TREE 2 ./ PARKING SPACE PER 150 GSF) MIN. LOT WIDTH 60 FT. 476'+/_ COMPLIES SALEM MA ' \ ! MAX. LOT COVERAGE BY 50%134,898 S.F. 31%/22,607 S.F. COMPLIES 1, r ' ` x'� 2 .\ �\ �� •�` ALL BUILDING(%°° •'f \ '\ // I ) UNIT COUNT - - - - - - - CLIENT TREE MIN. OPEN SPACE(%) - 24.9°k/18,324 SF COMPLIES BED (755-959 S.F.) ;. � 16 MIN. DEPTH FRONT YARD(T - VARIES, 10'-6"@ MIN. COMPLIES ' "Ni \`` 'L `` 1-BED+(925-962 S.F.) 2 1 -- a0 �w� „ - - -- _ - MIN.WIDTH LEFT SIDE YARD (T VARIES,9'-10" MIN. COMPLIES LAR PROPERTIES TREE " \\ ,e �.`- -`_�._ ( ) ( ) LLC r" !% pgRKlt 2- BED 1,007- 1,314 S.F. 25 j% LOT 1 -_ -_ MIN.WIDTH RIGHT SIDE YARD FT - VARIES 38'-2 1/2"@ MIN. COMPLIES - _, . 3- BED-FLAT(1 598 S F.) 1 - - - J� ' l � `'�` MIN. DEPTH REAR YARD(T VARIES,4'-10 1/2" c@ MIN. COMPLIES r " C 3-BED-TOWNHOUSES 1,961-2,029 SF) 6 SSP �. � ��aK ~ A'��.,_ �`' �� MAX. HEIGHT BUILDINGS(FT) 40 FT(TRANS. OVERLAY) 34'-2" COMPLIES ARCHITECT l / \ ui TOTAL 50 UNITS Building height: Building height shall be measured from the average elevation of the proposed finished grade at the front line of the building to the highest point of the roof for flat roofs, to the deck line for mansard roofs, and to the mean height between eaves and REAR RESIDENCE ridge for gable, hip and gambrel roofs. Fences and walls shall be measured from the Finished grade vertically to the highest point. ENTRY BELOW MAX.HEIGHT�,--' ,�..,.- - • t _ ,l l.7 O 1 _ BUILDINGS(STORIES) 3 ST (TRANS.OVERLAY) 3 ST COMPLIES ' f - MIN. DISTANCE E EN - - COMPLIES /- BUILDING ON LOT(FT) �- WALK - �i' BELOW O/v BUFFER AREA REQ. FT FROM ANY 50 FT 9'-10" 111�� _ DOES NOT COMPLY t - RESIDENTIAL OR CONSERVATION USE) COMMUNITY EL V. 2 TO 1 /139,592 G.S.F. 0.91 /66,700 G.S.F. COMPLIES i _\ 149' 1 ROOM LE LO BY - FLOOR AREA RATIO _ ` PROPOSED \ I DRIVE UNIT#3 I ELEV �� - ` _ STA FIRI UNIT#7 - BELOW ' jj UNIT#1 , , " �-•-_ ` �- __._ ----. ST / PROPOSED DN FLOOR- UNIT#9 S �+ i __ SURFACE ELEF. V. KHALSA �` \� PARKING 7' / UNIT#11 _- TRANSFORMER BELOW r J 38, 0 2 _ / ZS Z UNIT#12 \; 17 IVALOO STREET SUITE 400 ' UNIT#5; COR r SOMERVILLE, MA 02143 j a-J �.-`` R � � •``\ __ UNIT#4 / UNIT#2 TELEPHONE: 617-591-8682 FAX: 617-591-2086 UNIT#6 TERRACED - OFFIC UNIT#13 / Al -�" GARDEN ` VT. UNIT#8 UP RETAINING _` CONSULTANTS: _ E t ,- -=- ` EELEV. NEW t -- -_— - - J 27' / 4 r ,v \ ' ,` ` ' WALLI I - �.w STAIR ' J C GUARDRAIL 91� .8 112" __ ____- __ _ - __ UNIT#10 EL, ' +/- % FRONT ---- , RESIDENCE UNIT#14 ENTRY 140 ' 1p SURFACE ] �, - / PARKING - �;0 13 8 SPACES WALKWAY \, h.c. �_�` ` ;�\ �•� ` 6 SPACES & - ELEV. - TOWNHOUSE GARAGE f �` �` H.C. / O 31 -- & REAR ENTRIES r i �' - . .. . .► SPROOMER BIKE/ 4 S 16'-0" — ' PACES RACKS • ELEV. 24' +/- 1-CAR 1-• CAR 1-CAR 1- CAR - ; I GARAGE GARAGE GARAGE I SURFACE PARKING L 1-CAR 1-CAR GARAGE h i• 34 SPACED --; __6- -o CROSSWALK GARAGE GARAGE o a �1 �� / /1 ELEV.26' +/- j CNV O TH yl \ x �� Ln UNIT#1 U IT#2 TH UNIT#d UNIT#5 UNIT#6 I I " 3-BRM 3-BRM 3NBRM LLJ 3-BRM 3-BRM 3-BRM ! �� i / 5 SPACES - - - 4 SPACES - _ f COPYRIGHT KDI ©2015 r t THESE DRAWINGS ARE NOW AND DO 3 y' I REMAIN THE SOLE PROPERTY OF KHALSA CM o �. ♦ - — F 1PROPOSEDI -W DESIGN INC. USE OF THESE PLANS OR ANY Y `'9' - ` �� -�`' - - S� ! FORM OF REPRODUCTION OF THIS DESIGN- = J - - ELEV. 22' cu IN WHOLE OR IN PART WITHOUT EXPRESS a, / STEPPED - • _ WRITTEN CONSENT IS PROHIBITED AND RETAINII�IG WALL li u SHALL RESULT IN THE FULLEST EXTENT OF _L_J_ I __, �___--- ACCESSIBLE 100'-6" PEDESTRIAN , =�� PROSECUTION UNDER LAW RELOCATED --- _ 9' CURB CUT - 10" .•nCCC �,. - - - -- - - - / ROUTE --'`'_--- - - - z REGISTRATION o EL [`� GKa N ST F__[-_ j GRAS -- — - - -- - - U) WAR TOWNHOUSES - FRONT ENTRIES AT 1ST FLOOR ABOVE, F.F. ELEV. 39'-6" 0. o CA GE w a rI N M ❑ Qf U) MemoProject number 15081 0�I O Date 05/13/2016 - - Drawn by TMC 3 Checked by JSK o Scale As indicated a Q REVISIONS Z Cf) _ a No. Description Date a� 1 DRB REVISION 1 06-10-2016 0 2 DRB REVISION 2 06-22-2016 0 3 Planning Board Resub. 08-25-2016 O 1 `S (U (9 - _ Y Proposed Site Plan @0' 10' 20' 40' 60' 80' 1st Floor co GRAPHIC SCALE A=0210 Site Plan @ 1st Floor Level _ RIVER ROCK RESIDENCE 1 1 = 20'-0" PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA TREE � >> `\ ELEV. VQO \ ` 10.81 17 IVALOO STREET SUITE 400 `\ �S'�► SOMERVILLE, MA 02143 \ RFF TELEPHONE:617-591-8682 FAX:617-591-2086 wq�KwgYs o CONSULTANTS: �P Mq ELEV. 10.8' 2 RISERS A @ 711 P�/ '9l�� ELEV. 12' RETAINING WAL — _ 5LOPED WALKWAY 5% MAX. � " LAt 7 1 12.25' RETAINING WALL 4 d SLOPECD WALKWAY 5%MAX 5 RISERS ^ G 1/2" GUARDRAIL TEPPED SEAT WALL SBIKE r ~ ELEV. 15' \ WALKWAYRAIL rx.i RACK GUARD ELEV. 15' \ ( , REAR ? RESIDENCE CC EELEV-15'-0^ ENTRY \ GEV c ELEV. G% 10.8' \ 0 Lu \ COPYRIGHT KDI©2015 s THESE DRAVA NGS ARE NOW AND DO 3 RETAIL \ REMAIN THE SOLE PROPERTY OF KHALSA STAIR#1 FITNESS STORAGE Q DESIGN INC. USE OF THESE PLANS OR ANY S ROOM ELEV.LOBBY ELEV. FORM OF REPRODUCTION OF THIS DESIGN cu UP ' INI WHOLE OR IN PART WITHOUT EXPRESS aa 10.8 ) ELEV. 15' WVRITTEN CONSENT IS PROHIBITED AND coo �i ELEV. RETAIL SFHALL RESULT IN THE FULLEST EXTENT OF cu i PFROSECUTION UNDER LAW 3 m ELEV. ELEV. — Z 10.81 REGISTRATION SPRINKLER °¢ ROOM d ARP s o00i I Nn. 0 r---�' GARAGE CA MA GES LO TOILE . 