Loading...
70-92 BOSTON STREET & 11 GOODHUE STREET - APPROVED PLANS Approved Plans ' - P LAN INDEX ES Q . ENGINEER: WILLIAMS & SPARAG ASSESSORS INFORMATION: ASSESSORS PARCEL MAP . , ' • . . . . . - . _ . ' SHEET DESIGNATION . . DRAWING , - . . , . 189 NORTH MAIN ST . . - . . . 2I. w ' 1 . . - MIDDLETON, MA 01949 . . . ' . . • . u . . LOCATION PLAN C---.1 • . . . '• MAP '15 PARCEL 299 I ' . . • . ... . : • . !1_ 'ARCHITECT:'-- KHALSA DESIGN, INC 70 921/2 BOSTON STREET I : • U O EXISTING CONDITION PLAN C-2 . . - . . . . , . . - ; . 17 IVALOO STREET . . - MAP 15 PARCEL 298 . . .. . . . . W Z " . . GRADING & DRAINAGE PLAN - C 3 . - . SUITE 400 - . . ' .' LAYOUT PLAN 1 , C--4 SOMERVILLE, MA' 02143 • . 1 1 GOODHUE STREET . . . . , . " , �. � .:. Q W . LAYOUT PLAN 2 (5 SCALE) .. c 4A .. OWNER: - `• 139 GROVE STREET REALTY TRUST 'L..'.. - . . ......*I..1..,......................I..... ..-.:I. .I......�..............'I.....1 I I...... ...I .1 ....... . .VZu zLc/-u.e.)i UTILITY PLAN - c-5 - . 1 - . .282 BENNINGTON STREET : ' PLAN REFERENCES: PLAN NUMBER 448 OF 48 .. • .-=1-.1.0 I._"Iru.3 1 - ..�.,I....I.1.­..­.�­...�...�-�:..I.�-'..,..,-.1­.1:­.�.-..,'�..-�.,..I...1-:............�..�...�.I - �...... .I ..........:-- .-.....1...-1.1.....-...­�1 :.1.,..,..I..._, �...1.-.:....-. ...."..­.........r..'......I.......... ... ..-I....I. ,.�-.-,.I I. ....�..1.... ......... .1.... _I.I... 1......- ...1..._ .�­. ..-. I. 1:. ...._ ... 1. ....., �.� � ... .. .... .�I.I.I 1-... .�­�. �... . .'.. .�. .I I.' '.-�.. ... .I .I- .... ... . . ... ..R . -. IVER. R.O. '. .C....K. I ..I. I R. .I I.. . E.. � S.I.I :,... I DII . .�.. ': ..... ... ......I.......I..'....I..... ...­...I ....... '�.... ......'.I...1...... ... :I.....II ..,....11.�.....:......I. ...'....I.. ..'.....' . z5. . "b00I 9 I .ruri_1.. ..I - • . PLAN NUMBER 108 OF 1978 • • . . . ' • - h .. .1 , - : ' EAST BOSTON, MA 02182 - , . . t • . LLJ •....�I ,. ' PHOTOMETRIC .PLAN . . C-6 . . .. . . . . . . . 1 GA STRE -REALTY TRUST LOCUS DEED REFERENCES: BOOK 34139 PAGE 369 . . • W �C I. DETAILS PLAN _ C-7 , . - - 910 SARATO ET , . � o • 282 BENNINGTON STREET BOOK 9282 PAGE 199 . ' `� .... . . _ DETAILS PLAN . . ' C--8 . EAST BOSTON, MA 02128 '. - . . S. . - - •. W . ' . ( (n o_ • DETAILS PLAN C-9 - _ . : • .. . . . . - . • `�✓ oo - 0 .I . E.. LANDSCAPE PLAN L1 BY VERDANT . . . . . . . , . . . : . . ' . - .�.. E. . N. . .. ., . . . . z II w . . ZONING .TABLE . . . . . . . . , • , . . V- . . . - . .' . . . . . - . . . . . . . • . • ap a - R ' ZONE:' NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) • � O g . . - . .. REQUIRED/ALLOWED = PROVIDED . MINIMUM LOT SIZE •15,000 f? 76,817 ft ` • . _ . ' , o . . . MINIMUM- LOT AREA / DU .. 3,500 S.f. 1,397 s.f./ DU • . , I - 2 BOTONTET m - - o07HE � Q a Q MINIMUM LOT WIDTH 60'ft. 476'f , . . . F ' N N N N N A 01 d Q Q . - - . :MINIMUM 'STREET FRONTAGE .. 100 ft. • 477.78 ft. . ' ' . • < e'o is o n is ' . .I . . .. .. �.� :... I I... .. ..I...�.. .... ' 0 _O DH E TREET ALEM MA .. . . . [ ) W MINIMUM FRONT SETBACK' • - 0.6 ft. (GOODHUE ST) . _ -- . • . - ' _ . • . �./ � W . - MINIMUM SIDE SETBACK - 3.3 ft. 0 Q. MINIMUM REAR SETBACK - . \ _ W to . .. . . . MINIMUM OPEN SPACE - • . 47 % - , . _ . , . . ' . : . . . . . • . �\ 7 . > z MAXIMUM BUILDING HEIGHT MULTIFAMILY 50 ft. 46.5 ft. . • I z . 1 . _ _ oc 0 MAXIMUM STORIES MULTIFAMILY . ' . 4 4 . - . . - . . . . . . . - m . MAXIMUM BUILDING HEIGHT 40 ft. 30 ft. .. _ \ • . • . A . . . . . • - "' . . .. BOSTON STREET TOWNHOUSES .' .. . ' ._ . . . . ' ' • . . 2 " � W MAXIMUM BUILDING HEIGHT 3 3 ae! 0 0 BOSTON STREET TOWNHOUSES . _ . . pO .1 m d o o . m 0 g 0 u ' MAXIMUM BUILDING HEIGHT G - . . . I � 0 u o 50 ft. 29.9 ft. N m o GOODHUE STREET TOWNHOUSES _ .. I � �.\ . . . . ' - � 2 � . MAXIMUM BUILDING HEIGHT r- ce . : .. - : , : GOODHUE STREET TOWNHOUSES ' •4 3 . . ' ' , . . , . �!;% �'\ - . : .. . . ' MAXIMUM. BUILDING GROUND COVERAGE 50% 30% . ' • ' . N . •\ j '` - ., FLOOR AREA RATIO 2 to 1 1.12/1 (71,840 GSF) . . .. ` . . . I .. (139,592 GSF) -- - (SEE ARCHITECTURALS) . ' . - . . ' • : - . . ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) 8.2 ' ' : . - ` . , l . - � . . • . - , C' .. . . PURPOSE. THE PURPOSE OF THE ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) -IS TO . . . . • . -- ' . \ N '1 � ! Q - • ' _ ~ ' -. AUGMENT UNDERLYING ZONING REGULATIONS IN DESIGNATED AREAS T0: . - . . ' \ (I) Q . • - 1. PROTECT -AND ENHANCE THE MAJOR ENTRANCE WAYS INTO THE CITY; AND . . . � \ \ f••I,J j ,.•. - • ' " . . " v+ -r M N 0 . • 2. ENSURE THAT SUCH AREAS ARE IMPROVED IN A MANNER WHICH IS IN THE BEST INTEREST . . - • . . . . " \ \"'o LOCUS\ % ' •� . . . ' OF THE CITY. ..• _ . . : \ 11 GOODHUE STREET % ' r �• _ . . . . . . . ' . , • BUSINESS HIGHWAY 32 '. ' l ,1 *}t ap 15 Parcel 298 RESIDENTIAL TWO FAMILY R2} � ,� , ►!+ {1 i 1; PRO,lECT NOTES: Bti-•' ' Ill ` !++ tk`�;' .,�li�' + {1+�14+'t�'+ti{,+,+ , �\ •• psi {{l, t !t ,!}s++ 1{1i{�� , It 3;:, tl,, '\ ,_' ++ I ,� 1}', �!" i 1 t 4t ��'!`1! { !i't;t i3ll�+! �. } t 1 }+ 1r 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY' t t 14�� :1 i v I !;19 t i 1 '{ ;t+ `s;I j+i a`(l{t+ 1 i I i i , \ I- E $ !1 !I++ t ' 1 WILLWMS & SPARAGES LLC THROUGH MARCH 2O16. SOME TOPOGRAPHIC INFORMATION SHOWN ON ++ + '{i t+t'; i!; ! I"') i' \ �' I - • . ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. - � i4', >a, +4 t!'; + i { wI10I i'd I +�jb-� . . !'{{. :„l+., ,+!! t Ili+Il !itl+;,� i� ' D _ . • . . LL--Z.l «UU jN !1 {tl� � jl ''64 � 1 �I W'9+GI:I'I �� , S 1' .� y�J ++ a•+ 00 CC N t�1 2. .ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD8$), _ - • : .. . . (n I, +1, ;;,{t;I, s ii+,+i j�!+ I! '' {;,, :; i tlr+�t!l S, `1;; `! / ' ' .• • . . . . ci a) I d ,.- . " . . }; }I li!!'Ill��i T�'i1 � ,Qt f.1 ,� 1 ,t ;; ,� <{lift+.ii, . . °' , 3. - THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & ;+Q]: . s+i +!+ + t+ + + 3' '+ !:. + , �, ��+{tti • I H, !{,t�= il,ij !Ei ;} � ::: +{+ !f N SPARAGES LC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. . • ' ' - t (� !tj t!� I t !t+i j{ 1 ' + �'1!: 1,I, i,I +t { {{ 1+y (} ' t eG �`• , . !f fl i{i+i?�� �i i ; ,ilk{ ;! Ii,q �� i i i �+ + - - - V - NO REPRESENTATION OR WARRANTEE 15 MADE AS TO THE ACCURACY OF THE LOCATION OF THE i{ ,;: !? +! ;,1{ ! • :}� i`t t ; !, I `1 ,i+ ` ;; ! + {! 51 _ 2 0 m 0 , SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. . . +; + `! + !i s +� i + +• • . N o .. It {litl� +l1! '�0` Q j p1 p1 4. ALL'UT1LtfIES SHALL BE VERIFIED IN ThiE FIELD BY THE CONTRACTOR PRIOR TO THE START OF . . .. N I BO STD N ST I! { �' 0s ¢ w c O O .- . . CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM . • . �,r r'f"'L' - - - - - ^- - - -� _._ 1ZONE . 0 y L c N " THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS .. ..INTENDED. _• _ r f ZONE R - �R2 C ,. • • a7 'U m m N m m M . • .. zONE '- _ ch N N O C4 N . 5. ' .IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND THE PROPOSED • ' I - . - " ' _ •' . M 00 4A *- CO 9 •• , . ,'WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF. FOR RESOLUTION • • _ _ � N uJ 01 tV OF THE CONFLICT. .. . 