448 of 1A 01 Q Project number 15081 of Date 05/13/2016 a, n Enlarged Entry @ Goodhue Street Drawn by TMC ; it _ 11 Checked by JSK p 1/8 — 1 -0 Scale 1/811 /8" = 1'-0" o Mo REVISIONS Q co No. Description Date y j d 1 DRB REVISION 1 06-10-2016 3 Planning Board Resub. 08-25-2016 0 I C0 O LO m io m aZi 57 v7 C� Y Enlarged Site Plan @ Goodhue St Entry n_ 66 N = N 022 CO r O N RIVER ROCK RESIDENCES CN CO � r PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT Alo ft 2' LAR PROPERTIES, LLC ARCHITECT GOODHIUES REET ( --0- 0 N E WAy) y�, �r I F +v O e-, KHALSA LOPED WALKWAY \ DN BIKE RACK I I 17 IVALOO STREET SUITE 400 -F7 SOMERVILLE, MA 02143 TELEPHONE: 617-591-8682 FAX:617-591-2086 \/ DN CONSULTANTS: P WALK RAISED RETAIL - RETAIL S SCOP O STORAGE o736 S F I PRINKLER I I DOG PARK ROOM _ ELEV. N 7'-9 1/2.. 0 6 =I F'� . 5 7 8 9 10 11 12 13 14 15 16 21 LOBBY ELEV. 9'-0.1 i / \ 27'-9" I T ILE TYP.FITNES o — — — — — — — — ''- ROOM �0 390 SF \ 5 p. 11,�j2'C ' I \ HP L VAN / GARAGE o _ J sralR HP / \ 41 SPACES I I I N I nT UP 3 VAN F.F. ELEV. 15' to CO °�r co d+U��yLr v �C 2 \ Lu COPYRIGHT C:OPYRIGHT KDI©2015 w THESE DRAIMNGSARE NOWAND DO 3 RZEMAIN THE SOLE PROPERTY OF KHALSA rn TRASH/�r.RECYC ING JAN. ELECT./ cc D)ESIGN INC. USE OF THESE PLANS OR ANY ' FORM OF REPRODUCTION OF THIS DESIGN CLOS. TELE. o IMI WHOLE OR IN PART VIATHOUT EXPRESS aa) o, RO M \ 6'_0.. 31 30 29 28 27 26 1 25 24 23 1 22 21 20 19 18 17 WRITTEN CONSENT IS PROHIBITED AND m SiHALL RESULT IN THE FULLEST EXTENT OF SURFACE m P ARMNG \ / 32 PROSECUTION UNDER LAW 3 _ m BOILER ROOM' z 33 ROOM REGISTRATION DOOR EAD ,� \ / 34 ( TOR. STOR. STOR. STOR, STOR. STOR. STOR. STOR. STOR. STOR. STOR. STOR. STOR. STOR. STOR. � B AR OVERHC ` STOR. 35 ` \ STOR. LLLI 36 o0 GARAGE ENTRY \`� / STOR. I I CA MA 37 GE � Q ti STOR. \ 7W Or 0% of 38 STOR. \ v 39 a STOR. 1 15081 0_ / 40 1 0- Garage Pate ct number yl TOR. 41 STOR. \ 2016 3/32° = 1'-0° Drawn by 05/13/TMC rn Checked by JSK p STOR. Scale 3/32" = 1'-0" _o STOR Mn STOR. REVISIONS S CL STOR. No. Description Date N STORAGE UNIT- 27 TOTAL 1 DRB REVISION 1 06-10-2016 3 Planning Board Resub. 08-25-2016 0 I w 0 L LO m m Z a) C7 Y Schematic Garage Floor Plan o_ N 00 N IIII® r O r O N RIVER ROCK RESIDENCES N PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, f SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT A-300 . ' ROOF 1 c 25'-6" 251-6" 34'- 1 1/2" 30'.-7 1/2" i ROOF :... ' BELOWILF—F= O o KHALSA ! A-300 k UNIT #7 UNIT #9 UNIT #11 UNIT #12 UNIT #13 17 IVALOO STREET SUITE 400 2 ELEV. ELEV. 1-BRM 1-BRM 1-BRM 2-BRM 2-BRM _ SOMERVILLE, MA 02143 LOBBY #2 TELEPHONE:617-591-8682 FAX:617-591-2086 COMMUNITY ELEV. 893 SF 801 SF 801 SF 1 ,115 SF 11049 SF ROOM #1 co CONS)�TANTS: 750 SF T. UNIT #3 STOR. FIRST CORRIDOR 2-BRM FLOOR- �, 1 ,012 SF KIT. F.F. ELEV/. 10'-0° UP 3 A-301 ° 27 STOR. IR ° QIR # LOBBIY j- �4 UNIT #6 UNIT #8 UNIT #10 1-BRM 2-BRM 1-BRM+ UNIT #14 UNIT �#1 -; 2 BRM 2-BRIM D" . .o� CORRIDOR 789 SF 1 ,165 SF 9!25 SF -� L== n^ T 1 113 ,SF UNIT #5 OFFICE H.C.ACCESSIBLE UNIT ___ 1 ,052 SF f fir[ 1-BRM �� , CM 774 SF FIXED "=� r WINDOW w UNIT #4 `VEST. COPYRIGHT KDI©2015 v - THESE DRAWINGS ARE NOW AND DO 3 r REMAIN THE SOLE PROPERTY OF KHALSA rn 2-BRM DESIGN INC. USE OF THESE PLANS OR ANY 1 ,114 S F 25'-1" " 5'-8" 33'-0" FORM OF REPRODUCTION OF THIS DESIGN i IN WHOLE OR IN PART WITHOUT EXPRESS m 40'-10" WRITTEN CONSENT IS PROHIBITED AND m 3 ,�� SHALL RESULT IN THE FULLEST EXTENT OF A-300 2 ELEV. PROSECUTION UNDER LAW UNIT #227' - -- 2 Z , 2-BRM A-3o1 WALKWAY REGISTRATION 0 11146 SF CANOPYDAR� -1^ ESIDEN E ABOVE �� ENTRY 00 1 c0� A-303 o MAOGE aw tTy 1A A-301 SURFACE PARKING 7'8 F ,i o 0 Project number 15081 0 j Date 05/13/2016 0, Drawn by TMC 3 Checked by JSK o Scale 3/32" = 1'-0" Cn Mn REVISIONS CL n No. Description Date N d� 1 DRB REVISION 1 06-10-2016 MYor 3 Planning Board Resub. 08-25-2016= 1'-0" co O LO LO 0 z Y i I 1 s Schematic t Floor Plan o_ N M co M m r O r f' O l 01 N RIVER ROCK RESIDENCESco N �_ - - -- - - PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. � 149'-0" —"j IOle 32'-4" 25'-2" 25'-6" 37'-6" 27'-3" i� 28 a�< 4 u I r. gs k f Qa 99 •1 o° UNIT #21 UNIT #23 UNIT #25 UNIT #27 UNIT #28 KHALSA 3a - ELEV. ELEV. 1-BRM 1-BRM 1-BRM 2-BRM 2-BRM LOBBY 17 IVALOO STREET SUITE 400 ELEV. 797 SF 801 SF 801 SF 1 ,115 SF 11050 SF M SOMERVILLE, MA 02143 UNIT #19 TELEPHONE:617-591-8682 FAX:617-591-2086 32.6° 1-BRM CONSULTANTS: 755 SF Lr- CORRIDORLr UNIT #17 2-BRM �— STA 1 V022 SF MECH. UP S STAI (UNIT #15 UNIT #22 UNIT #24 UNIT #26ADB UNIT #29 2-BRM UP 3-BRM 1-BRM 1-BRM+ 2-BRM o �� 1 , 113 SF UNIT #20 11598 SF 801 SF 962 SF 11051 SF co w� 1-BRM H.C.ACCESSIBLEILE 959 SF s C o, o UNIT #18tm „r U S 2-BRM N X Lu 11111 S F COPYRIGHT KDI©2015 51'-7" 25'-6" 36'-11" 33'-0" THESE DRAWINGS ARE NOW AND DO 3 6112„ REMAIN THE SOLE PROPERTY OF KHALSA 2a .0 14T-8" FORM OF REPRODUCTION OF THIS DESIGN a co UNIT #16 1WRITTEN CONSENT IS ROHI IT D ANDOLE OR IN PART WITHOUT m 2-BRM CANOPY PROSECUTION UNDER LAWSHALL RESULT IN THE EXTENT OF 1 ,145 SF BELow z ww 3a' •1" REGISTRATION m DAR v 51j2a \ C' 0 ea • V3/32" nd Floor= V-0" tvo. E00 3. CA G LO 3 MA r/1 OF uk i U Q Project number 15081 00l Date 05/13/2016 Drawn by Author 3 Checked by Checker 0 Scale 3/32" = V-0" "o REVISIONS c 'a No. Description Date y d) 1 DRB REVISION 1 k06-10-20163 Planning Board Resub. 5-2016 0 0 C71 co 0 m co O a=i Z m U Y Schematic 2nd Floor Plan o_ ch 0 6i N /Aml - `. 2 r CO O N RIVER ROCK RESIDENCES N L - ----- - --- --- s_J1 PROJECT NAME RIVER R ROC K RESIDENCES PROJECT ADDRESS I 70-92 1/2 BOSTON ST, f SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT rin BALCONY BALCONY BALCONY BALCONY x ; I LO OF ,BEW 3PA ,eY'Y o+ ELEV. UNIT #36 UNIT #38 UNIT #40 UNIT #42 UNIT #43 KHALSA 1-BRM 1-BRM 1-BRM 2-BRM 2-BRM ELEV. 900 SF 778 SF 778 SF 11104 SF 11007 SF ELEV. UNIT #34 LOBBY ELEV. 17 IVALOO STREET SUITE 400 1-BRM ELE MACH SOMERVILLE, MA 02143 785 SF MACH. ROOM TELEPHONE:617-591-8682 FAX:617-591-2086 UNIT #32 OOM CORRIDOR 2—BRM CONSTANTS: 1 011 SF L STAT MECH. DN STAIR UNIT #30 UNIT #37 UNIT #39 UNIT #41 UNIT #44 2-BRM DN UNIT 2-BRM 2-BRM 2-BRM 1 11070 SF `� UNIT #35 1314 SF 11166 SF 11013 SF 11040 SF 1-BRM f ROOF 959 SF HATCH H.C.ACCESSIBLE UNIT ABOVE UNIT #33 °°''`' � YL` 2-BRM CD 1 , 127 SF 147 -8., U X W COPYRIGHT KDI©2015 THESE DWINGS ARE NOWAND DO 3: UNIT #31 REMAIN HE SOLE PROPERTY OF KHALSA DESIGN INC. USE OF THESE PLANS OR ANY 2—BRM FORM OF REPRODUCTION OF THIS DESIGN a OLE OR IN PART WITHOUT 11141 S F INa. CONSENT IS PROHIBITED ANDS m 3rd FIOOf SHALL RESULT IN THE FULLEST EXTENT OF PROSECUTION UNDER LAW � 0 REGISTRATION co tit DAR/, F' �I co r 0 AGE LO O 1 MA �lty QF 1RA�g U Q Project number 15081 of Date 05/13/2016 0, Drawn by TMC Checked by JSK p Scale 3/32" = 1'-0" "o Mn REVISIONS N No. Description Date 1 DRB REVISION 1 06-10-2016 0 3 Planning Board Resub. 08-25-2016 0 �I w O LO LO m Z m Y H Schematic 3rd Floor Plan 0 N A=103 r O O N RIVER ROCK RESIDENCES N co i PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT <' 4� r KHALSA r O rn 17 IVALOO STREET SUITE 400 I 1-11,04 + SOMERVILLE, MA 02143 TELEPHONE:617-591-8682 FAX:617-591-2086 ` PRECAST CONCRETE COPING ON END WALLS CONSULTANTS: ELEVATOR PENTHOUSE p TAPERED INSULATION, SLOPE 1/4" TOWARDS ROOF DRAINS ' CONDENSORS TO BE LOCATED ON ROOF, EXACT LOCATION TBD " ROOF HATCH _ 0 - X LL �i COPYRIGHT KDI C 2015 r PRECAST CONCRETE THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA � COPING ON END WALLS DESIGN INC. USE OF THESE PLANS OR ANY FORM OF REPRODUCTION OF THIS DESIGN a IN WHOLE OR IN PART WITHOUT EXPRESS VNRITTEN CONSENT IS PROHIBITED AND m SiHALL RESULT IN THE FULLEST EXTENT OF PROSECUTION UNDER LAW 3 a� z RL'EGISTRATION DAR 0 9 I No. 0 CA GE Roof MA o �`' !� /32" = 1'—On °CTk OF MA�� 01 I U QI Project number 15081 0 Date 05/13/2016 ' g Drawn by Author (Checked by Checker 0 Scale 3/32" = 1'-0" o REVISIONS •Q No. Description Date y M 1 DRB REVISION 1 06-10-2016 31 Planning Board Resub. 08-25-2016 0 co 0 LO LO m is Z m C7 Y Schematic Roof Plan AM M O aNAlzi 04 — O O N RIVER ROCK RESIDENCES N PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, BALCONY BALCONY BALCONY . BALCONY 7 BALCONY BALCONY� 11 1 Coll ICLLC ARCHITECT 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" " L _ _ J L _ _ J „ L _ _ J _ KHALSA DESIGN INC. 16,_0" 6,_ 16 -0 1 0 16--0-1 11 -10 L- -A=:l 14'-0" 14'-0 nr oow. _ TH TH TH TH _ TH r . TH - TH UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT # i — TH TH TH TH TH N UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6 � f:Y ROOF ROOF I KHALSABELOW � L 171VALOOSTREET SUITE 400 SOMERVILLE, MA 02143 TELEPHONE:617-591-8682 FAX:617-591-2086 --- -- *BE R of o b CONSULTANTS: BE OW r r ROOF BELOW i14 O TH 2nd Floor TH 3rd Floor �LAIV i I " A-302 100'-5 3/4" coi. r DRIVE 16'- 11" 16'-•8" 16'-8" 16'-8" 16'-8" 16'-11 CpF a U NT' S- MA 100'-5 3/4" ' COPYRIGHT KDI©2015 r SPRINKLER THESE DRAWINGS ARE NOWAND DO 3 o ROOF ROOF - ROOF ROOF ROOM REMAIN THE SOLE PROPERTY OF KHALSA BELOW BELO BELOW BELOW DESIGN INC. USE OF THESE PLANS OR ANY M ih ROOF FORM OF REPRODUCTION OF THIS DESIGN a 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0"' BELOW IN WHOLE OR IN PART WITHOUT EXPRESS (D I I WRITTEN CONSENT IS PROHIBITED AND w SHALL RESULT IN THE FULLEST EXTENT OF `m 1 15'-4" I 115'-8" 1 �5'-8" 1 1 15'-8"1 1 15'-8"1 1 15'-4" 1 PROSECUTION UNDER LAW 3 a� i I I I I I I I I I I I 00 Z ROOF I 1 CAR I I 1 CAR I I 1 CAR I I 1 CAR I I 1 CAR I 1 CAR REGISTRATION BELOW I GARAGE I O I GARAGE I I GARAGE I I GARAGE I GARAGE - - i GARAGE i .y 44 W o AR TH T'H TH TH TH THI ROOF BELOW I I " NI TH I I TH I I TH I " I TH I N " I TH I o 4 � o A-302 4 UNIT #1 UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6 I TH i I I 'UNIT # i UNIT NIT #51 'UNIT # 3-BRM 3-SRM 3-BRM 3-BRM 3-BRM 3-BRM UNIT #11 UNIT #2� I I I I T -6" GE 0' r-'-I r--I I I I I I I IL--- I . N N L— rr t- —J � -, �-- `--- — TTT _J T4s MA T P'° I l 1 1 1 1 1 1 1 IIIIIIII I � IIIIIIII � IIII1111 111111 � MOF1)< � (2027 SF TOTAL (1961 SF TOTAL (2029 SF TOTAL (2029 SF TOTAL (1961 SF TOTAL (2027 SF TOTALL. „ UP CL. UP CL. CL. U CL. U UP CL LEVEL 1 , 2 & 3) LEVEL 1 , 2 & 3) LEVEL 1 , 2 & 3) LEVEL 1 , 2 & 3) LEVEL 1 , 2 & 3) LEVEL 1 „ 2 & 3) 2 A-302 Project number 15081 gl Date 05/13/2016 a, Drawn by TMC 3 N _ N Checked by JSK DN DN STORAGE STORAGE STORAGE STORAGE STORAGE Q STORAGE Scale 1/$ 1 -O o N N REVISIONS 16'-0" 16"-0" 16'-0" 16'-0" 16'-0" 16'-0l" 15'-4" 15'-8" 15'-8" 15'-8" 15'-8" 15'-4" CL Cn oo No. Description Date N 1 DRB REVISION 1 06-10-2016 _ o 0 0 0FF- 0 3 Planning Board Resub. 