6. -' CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION'.811. ..• : . ' - - .. , 3 • ' ' . ' - . . . " -. _.-._. -. O C -, 7. , THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE WITH - . .. ....-•-• -• _ _._ - .-. . . ' . : - . • o . ,R ' -248 CMR 10.00: UNIFORM STATE PLUMBING CODE AND APPROVED BY THE CITY OF SALEM DEPARTMENT . ' . . • . , . _ , _•-- . m OF PUBLIC WORKS. . • ., ... --- O . . . _ ^ O 3 +-+ . " . .O 8. ''THE CONTRACTOR SHALL''VERIFY AIL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR - .- • _ I . . 7 0 O w .4) y 0 ' to TO THE START OF CONSTRUCTION. ' . .. '. . . - ' �} . . . -' '. " A o ,� oc u • obi 9. THE APPLICANT SHALL COORDINATE WITH THE SALEM WATER DEPARTMENT TO INSURE PROPER'DOMESTIC JCJ1 j . • . . II lam- 4_ AND FIRE FLOWS PRIOR TO BUILDING PERMIT. . Z " �' YA • . . au-RI�.....--.1.1*.�..I--_.-.....,-�I-�-...�\......:....."....I..�.........N I.1.-I.....1-II..1 I...-.-.�.I_�,I I..�-....-..-...I...-..-1.I N a ,q 10. PROPOSED RETAINING WALLS TO BE DESIGNED AND CERTIFIED BY'A MASSACHUSETTS PROFESSIgNAh ENGINEER. (n " . N U p In vs v► .2I PLAN IS MUST BE SUBMITTED FOR APPROVAL BY THE CITY OF SAL£M BUILDING AND ENGINEERING ' - -' O M li . ' -�.....1.-00Im...Y..I�.I..-N.�I.....II. -�-1-.�+.0II-..._,I:..�I.A....;��I.A-..-- 0 DEPARTMENT PRIOR TO CONSTRUCTION. . . . " . • . . � _ m 7 m r E 2 E _ _ Z 3 3 3 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN . . . ' 1 . ' ' . • - 4) m N p1 ate_ i s- Gi '. r RELATION TO ALL PROPOSED SITE WORK. - . . •• . C 3 v - 3 Q O . (D 12. THIS PROJECT WILL REQUIRE A NPDES PERMIT AS THE AMOUNT OF GROUND DISTURBANCE SHALL BE MORE . ' . . . . w d " '0 L D ® a . .. � THAN 15,000 SQUARE FEET IN AREA. . ' . : . ' 0 ce E -0•� . . Ih . . ' !I 13. SITE WORK TO COMPLY TO ADA STANDARDS. " . ..'. . • . V 1 v J m I • . 14. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE BUSINESS HIGHWAY DISTRICT, RESIDENTIAL - W �t Q op ' . TWO-FAMILY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, FLOOD HAZARD DISTRICT AND THE - _ I L .0 TRANSITIONAL NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT. °O • I- F. - .. In 0 1 in M • " z QMooU 15. ALL PROPOSED CURB TO BE VERTICAL GRANITE CURBING UNLESS OTHERWISE NOTED (SEE ENTRANCE & z 2 to • I64 z ,, INNER CUL-DE-SAC). .. h Z a p . , . 16. PROPOSED SIGN LOCATION.TO 'BE APPROVED PRIOR TO .CONSTRUCTION. . . I�� p Z 4m Z . � _ _ _ _ m 17. 'SEE LANDSCAPE PLAN BY BLAIR HINES DESIGN ASSOC. CONSULT ENGINEER. SHOULD A'CONFLICT ARISE z^ 1_ 0 p w - 0 TH W . - r^ z� r � . BETWEEN AN EXISTING UTILfIY AND LANDSCAPING THE CONTRACTOR SHALL N TIFY E 4 NER'S v J W a u. --.=.�w...t�..1 g 9 REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. . . . • ^� . PARKING CALCULATIONS . . SEAL - < `� D►- C/......T 18. PROP. TRANSFORMER PAD IS APPROX ONLY. TO BE DETERMINED BY ELECTRIC COMPANY. _ , '9 . . . - CATEGORY REQUIRED SPACES PROVIDED SPACES . • _ ,,'' wwpp :.: -.La 19. PROPOSED PAVERS TO MEET ADA GUIDELINES. ' . . - . , .. . LAu�N.NG BOA RD OF�$, A • r��� 9 _• - •. " . ` RESIDENTIAL . . �*c, p 8 20•-PROPOSED FENCE SPECIFICATIONS TO BE COORDINATED WITH ARCHITECT AND LANDSCAPE ARCHITECT. .�• 55 UNITS 2 PER UNIT = 110 101 j �y p p® `' . 1 • . - 1 i f- (Z"0.V E 02 RWILt AMS y� . .rn . -5 21.•GOODHUE ST IMPROVEMENT INFORMATION PROVIDED BY STANTEC AND IS DRAFT ONLY. DEVELOPER . - COMMERCIAL 1 SPACE PER _ ° 4 . . . .•--. :s ITE PL.AW '. • Na 0190 0 736 S.F. 150 GSF - 5 m . • ,. . . .. • .. - 9 .9 -22. DEVELOPER SHALL COORDINATE WITH CITY OF 'SALEM AND STANTEC TO INCORPORATE GOODHUE STREET -. -. . - • �� E��Q ��@ • d IMPROVEMENT PLANS AND 11 GOODHUE ST SITE DESIGN. . _TOTAL- 115 101 •• .. FFS L �� . C - I .. _ . . N 49 EXTERIOR, 41 PARKING GARAGE & 11 TOWNHOUSE. GARAGES = 101 Q 23, NOTES LABELED WITH BSI INDICATES WORK ASSOCIATED WITH FUTURE BRIDGE STREET IMPROVEMENTS' BSI . - -' to . . . % I . ' �o .� PROJECT NOTES: . • -- -• = LEGEND GF . • '` ` . - . - 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT • Q N <D • - . . , . • 1 • ; \�w • . . . . • I SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC THROUGH MARCH 2016. SOME . `SYMBOLS I r- . _ TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM 3 4 - �,� :, : • ��pQ _ VARIOUS SOURCES. EXISTING CONTOUR 10 . , 0 �I...�._.�..�.,.I.I..I�,....�......,I..............._�...,.,....-........:.--...1...:.....I....:..I....­�..I:...,.;.,:..'-.I...�..�..I..�"......I.�.._...........:......-...-............I:-......,I.......I.,..-.LI,..-........�-..1....I*...�.:...I.�.I......1 1�..I...I-...I.�1-....:.�.,.I--.II.....,'-I....I..-......',.�..-.-1I�%�:........-.:...�:I....I.�.......I.'....I..11................-.....�......-,,".�,...I.*-...:.�...1...1.-.....�.I.­......,..............I 1I" ......�..'.%:.:I.I.....,I,�,....1....�......1...'�......:.....V..........-.I,.....I.I....�IA0�:Q.,..nI I..s6t*...9..-I.aicm.�..r.I�2 Ic0:.."�W...1�.-.:V .......I.1.I..._.�-.I I.0.....-..,...­./-.-..._.."..(..M...)..."..:�....I......=,-1.�.-.-.......-I...'�...9,..�...".......-..I..5I....,z V 8-I..r..,.1...I.0. ...�.-..a.-.-I:IN.-.I.,.Y..-\..-_\---'....�I...,..._...,I.. .-I'_:...r.,-..I....*�.*;..>,I.8..'­.�.I.....,._..I.II...,�...I..I..-I�..�.I)--.....,,,.\I.........-.. 1��.._I�I....._-.-....�,_.I.4.�I.- .,-...�...-I_..�_,._.....I::..I I-,..i-......--.....,..--I-..*\.'... .-._.__--. -\C.,-._-\O_.%-_\-.c-�z,-z�--..-� .-� .I._;.�_l_/.�I *,.* _..1.:..,.!.,1�:4..!.!.....I,.:I I:._-:.:- _..�...,....� ...-I -tw.LuxUP1AZ�z:I1.% n=.D t.0vo. ..-(.1LI.I I.7IaA0>I�wI I-._A..e5...)).>0 0Cc)0L .,"2 I.ITII I., ).)8I�7 I F �_ �'j II 0 ro "� 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF . EXISTING DRAIN D G V N .. - . . ., SIGN TOP 1988 (NAVD88). W z : .. . ' . . . : . UP #553 ' . -EXISTING CATCH BASIN x�t.-.I.'. .0.- II 3, THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED .j . = , . ' : •• • -\ , ' - SIGN "DO NOT 46 - BY WILLIAMS & SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM - , \ • . \ „ EXISTING DRAIN < � LLI . I. • _ \ c,� ENTER" & ONE �' AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS MAQE AS TO OD ° Gyp WAY" O� THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE MANHOLE �} : EX. SMH ' EX. SMH . SIGN DO NOT 'S' CONSIDERED APPROXIMATE. .. . . . . . �' ENTER" .& "RIGHT (LABELED DMH) RIM=10.42 s9 - EXISTING SEWER 0 • • . . �- ' ; • ' �. TURN ONLY" WV=3.2a(18") S S �~ 66'! 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE � W ; - - �j START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATNE IF EXISTING EXISTING SEWER . . . : . ; . ' - '� �. inv=1.87(18") SIG SIGN "ONE WAY" CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE MANHOLE S W w� - C . \ 1 ���STi �' \ "STOP" & "NO LEFT PROPOSED WORK FROM BEING COMPLETED AS INTENDED. d EXISTING WATER W Ln - ' ' \ I . . \ �� \ _ c ciQ ��o v S -, RN ' S. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION. '• OS ���� Q . cD \ \ :' ��• - S �' �� SIGN "STOP" & EXISTING WATER GATE �`� W �} c . . "NO 6. SEE COVER SH FOR ZONING. . . L RN EET TU : . 