08-25-2016 M O (h O LA 11 E 1 16'-101/8" 16'-8" 16'-8" 17'-2" 16'-2" 16'- 101/8" % U) m ' m 7r 7r 100'-41/4" t 01 m Z a� 1 c� Y A-302 2 TH �Garage� Townhouses- TH 1st Floor 1 -0 Schematic Floor Plans Lo r N A=1 N r O N RIVER ROCK RESIDENCES v N O I i PROJECT NAME R -. HARDIE SHINGLE SIDING 5' PATINA GREEN STANDING SEAM RIVER ROCK RESIDENCES STRAIGHT EDGE, COLOR: METAL CLADDING TIMBER BARK CERTAINTEED FIBERGLASS ROOF HARDIE TRIM BOARDS, COLOR: METAL DIVERTER5 SHINGLES,CHARCOAL BLACK PROJECT ADDRESS ARTIC WHITE, SMOOTH FINISH, GRAY METAL STANDING SEAMuTY PRECAST CONC.COPING SLOEPD ROOF i _ { 70-92 1/2 BOSTON ST ROOF \ CURVED CANOPY — _ SALE A 61 2 SALEM, MA GLA55 FRENCH DOORS :.-. . .: . . . .. . . - , r , BLACK METAL DECORATIVE _ _ BALCONY RAILING, 3'-G'NIGH : :: . : ;; � •'.S;' :r.,: r �. ... � ` '. .: •`.. >": �; �''�: CLIENT MTL GUTTER DOWNSPOUTS s , f HARDIE TRIM BOARDS, COLOR: - ARTIC WHITE, SMOOTH FINISH, a. LAR PR _ - ' OPERTIES, iu 3rd Floor �«,.__.� --y- -------- - - ' � �_nr0.+_...wru..4.w,w.o,_v—. _,: -w4;: '.r.,'- s_.Yw`_ ��.T L�_� t..'.... '.._:r -- LL 4'EXPOSURE HARDIEPLANK LAP SIDING,SMOOTH FINISH, - COLOR:AUTUMN TAN ARCHITECT GLEN GERM RED COLONIAL KHALSA DESIGN IN SIG C. THIN BRICK,TYP. f 2nd Floor _ _4'i -- �j 38 � j - CE55ED PANEL WITH BLACK , RE ::� METAL BALCONY RAILING DETAIL 4 O I ARRI5CRAFT RENAISSANCE L PRECAST STONE BANDING i 1st Floor „ PMAIL SHOP' 1 ------------------------------ KHALSA , 0 Garage 1I — p • - n _ 17 00 ' 15 0 ,. IVALOO STREET SUITE 4 y _ " VILLE MA 02143 Retail Level � SOMER _ TELEPHONE:617-591-8682 FAX:617-591-2086 lfJ 10' - 9" — — — — — — — I�T1�1L'ER'IR4 . . • • • • • • • MODULAR RETAINING WALL ARCHED 50LIDE'5 3 COARSE HEADER A-303 BLACK METAL GUARDRAIL CONSULTANTS: OPENING WITH IVY COVERED GREENSCREEN � 1 North Elevation A-Goodhue Street New PATINA GREEN STANDING SEAM METAL CLADDING PRECAST CONC- COPING o CC; r c PRECAST CONC. COPING PRECAST CONC. MEDALLION Tr T, HARDIE TRIM BOARDS,COLOR: 4"EXPOSURE HARDIEPLANKK LAP I ' ARTIC WHITE,SMOOTH FINISH, SIDING,SMOOTH FINISH, (COLOR: , I TYP AUTUMN TAN — — i.,,. t Roof M r p : ^ <- THE E DRAWINGS ARE NOW AND DO . i _. . . .. .. _..., r GLASS DOORS _ '-� -- >, REMAIN THE SOLE PROPERTY OF KHALSA �.. .. ,.: ,, _ :_. ,, - DESIGN INC. USE OF THESE PLANS OR ANY � _ c , .. ..:� : .. ..• , i , .-. r BALCONY co � r , , co a.: FORM OF REPRODUCTION OF THIS DESIGN a. IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN CONSENT IS PROHIBITED AND m 1 .,,..,.:.' , ,.: ':rte..-' -' SHALL RESULT IN THE FULLEST EXTENT OF PROSECUTION UNDER LAW 3rd Floor - -- - Z : - -- EGISTRA r R TION i I TERRACED GARDEN _. 4t' i s i 2nd Floor 0 t - — „ CAM .JGE ,n $ 7 I 38 -4 --- _- _ _— EWE - - - _ s TERRACED GARDEN BEYOND 3 I Project number 15081 o :.. N ji _ _., _ : _ 1st Floor Date 05/13/2016 - 27 0 Drawn b TMC Checked b JSK p Scale 1/8„ 1,_0„ co o _ -- ( � N REVISIONS 'n 7I,� No. Descn tion Date '' f is;I IF I I I IIIIII �I , I N _ _ - 11II11I _II_I, 11[III�III [I11I11I1II LIIIDII1f I .1 - _ - r e - - ,. _ ,_ ,.,. _._- , , ,, 1 DRB REVISION 1 06-10-2016 -a — — 15' - 0„ �— 3 Planning Board Resub. 08-25-2016 ° OVERHEAD TRASH OVERHEAD GARAGE 9 ° U ROOM DOOR ENTRY DOOR Retail Level CD CD Lo 0 3 West Elevation z -0 v, North Elevation B- Goodhue St New North & West Elevations a MR m 0 A=300 r 0 N RIVER ROCK RESIDENCES 00 r - I i PROJECT NAME CERTAINTEED FIBERGLASS ROOF RIVER ROCK 5HINGLE5, CHARCOAL BLACK PRECAST CONC. HARDIE TRIM BOARDS, COLOR: PATINA GREEN STANDING SEAM RESIDENCES MTL GUTTER 4 DOWN5POUTS COPING ARTIC WHITE, SMOOTH FINISH,TYP. METAL CLADDING ( „ s i . rh Roof PROJECT AD ES 777 77-71, ., E ; f 4 EXPOSURE HARDIEPLANK LAP ^/ SIDING,SMOOTH FINISH, 7Q^/ 1_ - � i / BOSTON ST, COLOR:AUTUMN TAN L _ _ 7 SALEM, MA GLEN GERY RED COLONIAL } THIN BRICK,TYP. t i 3rd Floor - CLIENT _ 3 - LAR PROPERTIES, BRICK END WALL - RECESSED PANEL WITH BLACK 1 i r i I _ LLC METAL BALCONY RAILING DETAIL I ARCHITECT - I� I 2nd Floor -BOSTOIT 'K , I � 38' -411 _ _. - ARRI5CRAFT RENAISSANCE L PRECAST STONE BANDING -' HARDIE TRIM BOARDS, COLOR: I I SMOOTH FINISH I I I 3e ARTIC WH TE, S I TYP. 1st Floor _ 27' - Owl — — — ROLOK BRICK SILL 7 5/8'BANDING STYLE: FLAT _j BY GLEN GERY,TYP. South Elevation A- Boston St NEW I 1 1/81' = 1'-0" KHALSA Roof I17 IVALOO STREET SUITE 400 E 1 61 -2 _ _- __�_ .w .._ . . _; . �___,.w; ,.. � t .,�•-�""``� .., , :.,. , ; . , ..� - ,. ., � .:..--�"' r . ,. s : -.., �---'"�"�,-.... �. ..,. __., SOMERVILLE MA 02143 _ Y, coTELEPHONE:617-591-8682 FAX:617-591-2086 j - ,. I I i CONSULTANTS: a T , .. w _ .. ;: . . 3rd Floor 49 - it , _ - - 8� 2nd Floor 38' 4' , III p I i � — �_ �� _ 1 st Floor — — 27' - p.. 0 tJ c CO 7U; IiYLtL� ; ,,,t ;T x n South Elevation B- Boston Street NEW 1/8" = 1'-0" (COPYRIGHT KDI©2015 r 'THESE DRAWINGS ARE NOW AND DO 3 IREMAIN THE SOLE PROPERTY OF KHALSA IDESIGN INC. USE OF THESE PLANS OR ANY IFORM OF REPRODUCTION OF THIS DESIGN M IIN WHOLE OR IN PART WITHOUT EXPRESS a, 'WRITTEN CONSENT IS PROHIBITED AND m SHALL RESULT IN THE FULLEST EXTENT OF cM PROSECUTION UNDER LAW 3 m REGISTRATION Cn co DAR PRECAST CONC. MEDALLION F o Roof 61' -2" - Iv 00 GE CA Ty OF MA4 U t Qt o �.