0 . 0 W _ \. �q<,Y EFT c��t . . •. , II w - - ' . ' \ ` \\�� s�% . - . . 7. SMALL PORTIONS OF THE PROPERTY LIE WITHIN A FLOOD HAZARD AREA • • EXISTING HYDRANT • . M �� „ � (ZONE A) AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 25009C0418G, :' z N w _ . \ �� - EFFECTIVE DATE JULY 16, 2014. . EXISTING UTILITY POLE ..i . V .\ \IA - ' EHH 0 WA �`•N,TREE 2" • . C V ' / " Sp TREE 1 ` DO EN R S..`\ 8. PORTIONS OF THE EXISTING BUILDING LOCATED AT 11 GOODHUE STREET HAVE BEEN EXISTING OVERHEAD OHW 00 ,- +n `_ � o \ ,<\'o ^ �G11� P�- DEMOLISHED. WIRES . DETECTION .. <oo \" ., o c - - - c c \ U . . ..� _ #552 W/UG STRIP (TYP) .. . O pvG -EP we N ,SIGN " SIGN "DO NOT EXISTING CURB .,.,.� O EX. SMH •�2• sus r. 2� I o .. G ! "' I CITY PARKING LOT ■ool* F-t'jS SIGN "N q^ aNE WAY ENTER" - • . - . / , . . (LABELED D1�AH EX•. 6 F, �, EXISTING 6 SPACES I - -- ------- a W V (LABELED \ c, r CO,yo . 3 �. KING" �'o�. � .% .. EXISTING EDGE OF -- Q, . PAVEMENT �` :' D S 7 RAF <OC Z ,I•� 00 00 m �e >I-- �_ o Q Q ?2\ G\ 1 \ TREE 1" /p q SF Fk/ T \� SIGN ONE - o 0 0 o a : . �o �� Eo _ \ • ( \� 4k F boo s s s` �� „ " EXIST. UNDEREPHONEE T - = " - . . . 6 : O N ETE \S�'. O`I - \ 7 O WAY U ao w 00 ►. • . 4 M R GUY POLE \ ' \ \ 6 _ EX. SMH _ o/ .► " I N WALL W� \p 0E, ---'-- I #557-84 EXIST. VGC y SIGN R/Ok ` ti RIM=9.18 r N t/. CHAIN �, f- "ONE WAY" S � INV=4.60 . ' . . • EXIST. UNDERGROUND E ��.+„'� HANflICAP w•34 E--' S42'2�5�5,2 �-- - gZ �,, .. LINK •22 , •� •t FiyF ELECTRIC L1 v PARKIN FENCE 4 R S % (PLUGGED) SIGN "BIKE LANE" 64 r 1 � t k/ • � I SIDE`�P K 1' l \ �„� & "NO PARKING" EXIST. LIGHT POLE � Ld,,,I . : . " ,/�' CO �'. ____ - �/ \ %I / l / S2 54'r74 2 \ w I� s z �X' -\�- --- -- -- r o a, �O'O . � 1 6 15,40E 5.5p I . 0 UP #55t '. GAS SHUTOFF - . . 'U& ""'� 26 _ - c�Q- \ \ S BIKE LANE 0 E T 50 BUFFERMN'E . . z� t I - _ \ .\ SIGN - (_,� W S �tSz3.i> >0'E Sr4z6. F-1'is �' \ cc 1 � i ?� 1 30ryC, g T LC'C �`� -- `•� WELL (M.w.) ' . . - .. GAS GATE o . GRANIT \ \ (\ / O0 1 \ ` . I . WALL .> . _ gvILp1NG - j "�. ' --� O�� ��� EX. DMH SIGN � � 2 l \ \ \ �� "`- -� `Y /\' `� �hW C EHH u, o�c �•' EXIS�IR'�E S1R"5 28 �/� iv \ /. S�0 V _ i4 - - _ W y ��\ ��\ ON�R EX. CB ELECTRIC HANDHOLE O („L„J O .73 G - \- 12 �- C \ ( \ET RIM 7.95 c� �_ 0 LL, u g \ \ \ ig- `-'�_ '-._ ;v k ,��0 ��� ��� 0 /p INV=3.92 m o O 16 -- F T �.` QCk ,`v> a 0 O u . r , 0 ..W ' '.I \ \ \ , • • ,. ---- 20 „`-- �' _ -�`"\ Bu/ST/NO �p \ �� s - , . • . • 0 m u V w o .. .. .. r ___ 40' 0 16 \,2 �E� _�___ - - \ CQ/NG, �9 �` \\ �v UP 550 oc � 5 u' Fvs _ \\ \ fk IS w W/UG V I � �.� 26 "- \ "�-- _--- ~` w EXISTING Cy 4S� \ N- _ :.' <j � �-=' '+ l , -.- ` 24 •� \\ .\ w GATE �/N ( 05'E� _ \ M�qC �N� . . . N W (D N G` �- --- 28 _ L� `� BL3iLD1NG `L '~ ~� ~' \ z w k M.W. CO s �` EX. DMH . EXISTING. STREET 32r� N51.13'7 . _ . . o � \� �FR �� �� D {LABELED SMH) V_ . #7 5 GROVE 0 :�-- . . �`" �` \ \�Q . �' �� �� RIM=8.82 (� z 16 1\ \� `�� EX`S\ ��` \\ INV=5.17 1 . • o ` . - . 30 \ t 1 ' \, `` w �` RIM=8.0 6 S � ` °yW I EXISTING c�. `�� `, \ • �­ `�- ` INV=1. 18") �� ` �. ' py UP Q I •.. STRUCTURE z . • ' . . \ ti ; \ �` \� F . . \ w ��`1 S ' ' 1 #550-1 i t aD �r32-- 1 -\ , 1 /i �` Fk/ \ ��` '�.D 0 W/UG tl N O : - I ' EG �! I fr '` ��� ! } \ \ `, ` 12 r� ✓ Sr/N0 R � \ O yW . : . . . . . : CHAIN UNK I � i � \,` { , % X. C FENCE 6'N u. . \ . ~_ { 1 '^�� IN/i�G cj �..�- \ \ ( \ 12 "_ -" f ` !q'q< \\ �� ` �i11' .84 (S EN) i J EXISTI C ;0 S r7. YQ �eAlRED OCATED - . ` . _.• ZONE,R2 S - ' \ ! \ 1 NG RET °�- _" ¢ a 9' 0' 9 `vJJ N . r -- ZONE 8 - 1 .. -1 \ j AIIV/N . • TE 7H o�N 30�ft �'N�ni \��`1` ! f C / `� \ I I G wA� ,- `cvo s�•G3 S E GO E'��•�` ROy`M`EN +j • • CLF & GA .f r, 6 / 'J6 2.70'v', p•Z . \ � 4,9�c` PNCR e p4D / ; ` \ tD \ I" 1 ` +-. i Z � f � \F�. / � ` L '� �f S35'51.3 .,E mj m \ ? \ � L 53 4b 51 :�. :. ' , . r f x / �`$ l ` \ �,' GROG e `363 r3\\ !✓ �1 `�` ��` q�'i oNo c N ' �`3 32\ `__ ca NCRETE --_ w�t� o4t SrR C 8'�1�.1. PIP��� c vn o 0) n 0 . . . as c c (n .I . ' / �\ \�: z �` �" \ \ / cv sir` \ \ h city ° bod {s cE uI �N)` " w 0 v' o "� '� \ \ . ti �� / ti� EY/S`T i 0 y . . t .- .. EXISTING , Q z w d Z 50-ft BUF R ZONE' / --; ) p� _ / i eOiC�/Nc /'` l 4. /es'' I ik' ._s::;.-•., iNING a p 0 0 ____ ___ -;�--� -- -_ -�T �1 .• -� '�-- G` /j� S�Q, S ,�� WALL O a+ a.• C , - W o I. \ /�� / 44 s6° .o``' F _, ' :•. BASE FLO ` o a o rn \ 1 / £ �, -tiS�/ ;='• EVA I a) U m m in m m ' \ �o aQ , w evlt_oING o = 'Vc °'' ►;. rn c� H o N XI$TINs ON STREET . �} I ' . FE� _ /i� R� •y Mao rd oo B ` O /O .9/ '' ►•• O r- N W N tit \ 11 . #94 0 m .. % I . .. . - `� 'c<p'Y�Fh'o,� /� N//I�c�`•'' j' ....r=' Q Q .: •:w 0-f \� � . ' 0 3 EXJSTING B \O�</M f � ` /§ / �o �S 1.Og• �'�C� , ..:' !! . . E . . . . I 3 t FENCE .. . . . O o UICbJN� \ CONCRETE -- �` / / . . . . . ;,�ti 10.99, . . \' . ' . , a . . _ �HAIN L{NK 6 N GATE 7H ` - - LANDING / ,. • p C .. •z . . .. . . c . . - - _ . 4 `j . . ��ti . . N : O . Q . , - . I \ • "� z CON R I . . ,r •. L . . - . . : . '46'27"vV CLF &\ C � . 0 o STEPS M E - - . 31.72 N30•i GATE 6'H CLF\& / - . . . _ .. .. . . . . ~ W a, . , . . - - 2'_5" - ca o O W a. u . ...,�.:..W..-......L\..-.,..I.--�..:.......1-.-...'.(.I'....*..'I..I....I.,,..�.....,�..�I-.-...-..:I.-I..(..-.....9-.�..-I�.....,,.....�... ;.....�...I.. \. _ � Q ` L w 70 care Cr-LAIN r 43 . . . __ : - o 0 ] \ . . . p 0 49 s 6" . . K ! . TREE Lr1V FENCE 6H. ' . 2 Q L 10 ' -o 'C ' T 31' • 2 •45' �--�. - N3$'05'37"W 1\ ,a co 1 m�o A u c.. , = w = I. GRASS G i 20"yy N30.3 'SO,.W 130.47' I . ` . ... . - 1 2 I- a - " vA , vA %n . BASS o X/ ' ,M to Z - . v} V a) o � H �6 GUY POLE f 5. CHAIN t_iNKfiENC H \ . ° EX VGC .J GRASS N32.3 • >, T T T N36'1 S'10"W �_ 4 05 . . . .0 / co j a� >• r V c - . . ' / 6 20 W w e Nvo \\. k m m DPW HH c rDPW HH - .L . . . - I . . 9, EX VGC / ❑ 61. 8 ❑ / \ W/GUY -. N29•10.44„ /""_ --I td,c) -C a-a g Z a _ ' S ,. Z _ E ES ES S S EX VGC S S S EXS V C 1 �- 105.$1' w ' / o c c 3v a a s a s - - z Z S i 15' SEWER EXIST. S�9H �� �I S �� \ ,D� 3 w ii •� .- co 0.0 FIRE PULL o v, 3 RIM=32.39 S E �X L L Q('� (� to . . N N SOX 3 � U V STO I V STR E T 3 N S �G� / c c w a _ o . . - .. .• . . . 'ZONE .r._. 1 -- _ ,.,.,. - eo _ , ^r EX. SMH s�R ` � 3 I. •I 1 pC �• R2 . . • 'RIM=35.47 ( \ J W W ��,,,_'.' = N A4 o - . • ..�- • : - ` . SDYL / W 20" WATER MAIN •W W •w "'..,".'a` --- F 8 SEWfi U C C� U7 ; ...-...,I.....�I I...-,�'.I....I-...,I....,;...'*-..I..I,-.-_..�.I.1...�,.,....--...I....--.�........,I...:...._.............I.-�.....1.%....._-9,,I.\..I.._.."�''I...I....,....I..)......_I.:.�.,\...._..I.........I..I.........-�-I.,.I I..*..I._...I....._......�...\I,I 1-.:-....-.I.I..�...., INV=26.47 ��---`. -- FC Y R w g b 00 • t , ,- _r• V S O W : -_- UP #329E__-� UP �. W _---_._ w . NR(;C ! f= o a�i ^w _ V . � VGC ./ .r 13 _5 � a L� 3 _ . . '-- -''' SEAL �- 1 - _ - . : . .. .. ` . . .. N OF MA - .. . - - -' . . . . , .. . - . . . . c��P�,t SS9cyG " C . I _ . , o RICHARD L. cn . o . . . . . . . . . . . , . . . .' . • : v CIVIL . . . . . . • . WILLIAMS .. . . . . . N .. . . . cp .0 19 p �Q No 40 tom • ' - _• - _ . - . . , 9 Epp ��, . N . . ... .. . _ . . - - - . . F h i E��\ : . . . • . 9N . . • d� .. . . - .. . . ' • . . ' • . PROJECT NOTES: LEGEND OF SYMBOLS . . - . ' - _ - . I . . 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN EXISTING CONTOUR " - 4 - - (Y� ' . . . . . WILLIAMS & SPARAGES LLC THROUGH MARCH 2O16. SOME TOPOGRAPHIC INFORMATION SHOWN ON RELATION TO ALL PROPOSED SITE WORK. `_• ,I D C ' . . '' . . • . I . . ABUTTING LOTS HAS BEEN DIGITIZED FROM VARIOUS SOURCES. �,,./ � .. .. . • . .' : 12 EXISTING DRAIN D • • . . . • ALL A SHOWN ARE REFERENCED TO THE NORTH AM RICAN VERTICAL DATUM OF 1988 ( AVD8 ) 1T AS THE AMOUNT OF GROUND DISTURBANCE SHALL BE • . THIS PROJECT WILL REQUIRE A NPDES PERM URB EX („) � . - . . - 2• L ELEVATIONS S 0 E REFERE CE E 0 E N 8 . MORE THAN 15,000 SQUARE FEET IN AREA. . . .. . . _ . . 3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & - • EXISTING CATCH BASIN ® . 2 V 0 . . . . , . . ' . . .. . . . . SPARAGES LLC, FROM VARIOUS PLANS ON FILE WITH THE CITY OF SALEM AND OTHER PLANS OF RECORD. 13. SITE WORK TO COMPLY TO ADA STANDARDS. � - M ' .. • . ' . - • " • " - • . •' ' • •• . . NO REPRESENTATION OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE EXISTING DRAIN D J Z _ SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. I Q . ; •" . . • • . .• ; • I 14. PORTIONS OF THE SUBJECT PARCEL LIE WITHIN THE BUSINESS HIGHWAY DISTRICT, RESIDENTIAL MANHOLE d . . , . < :. . . . , - . 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF TWO--FAMILY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, FLOOD HAZARD DISTRICT AND THE _ ` � L .. . • . • I . ; . - - _ - CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM TRANSITIONAL NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT. . EXISTING SEWER S ' to < W : THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS �T �- J• r, , . . INTENDED. .L . ' I 15. ALL PROPOSED CURB TO BE VERTICAL GRANITE CURBING UNLESS OTHERWISE NOTED (SEE ENTRANCE & EXISTING SEWER O • Q V'3 . \,� _ 5.. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND THE PROPOSED _ _ INNER CUL DE sA MANHOLE . . ... ; . •• . • TOR SHALL NOTIFY THE OWNERS REPRESENTATIVE IN WRITING OF FOR RESOLUTION I . • . .. 1 _ 6 • �' WORK THE CONTRAC C). �,, 1. OF THE CONFLICT. w • - C7�Oe . .' - �0� T - �r.n • 16. PROPOSED SIGN LOCATION TO BE APPROVED PRIOR TO CONSTRUCTION. , EXISTING WATER W ' Y • . SIGN •" TOP' .. . '. . • . '. yS9 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. G O . . �S 17. SEE LANDSCAPE PLAN BY GLAIR HINEs DESIGN ASSOC. CONSULT ENGINEER. SHOULD A CONFLICT ARISE EXISTING WATER GATE < (n � �t • . \ 7. THE PROPOSED WATER CONNECTION SIZE, TYPE & LOCATION ARE 70 BE DESIGNED 1N ACCORDANCE WITH BETWEEN AN EXISTING UTILITY AND LANDSCAPING THE CONTRACTOR SHALL NOTIFY THE OWNER'S W �� • 248 CMR 10.00: UNIFORM STATE PLUMBING CODE AND APPROVED BY THE CITY OF SALEM DEPARTMENT REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. • ' EXISTING HYDRANT v ` O - . �-�- -� I ' • \ • t = :SIGN DO NOT ' OF PUBLIC WORKS. .' O . .; . \ \ ..- .' . . ' ,.\ _ ENTER" & "ONE ' . EXISTING UTILITY POLE POLE `Z' W `�' N .. • . \ . • Oy[y WAY" E. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR 18. PROP. TRANSFORMER PAD IS APPROX ONLY. TO BE DETERMINED BY ELECTRIC COMPANY. W Z � II . 1. . . • • SIGN "DO NOT -- ' ' TO THE START OF CONSTRUCTION. . . C p- . , " " � 19. PROPOSED PAVERS TO MEET ADA GUIDELINES. EXISTING OVERHEAD OHW u � N Lu m PROPOSED STORMWATER ENTER & "RIGHT . S S �-- -• . . - 9. THE APPLICANT SHALL COORDINATE WITH THE SALEM WATER DEPARTMENT TO INSURE PROPER DOMESTIC WIRES �'"� _j _ MANAGEMENT AREA #3 1 TURN ONLY" S AND FIRE FLOWS PRIOR TO BUILDING PERMIT. u �j 20. PROPOSED FENCE SPECIFICATIONS TO BE COORDINATED WITH ARCHITECT AND LANDSCAPE ARCHITECT. U . " STORMTECH SC-740 CHAMBERS \ _ " . ' ..•, SIGN "O�;F WAY" . EXISTING CURB ' 0 N Q . j�k-rows-of 4 chambers) �� /S;� SIGN & „NO LEA 10. PROPOSED RETAINING WALLS TO BE DESIGNED AND CERTIFIED BY A MASSACHUSETTS PROFESSIONAL z � g . 5. . . . TOP OF STONE=13.5 - /,y . � ` STOP ENGINEER. PLAN IS MUST BE SUBMITTED FOR APPROVAL BY THE CITY OF SALEM BUILDING AND 21. G04RHUE ST IMPROVEMENT INFORMATION PROVIDED BY STANTEC AND IS DRAFT ONLY. „�,t O . TOP OF CHAMB =13.0 G' C' �� $`�� RN ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. ; ' . " EXISTING EDGE OF -- - ------ -- -- uj- " 12" HDPE DRAIN IPI=1 54 IN -) ` r • - �0S ��`V��Q" �� ." „ " ' . : - 22. DEVELOPER SHALL COORDINATE WITH CITY OF SALEM AND STANTEC TO INCORPORATE GOODHUE PAVEMENT < C)e [ O • BOTTOM OF CHAMBERS�.5 . S ��" SIGN STOP & IMPROVEMENT PANS AND 11 GOODHUE ST DESIGN. `✓ : BOTTOM OF STONE=9.5 \ . • . • \ 20.5'x30.92' . •s 9�� ` ���\�1` "NO LEA TURN"" " EXIST. UND TELEPHONE D \� " ( ) \ _ � ". _ S : 23. NOTES LABELED WITH BSI INDICATES WORK ASSOCIATED WITH FUTURE BRIDGE STREET IMPROVEMENTS. T i o . O10 \ . . _ . � -�� H C�N ., WA`�., �`� - EXIST. UNDERGROUND `„� • 0 0 0 0 0 z - a - o Q . r F EHH „ THE ,. . , _ . . ELECTRIC E0 Oo . . . . \ y\; sr DO T EN R ` E 2 o, o r. o er 0' . D \ . . . SIGN opt. - TREE 1 \ _ ` . . �' IMPERVIOUS AREA CALCULATION • EXIST. LIGHT POLE � � W \ G- �. --EP G G G % slcN�% 11 GOODHUE STREET : • . . ' " : S - ��., G ""� CITY PARKING LOT s""* FkiST SIGN "N q A S WAY EXISTING GAS SHUTOFF ° ' , 6 ! EXISTING fi SPACESCOND\ r CpNcR 3 RKiNG" R0k < PROPOSO pS S.F.3,070 GAS GATE ❑ W . .. .. , S �8 , : ' .:. \ " =.1 TREE 1° �IC / eqs an I 2,780 S.F. , . . SIGN y' >_ . : . . . . \ F F� ��/ST s �� SIGN "oNE CONDITIONS NT R ....- --- -fir " BETE �O EL 2 0 .. . - \\ 4 1. �! �000� S�,.e ``� 0 t�,AY„ PROPOSED CO OU -26 Ce � L U.Q � , yyx SIGH 'Qi y a z ---�" r ' C' PROPOSED SPOT ELEV. 0 7 &I „ /r � `g . 13.5 � '�' T_ u - � �.•,� S4� OI F.. WAY" S, *0 \ \ g 0 w SAS FR s`�� SIGN "BIKE LANE" PROP. DRAIN FLOW , ' .-I (f� o D g E •' . . . ' O AA � '-'t18Q�" ,_ M j 0. ��` & "NO PARKING" � . PROPOSED DRAIN Q a $ m . .. " , cp P o S &I �� BIKE LANE m o � � c . • . .• ?S S=57°( X.)TO MEET ADA (SEE ARCH. PLANS EPS s �� SIGN . PROP. '.. - . . PROPOSED CATCH BASIN . O • . N o 2 I o �_ F�'/S SHALLOW CB ST. t o t�11 i i�. . 2�GRANITE ' 1/(� `�� `_� RIM=7.95 PROPOSED YARD DRAIN , . ' L • ; ` { O 1-' o- . :. WALL ` ! 1 r L=i .0 V[c-, On��\ z 1% 12" INV=4.25 EX. -DMH - . . . ,G i / VO oy o . ." ' . PROPOSED ROOF DRAIN RD N � j , 28 � I ! � G.F. , -•.� .� 99.5 Sip `� W, y_ • , w CO EX. CB REPLACE CB _ . PR P05ED / =15.0 14 --.� .�_ ` 1 FITNESS k \� ( �`�` ��� NCRC`jE. RlM=7.95 �Q GRATE WITH PROP. DMH PROPOSED SEWER S TRASH` _`. -` ROOM (1� �� S/ INV=3.92 o SOLID COVER RIM=10.1 / RECYCL ° o 0 0 �- 1 ROOM` `�`- ~--- . I I \ �'` FF__1s•0 ST- R �/`/ V� � ��N yW j'/qC h PROP. RIM=8.0 8" INV-5.63 IN ROOF � , . O _ k PROPOSED PAINTED . ENCLO R \ \ `� LO$gy C?4/C Q' f _ F �\ 12 INV=4.17 IN 12" WV=6.08 IN .. . _- - _ 5•a�\ ----- - _ - SPACES `-� '� 3 SPACES rp8 F �Q �� �\ `� �v • ' " • ' ' • • ' O ea RET WALL '4 26 '-- '_ j c9 --� --� �� 24 _� �\ pROp SPRINKLER _o STING Ek Ch1tlA TFMA /,1E• `�� v, .r rn n, - z B a ROOM / PROPOSED(DEN E/RAIL) . EL=16.3 \ �-- - RIM�T4.70 - - . z P130P� -DIMEN•T`' GARA 1VTT ANCE- ~` �C -• GA c Q RETF S/ o 'yq 1q co `�� �� EX. DMH • . GE-ENT 6 �.t \\ SM ) s C� ._D4NG . 