� Project number 15081 0 3rd Floor Date 05/13/2016 49' - 8" �' Drawn by TMC 3 Checked b JSK o ji Scale 1/811 = 1'-0" G IREVISIONS •d No. Description Date 'A 2nd Floor 38' -4° _ — — — 11 DRB REVISION 1 06-10-2016 3 Planning Board Resub. 08-25-2016 'v00 { o 1st Floor 27' - 0" CONC. RETAINING WALL WITH1 - I 3'-G'HIGH BLACK METAL I { GUARDRAIL ABOVE South & East 0- Garage — — — — — _ , + _ _ 1 _ �� 0_IGara e 15'- 0" Elevations Retail Level 10' - 9" M 0 3 East Elevation- NEW A=301 `4 C3 N RIVER ROCK RESIDENCES N Go PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, CERTAINTEED FIBERGLASS ROOF SHINGLES, CHARCOAL LLC BLACK TH Roof TH Roof ARCHITECT 73' - 6" 73' - 6„ - - - HARDIE TRIM BOARDS, COLOR: - ARTIC WHITE, SMOOTH FINISH, ' CERTAINTEED FIBERGLASS o NP. o ROOF SHINGLES, CHARCOAL BLACK ` HARDIE SHINGLE 5"5TAIGHT - EDGE, COLOR: AUTUMN TANJ _ - -- - �� BALCONY BEYOND TH 3rd Floor _ - TH 3rd Floor 601 - 61' 601 - 611 G" EXPOSURE HARDIE PLANK --- --- o N - : HARDIE SHINGLE 5"5TAIGHT EDGE, COLOR: AUTUMN TAN r o _ COLOR: TIMBER BARK LAP SIDING, SMOOTH FINISH, I - M o M , I X 10 CORNER BOARDS, �, i -- - HARDIE TRIM BOARD, COLOR: TYP., COLOR: ARTIC WHITEARTIC WHITE, SMOOTH H TH 2nd Floor - - T2nd Floor _ FINISH. TYP. " - �T 50' -6" 50' - 6 - - -- - -- - KHALSA - I G" EXPOSURE HARDIE PLANK LAP SIDING, SMOOTH FINISH, COLOR:TIMBER BARK I X 10 HARDIE CORNER 17 IVALOO STREET SUITE 400 TH 1 st Floor r^_; ._._...— SOMERVILLE MA 02143 _ TH 1 st Floor BOARDS, TYP. _ 40' - 6" 4 NM INK io14L) 40' - 6" _ TELEPHONE:617-591-8682 FAX: 617-591-2086 r-, - SPRINKLER ROOM We=ch M - -- - RETAINING WALL o - CONSULTANTS: TH Garage - - - - - - - - - - - - - - jk TH Garage r% 14U 31' - 0" Off 31' - - - - Townhouse- South Elevation- Boston St '� ft II 1 1/8 - l'-O" 2 Townhouses- East Elevation I-Re ` N z 0 U a� C Ln X COPYRIGHT KDI©2015 L THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA CERTAINTEED FIBERGLASS DESIGN INC. USE OF THESE PLANS OR ANY ROOF SHINGLES, CHARCOAL FORM OF REPRODUCTION OF THIS DESIGN BLACK IN WHOLE OR IN PART WITHOUT EXPRESS a, WRITTEN CONSENT IS PROHIBITED AND c� SHALL RESULT IN THE FULLEST EXTENT OF TH Roof _ TH Roof PROSECUTION UNDER LAW 73' - 6" - - 731 -6" - - - a — - z HARDIE SHINGLE 5"5TAIGHT - - - — EDGE, COLOR: AUTUMN TAN - - .. REGISTRATION Cn - ` FLED AR a) HARDIE TRIM BOARD, COLOR: ARTIC WHITE, SMOOTH �/ _ - - _ g� FCj, FINISH, TYP. co TH 33rd Floor _ _ TH 60 3rd Floor c �E CD- 6 - - - - _ - - 60' 6" _ __ MA �• p G" EXPOSURE HARDIE PLANK " -- - ��•� c LAP SIDING, SMOOTH FINISH, _ - o f gtTITN OF woI COLOR:TIMBER BARK M I X 10 HARDIE CORNER Project number 15081 0' BOARDS, TYP. TH 2nd Floor - - ,: - - - - -TH 2nd Floor - - - - Date 05/13/2016 a, 50' - 611 50' 6" Drawn by TMC 3 HARDIE TRIM BOARD, COLOR: t F Checked by o ARTIC WHITE, SMOOTH BEYOND Scale BAY PROJECTION co c FINISH, TYP. o Ln COMPOSITE POSTS t RAILINGS - REVISIONS m --- a TH 1st Floor TH 1St Floor _ � No. Description Date 40' - 6" 401 -611 SPRINKLER - — t - ,--, - - - - - --- fi 1 DRB REVISION 1 06-10 2016 ROOM -__ - - 3 Planning Board Resub. 08-25-2016 0 c.7 FINISHED GRADE RETAINING WALL — � 00TH I CD 31 GO rage - - 1 - - TH Garage - - „ - - 31' - 0" - - - - o c� F— Townhouses- West Elevation CTownhouse- North Elevation 4 1/8" - 1'-0" 1/8" = 1'-0" Townhouse Exterior Elevations A=302N M O �FRIVER ROCK RESIDENCES00 N i PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS CERTAINTEED FIBERGLASS ROOF : 70-92 1 /2 BOSTON ST, \� Roof SHINGLES, CHARCOAL BLACK SALEM, MA ---_ CLIENT HARDIE TRIM BOARDS, COLOR: ARTIC WHITE LAR PROPERTIES, LLC i - ------.--- .------ ARCHITECT ! KHALSA DESIGN INC. �— MTL GUTTER 4 DOWNSPOUTS .3rd Floor ' �J ` os ✓ 4" EXPOSURE HARDIE PLANK METAL DRIP EDGE — _ - - _ -_-- __— -----_—._—._-- ' LAP SIDING, SMOOTH FINISH, --------_ _ COLOR AUTUMN TAN PATINA GREEN STANDING SEAM METAL CLADDING BLACK METAL BALCONY — RAILING Roof KHALSA tJ 61, 21' ---- — -- - - 2nd Floor_ � -_--- - � ' 3g1 - 4—' EET SUITE CERTA(NTEED FIBERGLASS ROOF ._____ 17 SOMOERVILLE MA 02143 00 b° BOSTON- STREET SHINGLES, CHARCOAL BLACK x %s t t ti y ;{ TELEPHONE 617-591-8682 FAX 617-591-2086 ARR15CRAFT RENAISSANCE r PRECAST STONE BANDING PRECAST CONC. COPING 7 5/5" BANDING STYLE: FLAT BY CONSULTANTS: -�__ GLEN GERY, TYP. HARDIE SHINGLE 5"STAIGHT —� R GLEN GERY RED COLONIAL EDGE, COLOR:TIMBER BARK ' THIN BRICK, TYP. ROLOK BRICK SILL 3rd Floor hl 49' - 8" _ 1st Floor 27' - o" S� . HARDIE TRIM BOARDS, COLOR,: ARTIC ARTIC WHITE — - - I- a 4"EXPOSURE HARDIE PLANK LAP SIDING, SMOOTH FINISH, Enlarged I Elevation @Boston St Entry 6 COLOR: AUTUMN TAN i- i 1/41' = 1'-40" - . o U GLEN GERY RED COLONIAL ' THIN BRICK, TYP. + x COPYRIGHT KDI©2015 =_ LU 2nd Floor - - - - - - -- THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA 38' 4" ' - DESIGN INC. USE OF THESE PLANS OR ANY METAL DIVERTER - y , i ODUCTION OF THIS DESIGN a FORM OF REPR IN WHOLE OR IN PART WITHOUT EXPRESS a, WRITTEN CONSENT IS PROHIBITED AND co SHALL RESULT IN THE FULLEST EXTENT OF CD PROSECUTION UNDER LAW INSET WINDOWS z GRAY METAL STANDING SEAM REGISTRATION o SLOPED ROOF i l U) -- _ BRED AR ARRISCRAFT RENAISSANCE S �` PRECAST STONE BANDING IF j � � , til - -------------------- GE g CACD 1 st Floor i JI r ; I 1st Floor ♦ MA ��, o , f - - _j—__. tJ 27' _ 0il 51GNAGE TBD BY FUTURE TENANT — =I CURVED ALUM. COVERED r---- — — F---- Project number 15081 Cl CANOPY HARDIE TRIM BOARDS, COLOR: •, Date - 05/13/2016 a, ALUM. STOREFRONT ARTIC WHITE, SMOOTH FINISH, -- - Drawn by Author 3 T1'P. i F-- 1- Checked b Checker BLACK METAL GUARDRAIL ___ .