32-- '�•� = 2.25 • • ca L'' do OIL ARAfiOK " -- G.E.`75. � �` \ \ .t&zq4 W 6 �1� �k GRASS M h'q �' ON D (LABELED H LIGHT POLE ,TREET TW=31. \ RIMs=BROUGHT TO F.G. -�` STQ - L r'GpO� p�0 �, R by ` _ EL-15.2 . TOP OF TANK=13.75 �(o a Af �V 7- �B �� �� `c � `� • . IRNV=5.87 . 1O SPACE .. . I PROP. $� �, � 30 f H " 2.19 ,\ SI' - S/- \ �1� S" _ I ALL '-- f o 12 INV OUT= 94 •5 t ' \ ` \ �� � . • PROPOSED STORMWATER +-p = 1, r, BOTTOM OF TAN =7.83 8"INV= ' ' � ' •� ` 4 \ MANAGEMENT AREA #1 T P. RET WALL 1 f S ` �� D o (42) STORMTECH SC-740 CHAMBERS - • EXILS71 ► 32, 8W=21.0 SUMPa21.0 t \ \ \ • � F,y- . " ; . S r ` \ _ s`�1 Spy /Q0p [6 rows of 7 chambers) . . . . ' ` y ! ' 2. 32� �± ' :' .-� - Iq�jlYT f ` YD #2=25 5 \ 12 `- �/ Sp ��X�S77A" D �� `�`� '"� p p ' • TOPOO OCHATMBERS 20.0 a N rd m " . ' . } 00 OC Q� N .. )§C= �. 98, 't `-- F'F�2 \ 8"INV=23.25 CES �1 \,giP�r, z 0 1���� `��l .EX. CB '�4C�. . • " " 12" HDPE DRAIN INV'S-18.54 IN e� Qy ^ : . . .T =31.0 \ SUMP=21.0 12 _ ( `-RROP. ROOF DRAIN` �Y ��� ` S -$•84 (SUNKEN) �ti1p 12" HDPE INV=18.71 OUT 4; W : N �s � N j f g fl l FF= 7 0 I X I T=6.5 \ '�IC f0 �`� S � �-TCL -' EP-AIRED/RELOCA RO�F,1 BOTTOM OF CHAMBERS=17.5 a = O � = O • 1•yy=�3f�•0 f ' r � 1S K��A�N11�r '__ �\ o COOlZ9 'WL N ^7 BOTTOM OF STONE=15.5 u av o g A o g . / c GOODHUCI R QVEMENTS . B 31.o L=31.` I ,- .,, �„�`- Yp= J c�FS PROP. DROP DM& r .►-� l��O ``S �`_ (30.0 x52.28) Q W. _ tm C ' -CLF•& •GATE 7H ✓ \ ?.0� - RIM=14.O±, N �S _ t . . c� Y INV= /• ' „ _. , �„ �� - � Q a) -- p •- p . . 3 . y F �26.96 12 INV=10.00 IN r .0 / r r F ` c` ..` `.` O = o :_ r- o . �° 12 INV=8.00 OUT � (/ - � I- m M ;.. �. \ .\ 9 / F =26.79 G= 6. 1 I 7 � kp T -` ` W (] CO m cn co m . RD J Z _0 J PROP. DROP DMH ` y�2 0 ll�yn, N/1/� �`` �`S 3 rn N O r4 � ' . " . j'~- RD = : TC 0.5 5.5�--� I X j RIM=24.66 ,�y �� ? S Z� �` - " moo •- o0 ---� --�� BC=30.0 2R MAX CRO F.G.=26.8 „ o � �( ` � OA � v ���' AQ I ` ` O .- N Iw O� N I .. \ D�----:`. EL-30.6 - \ TC-28.5 SOP F P R ,� 12 INV IN=18.50 •� •F (7 /�/ ,y � . . . . L E O y� �. Y f ` �`�- RD `32 BC=28.0 �- -� \ �:� 12 INV OUT-16.66 (/N h \ ? EX. 8" �.1, PIP�� .F=31.0 G.F� R ���' R / "� '0 4 TW�2 .8 ` S '4�. ,qR �TO`3 (SOURCE UIRKN•QWN)��� �, o . 31.0 4 / �' ! / ti S" '9 F V* EXISTING. . . a- =36.0 \ \ .5 -i F- N / S�Fp F I O t; .. . •.. •, . ' ' B 31.0 (*b9 .F- p w CB a ���, � TC=2 .3 , , , �4, �'Y,Q�� °.: :.::;•.. . RETAINING` N O = c �( 0 ,� ♦ r / C-�� 8 �z �24 5 0 ( 1NALL O s 4.. a .. ,` .\ �� G.F-=31.0 N� .Rp IM=26.25 s 5 -240 I � .0 �? FLOOD ' '• . m O 5 E ') • ' `� - . .01 INV=22.25 YD #3--25.8 ® rn 1 <v I '_ STfp c � 4a O I •� L_ o 00 11 UNn. '. - 1 pROA. j S� 0 \ 12 j 8"INV=23.55 a / ? 13C=23. 3 / /STj O J o� a u . " . r .. I 6U1L O114G FF=40.5 UNR' z U. . . . �c N1'DRANT DROP. DMH _D " N°pE oRAI SUMP=21.30 /� ! / / 23 Z le4 �/[' :r►r' 'w• pR0 w N d O O N STREET T,� F:F.. 3 U J \_ N z I 4 / 3. �- • A N _j v- � � . . v TO C =39.0 T'F 0.5 F-F'=40. T 4 V I RIItI=26.5 �,1 r / �r / :: iQ,` "'�:.. = 0• Q i.: -a -v F,-31.$ C '39 T.F.x39.0 FF:'40.5 N� s` (�117' 6 8" INV'S=22.48 R r� p C=26.0 ��2 _ / TC'23�4 /�c W �=' ';`C�.:.;. S/p U t� . ,� •F.=31•5 �=31,5 rF•=39.0 TF 3.9.0 .F,=�- ��RI MLER ' 30 12" INV=22.15 RD \ TC=27.0_j R MH 26AT BG�=�.�` DRY ' - BC=22.9 STEP(S) 0 ��( �, :' t , '��.�'' �''�O . . t; � cu 0 v"'i � vv'i r.I . , \ C.F.-31.5 C.F.=39.5 TsR=39.4 j Ro BC=26.5 INV 1.75�2.4� E _` ° g: ; PATiO AS REQ. WORK IN THIS ARE •:-,.-. / U IT M U- .- ... A 1N1C N b, C.F /� R LAND! Hop ` o - % ° \ , -.-I.-:_.?:; ,• ;:.... ,�c�A__ �.v~i E a� = - _ ® TE .p I \ o ♦ E pR ®® / TO BE INSPECTED AY A ,., ice• ."yl' ti •3 •3 3 7 1.5 t t `�` ♦ Al / IMPERMEABLE ENGINEER UPON �: . . M m _ o EXCAVATION TO EV LU _ ' I ! �� N MEMBRANE 1 \ ;�: ..,:..'_.._ �.� g Z i k Ro ♦ CONCRETE = 3 DESIGN CONSIDERATION � m y O '- '- '- .. S ,� 8� _ 0Tv1�32.0 . . r _ ! ' t f I ♦ I .TEPS BC_ 3 o OFF EDGE OF C 3 u c O OI O 6' ,/ ,•✓ LF T I TW-30.�}/ O°I°� C 26.E 1 \ I I I Ro ---- � t' ! I I STONE (80-ft , . .:'`,�`'' £• T 'S � 0; � 3 - A 'H J7 BW= 9:0 . 2• _ ' j \ ! I I' o o I LONG)-DEP . . :+ �4'/S+, -� 5 p - -0 N n ..1. EX. CHAIN T�i f �" , /� i I \! I I ♦ \ I or ° TW=23.0 TO EXTEND z�uj 1y��// O O a`. -p, O - A TW=30.0 1 . I ,� Rp o , f BC=22.5 1-FT BELOW J <TREES 6" LINK F£NC �� TW=29.0 i ♦ ' ) I I a E 6F{ R BCT2fi.5 J o J Z . T Op BC=26.8 1 \ i I ♦ T =26. o o BOTTOM OF p o GRASS ° -, EEC=24.2 '. °0 �� BC=25.5 STONE LAYER 0 2 r� (f�o GRASS T PROP. RET WALL �. ? I'll �-- 3:1f AIN L'NKF1=fVCE 7H / 2�0 �j P4 1 'rw' Oro GRASS � T Y T T \ - �,O m . . . . -r o� rn . \ p 0 EL.=2 v v �! v] o , , . . ,. 5 : .S s S S IS S S S S S r . P. SEDI ENT v EL=22.3 .' . ' . . ' ; . F� z< w E _ QMooO Z '^ n D 1 & 01 L EL- 23.5 _ Z M . . , . . .. . :�I LA ' ' 1 .. �� ` B O STO N STR E so RIMs=BROU HT TO .( . . �.,� - I °�' ^z �r TOP OF TA K 22.45 f ; 1 . \ f 12" INV IN= 0.86 S EL= 2.2� ~"� ^ z^ Fes' a 0 '. W . SDYL ) 1 12 INV OU 20.61 DOUBLE GRA F+�i N . . - " : . . . :. . - . . .J w w w w ' w -- w w w w }� w Lw wBOTTOM OF ANK=16.53 SHALLOW s .. . • . . . .. '. / 20 WATER MAIN "�- w II CB RIM=22.30 ( , -�•-�_ r `b PROOSED STORMWATER " y - 1 ; o. . . . 8 ; NAGEMENT AREA #2 W �, 12 INV=19.50 �N S • _ _ . " . . _ . " - . ' . . . iFOR TOWNHOUSE ROOF RUNOFF dNLY ►✓ ��� W ro .. -."< C�8 .- (z) , PROPO>;ED SEDIMENT -`` 1. ,'�+�aF'�4s °' t S O L!J 1-11 (32roST0oRMTECH SC- 40 CHAMBERS �- & OILSEPARATOR �`~ b __�� ; ; ��``P �yG • • . f- ( 4 chambe�s) � = ROUGHT TO F.G. W o •ro I z (� � TOP OF STONE=23.0 ,, �'- - . . .. .- ______,•_•,. RICHARD L. m TOP 84 _ WILLIAMS -+ : - i f _--- 30 TOP OF CHA_MSER3=22.5 12" INV IN=19.25 CIVIL . Q • • - - _ . . = 21.5 IN .r-- '"'� 12" INV OUT=19 No.40190 . N . . . . . BOTTOME01°CHAMBERS=20.0- 00 . . '° AFG, ��,�� � • " o, . ,_ .. . , BOTTOM OF TANK=14.92 . : . . tib ��, . .;.. • • . • ' • " ' • . - .. I - , . . BOTTOM OF STONE=19.0 (15.75 x38.04) � . • . . . .. ss I G • . . • . . . ' c . . . : ' o . . , . - . . . . .. . . • . . . - . ' � • . • LEGEND OF SYMBOLS PROJECT NOTES 1. . PARKING CALCULATIONS ZONING TABLE eC CATEGORY REQUIRED SPACES PROVIDED SPACES 1. EXISTING TOPOGRAPHIC INFORMATION iS THE JULY 018. T OF SOME TO ACTUAL 'INSTRUMENT SURVEY PERFORMED BY EXISTING HYDRANT Q ABUTTING WILLIAMS &OTSAHAS EBEEN DIGITIZED HFROM VARIOUS SOURCES.GRAPHIC INFORMATION SHOWN ON CC RESIDENTIAL ZONE. NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) EXISTING UTILITY POLE `�, 55 UNITS 2 PER UNIT = 110 101 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE•NORTH AMERICAN VERTICAL DATUM OF 1988 VILL REQUIRED/ALLOWED PROVIDED (NAVD88). :r• •. a COMMERCIAL 1 SPACE PER THE UTILITIES ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS & V EXISTING CURB _ 3 736 S.F. 150 GSF = 5 MINIMUM LOT SIZE 15, EXISTING EDGE OF 000 ft2 76,716 ft2 NO REPRESREPRUTILESENTATION AND WARRANTEE SHOULD CONSIDERED THE ACCURACY SALEM AND OTHER PLANS E RECORD. z ' NO REPRESENTATfON OR WARRANTEE IS MADE AS TO THE ACCURACY OF THE LOCATION OF THE PAVEMENT TOTAL 115 101 MINIMUM LOT AREA / DU 3,500 s.f. 1 ,395 s.f./ DU SUBSURFACE Q W ' MINIMUM LOT WIDTH 60 ft. 476'± 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF , ^ EXIST. 'LIGHT POLE k 49 EXTERIOR, 41 PARKING GARAGE & 11 TOWNHOUSE GARAGES = 101 WILL PREVENT THE PROPOSED WORK FROM BEING COMPLETED AS v I � CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF EXISTING CONDITIONS DIFFER FROM MINIMUM STREET FRONTAGE 100 ft. 477.78 ft. THOSE SHOWN ON THE PLAN THATLL ., Q ' SIGN � � INTENDED. MINIMUM FRONT SETBACK - 0.6 ft. (GOODHUE ST) 5. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTILITY AND THE PROPOSED w PROPOSED PAINTED _ WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF FOR RESOLUTION Lu TRAFFIC ARROW � SIGN "STOP MINIMUM SIDE SETBACK 3.3 ft. of THE CONFLICT. MINIMUM REAR SETBACK - - 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION: 811. L / PROPOSED RET WALLW (FENCE/RAIL) SIGN "DO NOT MINIMUM OPEN SPACE - 47 % 7. THE PROPOSED WATER CONNECTION SIZE. TYPE & LOCATION ARE TO BE DESIGNED IN ACCORDANCE'WITH (n ENTER" & "ONE MAXIMUM BUILDING HEIGHT MULTIFAMILY 50 ft. 46.5 ft. 248 CMR 10.00: UNIFORM STATE PLUMBING CODE ANID APPROVED BY THE CITY OF SALEM DEPARTMENT O. .: " OF PUBLIC WORKS. w cm O . ' . LANDSCAPED AREA . . .. WAY • '' • , • . . SIGN "DO NOT z - ENTER" & "RIGHT MAXIMUM STORIES MULTIFAMILY 4 4 8. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL SPECIFICATIONS PRIOR �■ II PAVERS " TO THE START OF CONSTRUCTION. cn TURN ONLY MAXIMUM BUILDING HEIGHT 40 ft. 30 ft. N w _ BOSTON STREET TOWNHOUSES PAINTED HANDICAP `� ''� �` SIGN SIGN "ONE WAY" \& '16,', MAXIMUM BUILDING HEIGHT 9. THE APPLICANT AND RE FLOWS ALL COORDINATE ATE PERMIT.HE SALEM WATER DEPARTMENT TO INSURE PROPER DOMESTIC ' Z � Q O Q � SYMBOL Q `✓ ` "r/S� & "NO LEFT 3 3Q O N "STOP" BOSTON STREET TOWNHOUSES BOLLARD v \ RN MAXIMUM BUILDING HEIGHT10. PROPOSED RETAINING WALLS TO BE DESIGNED APPD VAL�IBY THE CITY OFACHUSETTS SALEM BUILDING AND NAL.S, rv}c,� P �" " GOODHUE STREET TOWNHOUSES 50 ft. 29.9 ft. ENGINEER. Pi D A MUST BE SU6 O CO FOR Ro .,L.IVSIGN STOP" ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. PROP VERTICAL GRANITE �q�� "NO LEFT TURN" MAXIMUM BUILDING HEIGHT 4 3 CURB (VGC) VGC ` GOODHUE STREET TOWNHOUSES 11.'.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN *� PROP SLOPED GRANITE r--� 30% RELATION TO ALL PROPOSED SITE WORK. ---� HH MAXIMUM BUILDING GROUND COVERAGE 50% � � N N N � N W CURB SGC EyH ONE WAY 2 to 1 1.12/1 (71,840 GSF) 12. THIS PROJECT WILL REQUIRE A NPDES PERMIT"AS THE AMOUNT OF GROUND -DISTURBANCE SHALL BE U ^ •a v a Q DO ENTER" TREE 2" FLOOR AREA RATIO (139,592 GSF) (SEE ARCH ITECTURALS) MORE THAN 15,000 SQUARE FEET IN AREA. ca �_ SIGN p�. TREE 1Is 13. SITE WORK TO COMPLY TO ADA STANDARDS. CLOO ' GOaG• F SIGN WAY" 14. PORTIONS OF THE SUBJECT PARCEL' LIE WITHIN THE BUSINESS HIGHWAY' DISTRICT, RESIDENTIAL cW PROP. CURB `"'� CITY PARKING LOT -I'/S� SIGN "NO TWO-FAMILY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, FLOOD HAZARD DISTRICT AND THE ADA EXISTING 6 SPACES CO ARKING" i+ ' COMPLIANT NCR . TRANSITIONAL NORTH RIVER CANAL CORRIDOR NEIGHBORHOOD MIXED USE DISTRICT. W ��• WCR TREE 1" �F S/ 15. ALL PROPOSED CURB TO BE VERTICAL GRANITE CURBING UNLESS OTHERWISE NOTED (SEE ENTRANCE & i �1 4RB TO BE n'q CURB E SIGN "ONE .' INNER CUL-DE-SAC). v ! z MOVED S•(. JG O�E4 REMOVED WAY„ L �'r ADA E�` E REM ADA EXIST. VGC SIGN 16. PROPOSED SIGN LOCATION TO BE APPROVED PRIOR TO CONSTRUCTION. .� o x I 0 COMPLIAN�� SIGN COMPLIANT �0 - WCR S yC "ONE WAY" CC 'L1 " 17. SEE LANDSCAPE PLAN BY BLAIR HINES DESIGN ASSOC. CONSULT ENGINEER. SHOULD A CONFLICT ARISE W in HANDICAP WCR u ` q-1'R'�M,o PROP. BIKE SIGN E31KE LANE . . . . t1'�� �^ uj v ' PARKING" PROP. RET WALL S BETWEEN AN EXISTING UTILITY AND LANDSCAPING THE CONTRACTOR SHALL NOTIFY THE OWNER'S U W u Op RACK & NO PARKING V) Q � CONC. SIDEwA K �/�v j v < ; PROP 5' WALK F n m o o �+ REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. ,./ V x O SLOPE PRO BIKE LANE a � PRO HC RAMP 5% MAX. TEPS SIGN 18. PROP. TRANSFORMER PAD IS APPROX ONLY. YO BE DETERMINED BY ELECTRIC COMPANY. m 0- BU ?NE p WALK 1 F-HST a W -a ■ P n N o � r P' CUB AMP ACC t7 19. PROPOSED PAVERS TO MEET ADA GUIDELINES. p oO R O� IF 20.- PROPOSED FENCE SPECIFICATIONS TO BE COORDINATED W17H ARCHITECT AND LANDSCAPE ARCHITECT. r a SING B�)Iv q 2 99.5 / C IS TRAG Fk SrCE �oC V CNCR N GROG S iA� \ FITNESS ^� ��Ck FTF 21. GOODHUE ST IMPROVEMENT INFORMATION PROVIDED BY STANTEC AND IS DRAFT ONLY. DEVELOPER ♦r -73 PR POSED TRA H ROOM / RECYCL ACES R M I . 5 SPACES � /SToR � R o A O /� e�'qL!( 22. SHALL COORDINATE WITH CITY OF SALEM AND•STANTEC TO INCORPORATE GOODHUE IMPROVEMENT PANS � - ENCLOS R , foat3 )3�q/C ROP �G 1 AND 11 GOODHUE ST DESIGN. x20'� PROP. L I 1 I FCC 6 Sp C ` --r AREA ZON 2 SPACES 3 SPACES A r- ROp 23. NOTES LABELED WITH BSI INDICATES WORK ASSOCIATED WITH FUTURE BRIDGE STREET IMPROVEMENTS. SPRINKLER N z cpi{i i �.� '' 1 Q 4`� SPRINKLER ROpOSEt) ROOM p'�'Op TEMP S� Z ES 11 PROP. LS 2 SPACES `�' 7Q..,92 736 SF- R �NaSc�pF oA Gas p ° EXISTING BOIL RI�� AREA =$g� -- - floc 7"AlL N Fw 75 GROVE - ---1--- �!V S ARC °DyUF COT t'B qy # PROP, 9 x2g 10 SPACES TR +r '� T M } R WALL (TYP!) P. R o " WALL EXISTING YJOOp G 4T Spq e � S fRUCTURE VARDR4IL a O' 10 DE C4 CD 9'x19' I y MARD (TYP, -�� N N „ � � FiVj• � � t% O iciO g2-L- \S� p PROP. LANDSCAPE AREA 76 Sp T = PROP. ,,� Zy�` u o Q N o Q • '�' CFS O MF TRANS �j >. - TU - 1.�.- ZONE 30--ft N f�6 1 PROP. RET WALL E A PAD CL i j as - O � . • O.O 1 \ (/,�,.c�.8 )PACESNYo Rpp D� pR Q. D/DD :�.. �- p c m \C I yC 0? �� �'„� < j •� +' c 0 ao I \�0 PROP. 5' WALK Mp p RoopgRk OG (I,yn, f C \ v, PROP IMP "+1 �/� p R q0 S k UN? �� �� a l7 m m in m m crvc P, f / 00 NC.R AMP ' o Wi FN4 & R N� ? HU�N ��, �� qo,� 3 M o G �y ""'► - AMP ^ cF <C E 0 .- N w (n cv w ARAGE ENTP ANCES f HC R ?p� c.1j W/ RAILING 3 GATE UN? 75`3'f l PROP. � ) PROP. 5' WALK {TYP.) � t.::`., I CNC can PR i� PRO CUB pR0 4 �..:� o 50 ft BUFF ZONE_ S D 7*0 0 0 p U I. 0 0 MES HYo PROP. Lb 3 SAC N?5 v :;'.,`, : :�: 0 3 �. C BIKE I UNIT to j •U HYDRANT 4 SpAc RACKS D AREA PRO HC. k ` / / '''.'.• �`'` ' p •a � =o i:= a! N BUILDING NIr 2 FOC R4NT FS PROP. 5' WALK RAMP F,I. O EXISTING STREET ` [Wrr 3 m g4 gOSTON .1' I / w < a. U UNR 4 I 16 SPACES . \ CC '•• -,� a J � � � +� 100.4,t UNtT g SPRINKLER I Q L: a •a 0 IN s SP Cc)Uj V '!