—! o n — n x - - Scale - 1/4 - 1 -0 o MODULAR RETAINING WALL _~ \ I REVISIONS - No. Description Date N I \ 1 f I 1 DRB REVISION 1 06-10-2016 a _ - - - A_UM. STOREFRONT ___ _ 3 Planning Board Resub. 08-25-2016 0 0- Garage --�- --- — - - 0- Garage �I 15' - Olt �� - f C Retail Level - Retail Level 10' - 9" 10' - 9" U) `L Enlarged Elevation at Retail 2 Enlarged Elevation @ Goodhue St Entry 1/4" = 1'-0" Enlarged Exte ri o r 1/411 = 1'-0" Elevations 2 A=303N O N M O O RIVER ROCK RESIDENCES PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. i F. "d TH Roof 73' 6" KHALSA ®® ' ® 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 ROOF TELEPHONE: 617-591-8682 FAX: 617-591-2086 TH 3rd Floor — WJ - 60' - 6" ® ® ® ' LIVING MECH. UNIT ELEV. LOBB r' TH 2nd Floor _ _ 50' - 6" _ err -� — - — — — 3rd Floor , - 491 - 8 11 LLL GRADE N LIVINGMECH. ELEV. LOBBY l BEYOND UNIT �lT� •� , TH1st Floor" - t40� _ 6 _ - T.O. RETAINING WALL BEYOND AT 3G2nd Floor ' — BOSTON I METAL FENCE/GUARDRAIL _ RETAINING WALL BEYOND — T.0. RETAINING'J✓ALL= 32' -5 STREET GRADE BEYOND AT TOWNdC1USE -SIDEWALK �� SURFACE PARVESTIBULE LOBBY KING ELEV. LOBBY � �-TH Garage— _ _ — _ DRIVE BEYOND. KETAINI qG RETAINING WALL BEYOND — WALL 0 ENTRY CIRCLE BEY° ° 1st Floor C DRIVE -- ` - - -- 27' - O" Z A l�l x J II I T I I I ELEV. I ;: COPYRIGHT KDI ©2015 r C' LOBBY ' ' RAISED LLJ THESE DRAWINGS ARE NOW AND DO 3 WALKWAY O o REMAIN THE SOLE PROPERTY OF KHALSA F— DESIGN INC. USE OF THESE PLANS OR ANY QL �/ FORM OF REPRODUCTION OF THIS DESIGN a_ lLJ I { STEPS 4 WALKWAY IN WHOLE OR IN PART WITHOUT EXPRESS a, (L L BEYOND WRITTEN CONSENT IS PROHIBITED AND ca : r - G5ra O ST EXTENT OF � r 0 SHALL RESULT IN THE FULLEST � --- -- - - -- --- — ----- -- — r -1 - — — I - G00 D H U E PROSECUTION UNDER LAW 1 �1 - Z - - - — _ -- ----- —RetailLevel_,,, - REGISTRATION STREET ARS r M SITE SECTION 1 1/8" = 1'-0" _ c No. " o CR GE w MA 0 �L�H D F M p�`4 0 I I Q Project number 15081 0 0 Date 05/13/2016 a Drawn by Author Checked by Checker p Scale - 1/8" = 1'-0" o REVISIONS ;z No. Description Date a� 1 DRB REVISION 1 06-10-2016 Lo 0 3 Planning Board Resub. 08-25-2016 0 I 00 0 1 0 C� c.� - Y H �I Site Section 0 A=400N N 0 N RIVER ROCK RESIDENCES 6 Ie— PROJECT NAME RIVER ROCK RESIDENCES PROJECT ADDRESS 70-92 1 /2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, I1 LLC _ _ Ir. ARCHITECT 1--- ' %{ KHALSA DESIGN INC. +k r - >R � J, "lam , <; 1r 11 11 .SII _ 1111111�iillil ti 111111 QUI .�. - • .w.5 „ rel at�� If�llllil�l�llsillll�l�� m . . ..... .. .. ...... KHALSA - ` Y. :.i 35:1. . 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 Y TELEPHONE: 617-591-8682 FAX: 617-591-2086 I; CONSULTANTS: C)A�Fir VIEW FRO-M BOSTON STREET LOOKING SOUTH PL4 I 1v U a� c N X W COPYRIGHT KDI(D 2015 s THESE DRAWINGS ARE NOW AND DO 3 REMAIN THE SOLE PROPERTY OF KHALSA " DESIGN INC. USE OF THESE PLANS OR ANY Y FORM OF REPRODUCTION OF THIS DESIGN d IN WHOLE OR IN PART WITHOUT EXPRESS m WRITTEN CONSENT IS PROHIBITED AND T SHALL RESULT IN THE FULLEST EXTENT OF m PROSECUTION UNDER LAW 3 Q) z 0 REGISTRATION Cn _ co DAR o i C7 dd- — GE o 1 3 MA Irk, T u _ �._ � {.•, � ..,, i. -ae l S r owl a 177 4- a r I a e_ - ,,. :•,..r,erg.* ,. u .. - Q k. `: r E g .. 5 Project number 15081 0l r � ,� t o i Drawn by c f 05/13/2016 is x TMC JSK _ . �4. co - Checked _.Iron REVISIONS �_71 'h L ' r ' , -- - D to _� - k �• ,: � �- t � � _ �. � �� No. Description a _. • ' . . ... 1 DRB REVISION 1 06-10-2016 0 Planning Board Resub. 08-25-2016 r Ln go co ' VJ Perspective Views N VIEW FROM BOSTON STREET LOOKING NORTH M AV=2 O RIVER ROCK RESIDENCES N 011 11 Ill 1 PROJECT NAME PROJECTRIVER ROCK RESIDENCES ADDRESS 1 • BOSTON MI MA ■■ CLISIM loop ENT Ila I►, ►,ail T LAR PROPERTIES,LLC INN OEM. �. OnoKHALSA■ ■ A , son k 01A6113.4.&- Is; •%.t . - 1�`��i11►�ii11Ri1 *7 65 1► 1 1Nii u R � s - �►�� ►� i" � y • I�i►�Il�i►�Ii�i�ry Ifi+�l ��Il�..�) ;�� 4. - — — -- s - '• s • K r • r lii rrr _ t • , r _ VIA 4W Aidbut- quo•t r A 01116M A00111111 I - KHALSA 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 AW !►_ '� i r , t. fir. TELEPHONE:617-591-8682 FAX: 617-591-2086 _ CONSULTANTS: • t • Y COPYRIGHT . O 2015 THESE DRAWINGS ARE NOW . .• REMAIN THE SOLE PROPERTY OF DESIGN INC. USE OF OR ANY WHOLEFORM OF REPRODUCTION OF THIS DESIGN IN •• IN PART WITHOUT CONSENTWRITTEN '• SHALLOF PROSECUTION "iiu ilriii 10•: �. r,y+ Itfll � I REGISTRATION r 17 GE MAN 0 of vAt . r � � ' r, I dill; !i ii • � � � , � � � l t - r r rrr t y �Af M r 7�w Project number 1ril 1 . Drawn by TMC M. Checked by JSK Scale REVISIONS AIM No. Description Date r y •C:a,_; J - n y� y. a - �• - = s + d1 DRB REVISION 1 06-10-2016 • 3 Planning Board Resub. 08-25-2016 , r , F } r , .,..a a... ..,.. �.�:. .:., ... n. . :. • • • , Ole _0 =3 A • • • • ROCK i 'fE PROJECT NAME RIVER ROCK RESIDENCES yr - PROJECT ADDRESS 70-92 1/2 BOSTON ST, i SALEM, MA s. CLIENT LAR PROPERTIES, LLC ARCHITECT y; le% ' Q , $ r _� KHALSA ,a 17 IVALOO STREET SUITE 400 SOMERVILLE, MA 02143 f ' . TELEPHONE: 617-591-8682 FAX: 617-591-2086' �'' •' ' y �. CONSULTANTS: I . i QA Sot i 5 f Y I i 1 M1�x 7 .'�I j> R; ,.a ++fes .far- - t_ `♦. .• f S M�' _ •I - tin COPYRIGHT KDI©2015 w o — ` s, A•f - DESIGN INC. OF THESE PLANS OR ANY 3 DESG C. USE THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA FORM OF REPR OF THIS Y N WHOLE OR NOPART WITHOUT XPRE SN a_ WRITTEN CONSENT IS PROHIBITED AND r SHALL RESULT IN THE FULLEST EXTENT OF T PROSECUTION UNDER LA • ,.:. :,,. _ ,._ _, •:zti U W REGISTRATION R ON .7I s. .,.:- .. , a s nii!J -`_, ,. .a 7 :i , •.7t .�'IFr' �:;i • ��` � ' I •- " �® , .,,�.,. i., iii �'. s ' t - - �� o ,r . •y D AR 77- �`' GE , 10#1 of 11a4g� �I , TI s _--� - -'• - _ Project number 15081 tI Date 05/13/2016 s Drawn by TMC 0' Checked by JSK Scale - I; Cl) REVISIONS k r c No. Description Data ` "` ?-" 1 DRB REVISION 1 06-10-2016 Y� \ 3 Planning Board Resub. 08-25-2016 0 r 00 , Perspective View 2i PERSPECTIVE VIEW OF BOSTON STREET ENT CEAV 0 N CD F O IVER ROCK RESIDENCES 1 N PROPOSED PLANT LIST KEY QTY LATIN NAME COMMON NAME SIZE NOTES TREES BN 5 Betula nigra'Heritage' Heritage River Birch 3-3.5" cal. B&B/single stem CC 3 Cercis canadensis Redbud 2.5-3" cal. B&B CJ I Cercidiphyllum japonicum'Red Fox' Red Fox Katsuratree 2.5-3" cal. single/B&B GT 16 Gleditsia triacanthos var. inermis Common Thornless Honeylocust 2.5"-3" cal. B&B MD 6 Malus'Golden Raindrops' Golden Raindrops Crabapple 2.5-3" cal. B&B MB 5 Magnolia 'Butterflies' Butterfly Magnolia 2.5-3" cal. B&B/single stem LT 2 Liriodendron tulipifera Tuliptree 3-3.5" cal. B&B QC 5 Quercus coccinea Scarlet Oak 3-3.5" cal. B&B PS 8 Pinus strobus White Pine 8-10' ht. B&B TT 4 Tilia tomentosa American Linden 3-3.5" cal. B&B TP 7 Thuja plicata'Green Giant' Green Giant Arborvitae 7-8' ht. B&B SHRUBS CA 27 Clethra alnifolia Summersweet #5 Pot CS 18 Cornus stolonifera'Red Dawn' Red Dawn Dogwood #5 Pot HA 50 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea #5 Pot HP 14 Hydrangea anomala petiolaris Climbing Hydrangea #5 Pot IG 40 Ilex glabra Inkberry #5 Pot/18" ht. IM 14 Ilex meservaea'Blue Princess' Meserve Holly 48" ht. 2 shall be male IV 25 Ilex verticillata'Sparkleberry' SparkleberryWinterberry 24" ht. 2 shall be male KL 3 Kalmia latifolia Mountain Laurel 30" ht./B&B MP 13 Myrica pen sylvan ica'Bobzam' Bobzam Bayberry 30" ht. RA 32 Rhus aromatica'Lo Gro' Lo Gro Sumac #3 Pot RC 19 Rhododendron catawbiense Catawba Rhodo 36" ht. RO 18 Rhododendron chinoides White Rhodo 30" ht. f SB 23 Spiraea bumalda'Anthony Waterer' Anthony Waterer Spirea #5 Pot SI 19 Stephanandra incisa'Crispii' Cutleaf Stephanandra #5 Pot SJ 21 Spiraea japonica'Little Princess' Little Princess Spirea #5 Pot MB-2 SV 15 Syringa vulgaris Common Lilac 36" ht. _i TB 23 Taxus x media'Densiform is' Yew 24" ht./Pot 3' o.c. spacing retaining GRASSES/VINES/PERENNIALS curb AM 57 Achillea m illifolium 'Desert Eve' Yellow Yarrow #2 Pot special paving at entrance stepped seatwall AK 6 Aktinidia kolomikta Hardy Kiwi #5 Pot (one shall be male) ' CF 49 Calamagrostis X acutiflora'Karl Foerster' Feather Reed Grass #2 Pot CV 8 Clematis virginiana Virgin Bower's Vine #3 Pot � ! HB 8 Hedera helix'Baltica' Baltic Ivy #I Pot' City Parking Lot MP-3, IG-5 MM 8 Miscanthus sinensis'Morn ing Light' Morning Light Miscanthus #3 Pot S NW 7 Nepeta faassenii'Walker's Low' Catmint #2 Pot MP-3, NW-7 / Cj PQ 24 Parthenocissus quinquefolia Virginia Creeper #3 Pot 0 PS-5 -- - s T GT-5 trellises at garage with PQ- 12, " -Icy CV-8, HI13-8 CA-27, IG-35, IV-25 BN-3 , BN-2 i LT-2 unit paving at entry Proposed Residlences at sidewalks �, � _ -- ' -- --L 70-92 Boston Street .. - - QC-2 -- �. r- - shrubs on top of walls: - I- ' y SI- 19 RC- 19 HA-27 SV 15, IM- 14 CS- 18, RA-32 SB- 18,TB-20, MM-8,AM- 16 = ; PQ- 12 GT-3 I + Dog Park t 6' ht. wood fence along ' J unit paving around central court property line with raised and front entries II -+ lo crossing - _ + - - - - �' `'�i - � MD-3 _ _ _ - � -__ _ 6' ht. wood fence with vines special along property line paving � / >_. I TP-? � QC- I s , Greehscreen rs wth vines j f , _ � _ �\\r -- -- - — � ----- MIP-7 � t CF-49 AM 57,AK-6 --�– PS-3 _ i; TB-3, SB-5 ! Proposed – -T- �. GT5CJ- I • RO-3, KL-3 QC- Ispecial paving at entrance CC-3 M Townhomes � - , � D_3 foundation plantings: + RO- 15, SJ-21 Y i r �. .. i -.I.. - `— -� ,.�.�`' .... .l.- 1 site identity sign _.._ QC- i -t-- --�--- + - .�. � - 42" ht. metal picket fence at top MB-3 GT 4 of wall where wall exceeds 2' ht. B 0 S T 0 N S T R E E T 36" ht. white picket wood fence and HP- 14 gates at entries to townhomes Blair Hines Design Associates ro lose , Residences at 70m92 BostonStreet MA 0 5' 10' 20' 50 LANDSCAPE ARCHITECTS Illustrative Landscape PlanMay 10, 2016 PROJECT NAME BOSTON ST RESIDENCES A PROJECT ADDRESS GOODHUE ST & 70-92 1 /2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. '�. �►. \'� Y `'y 17 IVALOO STREET SUITE 400 At, SOMERVILLE, MA 02143 I� ' TELEPHONE: 617-591-8682 FAX: 617-591-2086 ,, , �' • CONSULTANTS: x i i S x a F i w '71 - h a t •s ' THESE DRAWINGS ARE NOW AND DO DESIGN INC. USE OF THESE PLANS OR ANY REMAIN THE SOLE PROPERTY OF KHALSA 70 FORM OF REPRODUCTION OF THIS DESIGN a) ` , IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN CONSENT IS PROHIBITED AND Of > . . SHALL RESULT IN THE FULLEST EXTENT OF PROSECUTION UNDER LAW fLO a ► ':` r y REGISTRATION o ; . Y x kms: . .