� -� v+ vi � v I '1C v1 ' V a� m `o = I ""', 1 FS SEE LANDSCAPE -'H '>� �" tm ai rn PROP. HC. PLAN m m E T SEE LANDS ( l- .I / I 19 SPACES I RAMP , UP-LIGHTING z ii. •3 3 3 FOR FENCE 'F r 9 x19' I` AT SIGN PROP.' SNOW L i LAC.' 1•- PROP. SNOW ,. ❑ ❑ STORAGE Z . . of uLLI o j ( YP.) I STORAGE tv ed > p � ns 11r-�If cS7 TREES 5 + J ❑ G1 tx it -, ❑ � ® LJ p !Op PROP. SNOW I Oo _ - RET 1h'Af_L _ - �_ GRASS STORAGE PROP. RET WALL PROP. LS" ,?y�t� g• GRASS e REPLACE PROP. 24 AREA .cl _-z O o ALONG EXlSTlNG SIDEWALK SIGN V�7' k m w a�u CO EX VGC GRASS BOSTON STREET NYo Zn I v�/ ''1 cb �j ='u v °° 0o e FRONTAGE vuvr� V PROP. HC:' cQ F-+J (' a, a EX VGC X VGC EX VGC �yv RAMP d W W CLOSE EXISTING Q Q cl cl 00 V z1 xx CURB CUT & CLOSE EXISTING # O.4 CLOSE EXISTING B 0 STO N STREET CLOSE EXISTING EX. VGC z z r,M w N ry MATCH CURBING TYPE CURB CUT & ; MATCH CURBING TYPE CLOSE EXISTING CURB CUT & O °^.3 0 . • CURB CUT & PROP. HC. I .....�d 1T 1-CUREIII0 .T !MATCH CURBING TYPE ZONE . :.._ _YPE. �. �_:_ .�.. CURB CUT & RAMP 'Qy Z W _1 l ~~� �... MATCH CURBING TYPE ^ Z o O z h-w�i p Lu �I ,� 6, v1Gn. � 3 R2 20" WATER MAIN "� CLOSE EXISTING VGC Zoo � - z %A .. . m CURB CUT & r MATCH CURBING TYPE ' VGC -�.� : ' SEAL - ►-� C/� VGC O �P�ttaoF M�SS�c 9 . . z RICHARD L. yG� WILLIAMS -+ Q VGC :. No.40190 CIVIL v �0 9� STEG��`v�'¢ - a PARKING CALCULATIONS f ZONING TABLE : CATEGORY REQUIRED SPACES PROVIDED SPACES C) : RESIDENTIAL ZONE: NORTH RIVER 'CANAL CORRIDOR NEIGHBORHOOD MIXED USE (NRCC) A 55 UNITS 2 PER UNIT = 110 101 r V . LL REQUIRED/ALLOWED PROVIDED Op = ��/S COMMERCIAL 1 SPACE PER _ G z Q 00S• T/VG% 736 S.F. 150 GSF = 5 MINIMUM LOT SIZE 15,000 ft2 76,716 ft2 W w �" Ln MINIMUM LOT AREA / DU 3,500 s.f. 1,395 s.f./ DU 'J TOTAL 115 101 Vtz `4 MINIMUM f . O� 49 EXTERIOR, 41 PARKING GARAGE & 11 TOWNHOUSE GARAGES = 101 U LOT WIDTH 60 t 476 t W MINIMUM STREET FRONTAGE 100 ft. 477.78 ft. .. MINIMUM FRONT SETBACK - 0.6 ft. (GOODHUE ST) W p�0p MINIMUM SIDE SETBACK 3.3 ft. W 0 EE D ETAI L SHEET C 8 _ _ /� MINIMUM REAR SETBACK � p �D FO D ESTR IAN SIG NAG E `�/ MINIMUM OPEN SPACE - 47 S WUD MAXIMUM BUILDING HEIGHT MULTIFAMILY 50 ft. 46.5 ft. W in o t °od Z = _ 6 MAXIMUM STORIES MULTIFAMILY 4 4 It �6�� MAXIMUM BUILDING HEIGHT 40 ft. 30 ft. Z W S � M �� BOSTON STREET TOWNHOUSES Q Q U ys MAXIMUM BUILDING HEIGHT 3 3 0 Ln u 9� BOSTON STREET TOWNHOUSES �..J O N NC'0 s� MAXIMUM BUILDING HEIGHT v 1 e� \ GOODHUE STREET TOWNHOUSES 50 ft. 29.9 ft. � O G MAXIMUM BUILDING HEIGHT 4 3 GOODHUE STREET TOWNHOUSES CLOO O/� 00 MAXIMUM BUILDING GROUND COVERAGE 50% 309� , ko a �} �` q 2 to 1 1.12/1 (71,840 GSF) N N N N R,q V,2 Co ��\ �/� FLOOR AREA RATIO ( ) (SEE ARCHITECTURALS) O ^ °' N ^ o 0'''/ 139,592 GSF ,� N� EN TRANS • R T �' .s T �— PAD w \ a Qc y \ uJ DOG PARK lilt QC ^Z U. d LLJ 34 �\ O m ° 0 0 m Q a ce f.+•.. 0. LANDASCAPING ��'� : ,N (SEE LANDSCAPE PLAN) :SEE DETAIL SHEET C=8 T -. - - . , - • � ' i , , . , - - - ;; F p . , FOR PEDESTRIAN . SIGNAGE : . : ' , . . . • . n< �6 \ CA 00 j�/ • vim, vv✓w�w • � ' , ; � Q' vt vi rn + ' 1 ' � � � ; �• ; : l " 1 , t ,CjD Q who a = = scam V) Im � ' co N O N 00 PROPOSED 4 WIDE SIDEWALK o O \40 IL ' PROPOSED �� " .� . � . , • , .. FIA, 3 ._ OUTDOOR SPACEco % o LiJ ° EE LANDS APE PLAN . . ; . LIGHT �i/ f�; Il, �� ��l1� �� ; ,i�,,v,wv / .t , � �i � ii ` . • - ' . - . • . •. . • . V .�'N � - � w ' w . .. • + • � . ' vim' . T it ! c . t / , . , . IVtn tt ~! a C C c :. -:65 ��- rCA/cco _ LANDASCAPING79 � _ oca 0 0 v ! r� > .Q cts O p (SEE LANDSCAPE - - - ER O ,� _ � ;, � �;,�; ', ,`�,i� � i � i �j, PLAN) .. �T � 'c) .J /Q co '/ W a CA cm coo ' � 3 his „ 7 z �� =- PROP SED FENC 8c LANDSC ING ' ' � �t !.•��` • 9 aQ0 �^Z TO PROVID SHIELD FR M VEHICLE EADLIGHTS. 1 >> \ � -+ ° W -jz �i� Neat� j 00D To :Dv ° 11V SEAL No� �� `` /VV H OF M4ss9 s - pRICHARD •� 0 WILLIAMS U CIVIL No.019a H : ' m 0 AL ENG 1✓ - W - H GENERAL UTILITY NOTES: LEG E N O F SYMBOLS . . . . . 1. CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS INCLUDING UTILITIES PRIOR TO 8. ALL COVERED PARKING SHALL BE EQUIPPED WITH FLOOR DRAINS WHICH DISCHARGE TO Q LA � . • . . . • . . • . . . • CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES AND / OR AN "MDC GAS TRAP" AND, ULTIMATELY, TO THE SANITARY SEWER SYSTEM. 14 . ' . . . CONFICTS. EXISTING CATCH BASIN �- 10 I �-- . I •- 9. ALL PROPOSED SEWER MANHOLES WITH RIMS LOWER THAN ELEVATION 10.0 SHALL BE t,,J • Ll�. ' E RESTRAINED WITH APPROPRIATELY SIZED THR PROVIDED WITH W TERT G T COVERS E T w. . UST A I H . ALL WATER MAIN FITTINGS SHALL B XIS LNG DRAIN _ . ' - . - . BLOCKS OR RESTRAINING GLANDS. MANHOLE ® V O . • . , . . • . _-. . ' - • . . • . . . . • . • - I • _ . 10. SHUTOFF VALVES ARE TO BE PROVIDED FOR ALL FLOOR DRAINS WITHIN THE PARKING W ' . TESTING, FLUSHING, AND INSPECTION OF NEW WATER SERVICES SHALL BE IN ACCORDANCE GARAGES THAT ARE SUBJECT TO INUNDATION DURING FLOOD EVENTS. SEE BUILDING Z Lo . , . . . , - . • . . • . WITH THE REQUIREMENTS OF THE CITY OF SALEM. . MECHANICAL PLANS FOR DETAILS. EXISTING SEWER © ..J _ . �sn . , . . A MASSACHUSEITS APPROVED TESTABLE DOUBLE CHECK VALVE ASSEMBLY BACKFLOW 11. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN DATA OF 1988 - EXISTING SEWER O - Q W , , �o . • . . . • . . . • I PREVENTER SHALL BE INSTALLED ON NEW FIRE SERVICES- (NAVD88}. MANHOLE _ V w . . . ..- .\* • y :' : ! EXISTING WATER V}. . )s9� . . - : - I .' . . . , - 2. TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT PATCHED. 12. ALL EXCAVATION TRENCHES SHALL BE IN ACCORDANCE TO STATE AND FEDERAL LAWS. L . si . . . ,i , ' . . . - .. ALL STORM DRAINS SHALL BE 12" DI W. . : . • . - - . . A. HDPE EXCEPT AS OTHERWISE NOTED HEREON. HALL BE CUT EXISTING WATER GATE V . . I. .. • - 3 13 EXISTING UTILITIES THAT ARE NOT TO BE USED AND/OR ABANDONED S . - - " - • . • I , .- . ' AND CAPPED AS DIRECTED BY THE CITY OF SALEM DPW / ENGINEERING. • . , , •. .. . , - . • 4. UNDERGROUND ELECTRIC, TELEPHONE, CABLE AND GAS SERVICE SHALL BE INSTALLED IN EXISTING HYDRANT . ' . � p 1. ' . '' . ' • - - :.' - , 1. ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION. 18. PROPOSED TRANSFORMER PAD IS APPROXIMATE ONLY. ELECTRIC SERVICE TO BE . �/ ! d- •tf . - . ' . , . - 5. WATER AND SEWER SHALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL SEPARATION DETERMINED BY OTHERS. EXISTING UTILITY POLE . . `� W V) _ • 0 .. : • • "' ' ' UP 553 OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED lD # EXISTING OVERHEAD - . . _ . . _ _ , . WHERE WATER AND SEWER FACILITIES CROSS. 1F EITHER OF THESES CONDITIONS CANNOT 19. UTILITIES IN GOODHUE STREET TO BE COORDINATED WITH CITY IN CONJUNCTION WITH W N O . . . ' • . - • ' • • ' ' . . - BE MET, THE SEWER SHALL BE ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON . . GOODHUE STREET IMPROVEMENTS PRIOR TO INSTALLATION. WIRES -n I! N . . . , -- . EACH SIDE OF THE AREA WHERE THE REQUIRED CONDITIONS ARE NOT MET. _ 0 r- . . . . • . .. . Ct . p . . EXISTING CURB W .rr! ' " - . ' ; '. EX..-SMH - - .• y� EX.- SMH 6. ALL NEW SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC PIPE CONFORMING TO 20• PROPOSED SEWER/WATER SERVICE FOR 11 GOODHUE TOWNHOUSES TO BE COORDINATED - Z N• J - _ ' '(LABELED DMH) . . RIM=10.42 - . : - ASTM D3034. SEWER PIPE WITHIN 10 FEET OF THE BUILDING SHALL CONFORM TO THE WITH ARCHITECTS PLAN. EXITING EDGE OF 0 0 c u Q . - . .' . . . . ,PROPOSED STORMWATER Q RIM=9.87 S S ---�-� - STATE PLUMBING CODE. TESTING OF SEWER SERVICES SHALL BE IN CONFORMITY WITH THE PAVEMENT MANAGEMENT AREA �3 \ . INV=3.20(18") S REQUIREMENTS OF THE CITY OF SALEM. 