�q, ,r..;►;. `t-.. V, GE o Ar— . . MA `' y q�Tk OF rpt$ DI < mco _ y Vim Project number 15081 of cD Date 05-10-2016 a, Drawn by � e:. TMC Checked by JSK o ScaleLn M o \ REVISIONSCL No. Description Date T :x Perspective View PERSPECTIVE VIEW OF BOSTON STREET ENT CE AVAN Ln N I � O 0 N BOSTON ST RESIDENCES \ PROPOSED PLANT LIST KEY QTY LATIN NAME COMMON NAME SIZE NOTES TREES BN 5 Betula nigra'Heritage' Heritage River Birch 3-3.5" cal. B&B/single stem CC 3 Cercis canadensis Redbud 2.5-3" cal. B&B CJ I Cercidiphyllum japonicum `Red Fox' Red Fox Katsuratree 2.5-3" cal. single/B&B GT 16 Gleditsia triacanthos var.inermis Common Thornless Honeylocust 2.5"-3" cal. B&B MD 6 Malus 'Golden Raindrops' Golden Raindrops Crabapple 2.5-3" cal. B&B MB 5 Magnolia`Butterflies' Butterfly Magnolia 2.5-3" cal. B&B/single stem LT 2 Liriodendron tulipifera Tuliptree 3-3.5" cal. B&B QC 5 Quercus coccinea Scarlet Oak 3-3.5" cal. B&B PS 8 Pinus strobes White Pine 8-10' ht. B&B TT 4 Tilia tomentosa American Linden 3-3.5" cal. B&B TP 7 Thuja plicata'Green Giant' Green Giant Arborvitae 7-8' ht. B&B SHRUBS CA 27 Clethra alnifolia Summersweet #5 Pot CS 18 Cornus stolonifera'Red Dawn' Red Dawn Dogwood #5 Pot HA 50 Hydrangea arborescens`Annabelle' Annabelle Hydrangea #5 Pot HP 14 Hydrangea anomala petiolaris Climbing Hydrangea #5 Pot IG 40 Ilex glabra Inkberry #5 Pot/18" ht. IM 14 Ilex meservaea'Blue Princess' Meserve Holly 48" ht. 2 shall be male IV 25 Ilex verticillata'Sparkleberry' SparkleberryWinterberry 24" ht. 2 shall be male KL 3 Kalmia latifolia Mountain Laurel 30" ht./B&B MP 13 Myrica pen sylvan ica'Bobzam' Bobzam Bayberry 30" ht. RA 32 Rhus aromatica'Lo Gro' Lo Gro Sumac #3 Pot RC 19 Rhododendron catawbiense Catawba Rhodo 36" ht. RO 18 Rhododendron chinoides White Rhodo 30" ht. SB 23 Spiraea bumalda'Anthony Waterer' Anthony Waterer Spirea #5 Pot SI 19 Stephanandr-a incisa'Crispii' Cutleaf Stephanandra #5 Pot SJ 21 Spiraea japonica'Little Princess' Little Princess Spirea #5 Pot MB-2 SV 15 Syringa vulgaris Common Lilac 36" ht. TB 23 Taxus x media'Densiformis' Yew 24" ht./Pot 3' o.c.spacing GRASSES/VINES/PERENNIALS retaining curb AM 57 Achillea mill ifolium `Desert Eve' Yellow Yarrow #2 Pot special paving at entrance stepped seatwall AK 6 Aktinidia kolomikta Hardy Kiwi #5 Pot (one shall be male) " CF 49 Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass #2 Pot CV 8 Clematis virginiana Virgin Bower's Vine #3 Pot City Parking Lot HB 8 Hedera helix`Baltica' Baltic Ivy #1 Pot MP-3 , IG-5 MM 8 Miscanthus sinensis`Morning Light' Morning Light Miscanthus #3 Pot S NW 7 Nepeta faassenii'Walker's Low' Catmint #2 Pot MP-3, NW-7 Cj O PQ 24 Parthenocissus quinquefolia Virginia Creeper #3 Pot PS-5 O r S GT5 _ �•.; C �C trellises at garage with PQ- 12, CA-27, IG-35, IV-25 BN-3BN-2 LT-2 unit paving at entry Proposed Residences at -' r sidewalks QC-2 70-92 Boston Street ,� shrubs on top of walls: b ` VA SI- 19 RC- 19 A-27 - CS- 18, RA-32 SV 15, IM- 14 SB 18,T13-20, MM-8,AM- 16 TP-5 PQ- 12 GT 3 � Dog Park t' E - 6' ht. wood fen along unit paving around central court property line i l raised Li and front entries —� t crossing -f-- 6 ht. wood fence with vines MD 3 with _� '......°. along property line 1 special - r TT 4pavi nig - QC- ~ = `� Gree sc' reen'-pi I tars with vines i # _ �-- CF-49 -57,AK-6 "' _ - -- _ -- MP-7 PS-3Pro osed - GT-5 CJ- I TB-3, SB-5 , p ?,,� {, QC- I RO-3, KL-3 �_ _ I special paving at entrance Townhomes cc-3 MD-3 foundation plantings. RO- 15, SJ-21 + _= site identity sign 1 t. f -------' -- f -�- `— 42" ht. metal picket fence at top Q C- I M13-3 a I - - GT-4 of wall where wall exceeds 2' ht. B O S T O N S T R E E T 36" ht. white picket wood fence and HP- 14 gates at entries to townhomes SCALE: 1" = 20'-0" Blair Hines Desig %7�� :-In, n Associates at70m92Street Salem , MA 0 5' 10' 20' Pro osed LANDSCAPE ARCM rECTS Illustrative Landscape PlanMay10, 2016 PROJECT NAME BOSTON ST RESIDENCES - :' PROJECT ADDRESS GOODHUE ST & 70-92 1/2 BOSTON ST, SALEM, MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. I 17 IVALOO STREET SUITE 400 r'40 SOMERVILLE, MA 02143 ^! TELEPHONE: 617-591-8682 FAX: 617-591-2086 y CONSULTANTS: , 4 ` `9 c x r .� r , i - . tiY a R v. t Ir lei o ' '' 7�► ? w •�. : I _ ,_ t- `� - ie� c Vii`* '' .;Xd4r - _ .�.: - P D Win , COPYRIGHT KDI ©2015 m THESE DRAWINGS ARE NOW AND DO REMAIN THE SOLE PROPERTY OF KHALSA ' DESIGN INC. USE OF THESE PLANS OR ANY U) A , ' � �� *� ,- '` � FORM OF REPRODUCTION OF THIS DESIGN � NIEL IN WHOLE OR IN PART WITHOUT EXPRESS > WRITTEN CONSENT IS PROHIBITED AND � t� = SHALL RESULT IN THE EST EXTENT OF ' a PROSECUTION UNDER LAW � REGISTRATION yL w , DAR E ; + > 0Is. ,. G o � . E,v. i ' , 6 G , MA r Projectnumber 15081 C) 0 M _ ,. Date a, C Drawn by ,^ 05 10 2016 k f . TMC Checked by JSK o Scale o ¢ REVISIONS R . No. Description Date 00 CD "4 \ \ a � � ,` ''� � � `�.� •"�, coo Perspective View PERSPECTIVE VIEW OF BOSTON STREET ENT CE AV4N V 0 N BOSTON ST RESIDENCES \