21. EXISTING & PROPOSED GAS DESIGN/LOCATION TO BE DETERMINED BY GAS UTILITY � � :5 N (1fi) STORMTECH SC-740 CHAMBERS ' (��� Inv=1.87(18") `� COMPANY. [4 rows of 4 chambers) ` ' F_', . ' •:: ` 7. UTILITY SERVICES ARE APPROXIMATE AND SIZES SHALL BE DETERMINED BY ARCHITECT EXIST. UNDERGROUND CL W 0 c TOP OF STONE=13.5 �� �j� ��� • :. . ) ` AND MECHANICAL ENGINEER. - _ TELEPHONE Ce V . . _ 1. ���\`� . - . . . . . .. TOP OF CHAMBERS i 3.0 c o s \ 12" HDPE DRAIN INV=11.54 IN yo • . BOSS' . .: •. .' • �'`v�y��" �.,% \\\ - - - . • EXIST. UNDERGROUND rwrw . . . BOTTOM OF CHAMBERS-10.5 s. ., 1y \� \I ELECTRIC o0 00 �o �o w ' , . BOTTOM OF STIDNE=9.5 . ' : q`/r ' S[ ` �\ \\ r- N 'N N N N (20.5'x30.92') . ' / \ \` S�`\ EXIST. LIGHT POLE n o� .r �r c W - 1 ti \ \ 1 .� r- N_ - _ 0 0 r co` t0 00 n l0 . : : ' \\ S GAS SHUTOFF Q . . EHH .\ � ' . . � I f- - . • • - . 1. : - . p N` S / • . - - ' GAS GATE 8' W ,: . o -_ . . • __ \ ��` PROP. MDC . . LU . -.- _ - c G -11 ` °yw U #552,W/UG GAS TRAP SIGN y DER >. w / SIGN DO NOT RIM=9.9f . . W . EX. SMH . • V! SEt, "'♦ CITY PARKING LOT "0", q s ` ENTER" VENT PIPES - . . PROP. DRAIN FLOW � - ,� (LABELED DMH) EX. EXISTING 6 SPACES rQ TO ROOF > (n . RIM=18.16 S ;- \ (� RESTORE EXISTING SMH PROPOSED DRAIN p ,�/ C' & SERVICE CONNECTION - . L.L z w • �� \ . F'�isT s `\ 'TO MAIN (PROVIDE A WATER ' ' . .. . • . . . PROPOSED CATCH BASIN - Q V < z . . . GUY POLE . . .. ' � �� . . . v S TIGHT COVER EX. SMH PROPOSED YARD DRAIN . : -r #557-84 eR/Ofr \\'` \ `�� RIM=9.18 I (j} o g . .. „ POLE & GU WIRE ' • SF�<' `� (PLUGGED} .. PROPOSED ROOF DRAIN O d o o u _ � Ts�12- OP. RET WALL a R S �\ ,� uce . ; (PER UTILITY CO.) 4" H .\ . , PROPOSED SEWER �� v - � - o • .` oy UP #551 PROPOSED LIGHT Q l'ti1 a • s S�� PROP. .. . . . . = � W IL ° o ° F�/ST L �n~'.\ `�` MONITORING M95' SHALLOW CB .. . . . _ N ° CC G1 n�� \� WELL (M.W.) • Gr V \�\`\\\\ 0 12 INV=4.25 EX. DMH ' ,N� 8u110�� _ ' I `� 0 Oy/ '�\ �\� �� EX. CB O? REPLACE CB , . . ROVE PR PO 0 - f S \ r V���\\ ���\ RIM-7.95 0�� GRATE WITH PROP. DMH ; ' Q / SED 0 �; y,, I / // ��N (�� INV=3.92 r SOLID COVER RIM=10.1 _ . . .•.� RECYCL ° o ° A ,1 Cam• ; i 1 I/ \ �. v �� y� PROP. E�Ms8.0 8" INV=5.t33 IN ROOF ENCLOS R ° - . . .. Q S�.� 12w INV=4.17 IN 1r INV�n&08 IN . u, a n, -f• 1-- x20 f AI 3 C�Q `9y ` `` ��` UP #550 12" INV=6.08 OUT • ' : . . . 1 . z . . 2 SPACES 3 SPACES \ \ . .. w SPRINKLER / 1✓ .� bt W/UG PROP. SMH . • . 0> \ M , \` RRIIM=14.70 a Z PROPO SEDIMENT ROOM I,,.` M.W. Q S��FM Cd�£ \�` \\ (SEE NOTE 19) EX. DMH 4STING BUILDING INV-12.25 : , w & OIL ARATOR . . 1 R O (LABELED SMH) .. - GROVE STREET �' RIMs=BROUGHT TO F.G - / PRO>3 DOM C TFR �� \\c RIM=8.82 1 TOP OF TANK=13.T5 10 SPACES y WATER. S2yT0 B EX`S ��� INV=5.171. v`', .. . . . . PROP. Rlrr . . I . ' . . Ig- INV N=12,. 1 f d DETI MINED BY r RIM=S. 1\ S -W . . L_ . PROP, wA<r_ 1 ' INV �JUT=1 94 .8 INv I M HANICAL ENGNEER . i ` INV_5.50(6 yMANAGEbIENT AREA L 1- _ .REr wA B TTOM OF TANK 7. � N; V 1.54(18 ) . , �' EXISTING LL �! t SUMP�� j�,23.25 1.0 6 . • • . . . PROP. FIRE 5 CETRUCTURE ! i / � y \ • \� F,I.O o U {42) STnRMTECH SC-740 CHAMBERS ~ �s • �r �I � q SIZE TO BE � /1' � � w �� ��• #550-1 � � -. � ,,, ao . S / I' � s 1 y [6 rows of 7 chambers) +' m � a, N Ij� ; DETERMINED BY � `� 0 .D / - (ur . . - . .. I ± • / MECHANICAL EN p ` '� G W UG PROP. SMH TOP OF STONE 20.5 MO ;y N � N __-- r �: ,` / _ cES `��� O (SEE NOTE 19) TOP OF CHAMBERS=20.0 �, o L s; o . _ I I INV 2 :25 y DOMESTIC SEWER / _ � �` �X. CB 12 HDPE DRAIN tNV'S=18.54 IN � C Q ... C Q , . SUMP=21.0 k ;� RCE EXISTING a �� �L--.8.84 (SUNKEN) 12" HDPE 1N1�18.71 OUT " o w' o . . t c CE PROP. ROOF DR %� ��a . . . . � � � YQ REPAIRED/RELOCAT BOTTOM OF CHAMBERS=17.5 0, to rn tm is - . 8" HDPE INV OUT=6.5 6 . PROP TH 8" 75 $p f �w PROP. / �' GOODHUE'COORD THt~!O�(EMEN BOTID�0 X52.28E=15.5 Q > = N C y . . . . �; "�cFS PROP. DRM 4.Of DMHZ TRANS 4. S \ ( �} S_ o (V 0 M W 0 • . REr wAl_�- ,� PAD Id ti 1 `\ � U txI CO cn m CO • . . r'��yyy� , �" '7 12 INV=10.00 IN A 8 S N ry S 00 = A en : : ' . P ® • �" 12 INV 8.00 OUT p �S e �� PROP. SM O r`t w rn N w �,�gip• TlC Wq R P/ A-1 `hOP. DROP DMH 1 �-s-=> E NOTE 19) . ._...,ram- SIIE i`0 . . . 1 . , ,� iM-24�66 �v- W c S �, �� \`1� . . "`� .� et ETp7MlNEp g�. MECHANICAL . 12" IIJ IN=10.50 n'� .%� - . - � \` \\ C . - `" `�-� EC!•lgNlCgt, N 2w IN %OUT=Y8.88 F Hr a p : -..._, ENG! ) �, � S EX. 8 19.E PIPS\� a ---- �.� � / UN (SOURCE UKN,QWN)`\\ • . N 0 CD . - ,� / - o . . . . . .. �=z!�� %, i -1 I � `� O 'ter ! .- ' o * „ .... Y C W .� 0 Co . . . . - RD �. RIM=26.25 a �� _ . : • ..::....:' O _,,,t c� a U e , . N INV=2225 p YD -2p 8 `� , . i . ►• Q 0 0 0 PROP \ Rp � 8"INVQ23.55 = '.:.: O IA _ .2 J_ EXISTING 6UILD,R ET'- . . . FDC R" `� PROP. DMH ` �t 12� 'E DR�11N SUMP=21.30 . / F�, �' --. . .• `' piQOp N V cQi� W W W m �.; #g4 gOSTON S . . - - '^- �.�-_ �`• RIM-26.5 �� Z •. 4A � 4A W 8" IN1rS=22.48 I % p 1yq�4 �,;_sq: .:. �:.. _: 1 S H a ¢: L � r t I. -93MN�R �� 12" INV-22.1 �� R DMH p 1 NDpF ° ,� -... ,�O ( ? W . PROP. SEWER • - . ROOM o�`` RIM=28.05 4RA1N ",:• m m C - - a� a� 0 . . SERVICE (TYP.) \ 1 RD INV-21.75 0 n. �. t'' 0 5.-0 Z Ei, 3 '3 '% PROP PROP % - % ° IMPERMEABLE Y;.,• w m � m a� i . SMH : . �_ o oA ° c ?� +-� O O . - FlRE ! R ''�` H E RaN ®00 ° MEMBRANE 1' v_� 3 w (vi LL. .- RIM=37.8Q �� SERylCE 1 t I Ro ° OFF EDGE OF . . '"' b > o .ci •INV-29.00 ' 8E TO t t o W L- W C '- 0M D ' . .' MECaE7ERMlNEp @y i 1 i I Ro - r STONE (80-ft 0 0 a ^ 0 �i -'� ENC1, !CAL t t I I o °1-1% ° I ONG)-DEPTH 0,' . c PROP. SM ° ° TO EXTEND o 0 W o - RtM=37.00L . t t Rp ° 1-FT BELOW =�� _ . C� C�o a INV=28.00 - ROP I ! ° -BOTTOM OF J o � � w iY . GRASS GRASS N3 T . T t R,51. T WALL' I ° STONE LAYER 2 I.0 - � 6L v o . _ .. GUY POLE T T T T t I T T PROP. RET WALL co 2�0 . ono . BRASS NYo p DPW H w OrDPW HH W/GUY 05 A - ., peo ' - . ~ 2 Q -S LA LA ti u E y ® co 1 .4 �� co ^ W & ->. 15 SEWER 5 S S _� S 5 S S A , � -� MOC^i �W s S 5 s " ! M . SEDI ENT 5 c z . • .. . . EXIST. SMH O ! I & OIL O . . " E O '_ '�� 61 p u FIRE PULL o Dr RIM=32.39 � 3 I I � B 0 STO N STREET 3 RIMs=BRou T TQ .6 ,..,� � g 0 .. W 9 L3ox i i TOP OF TA K-22.45 s � 2 o, 5 0 x fi . . . : t ! 12 INV IN- 0.86 3 - . ' • to a. u. c . :. . . : Ex. SMH : w --I- [ w w w w w w B� INV OU . 20.81 DOUBLE GRA 0CdRIM-35,47 w w w w �, TTOM OFaANK 16.53 SHALLOW g, _ . -' INV=26.47 . . 20' WATER MAIN w -�� W CB RIM=2230 S 8 S�� SEAL „ . "'.. PROPOSED STORMWATER w 12" INV-19.50 I , . � . . 08 . . . , ' . , _ - _ �o . . OR TOWNHO GEMENTE ROOF RUNOFF ONLY +~EA #2 ~ w W - �v OF Mgs'If . . . . . : . .. z 0 PROPOSED SEDIMENT ►✓ `�- �� . , �02�LaICLiARo L. yG� - . . . .. s C� ® U� (12) STORMTECH SC--740 CHAMBt7�S & OIL SEPARATOR w • . WILLIAMS . _ uP #3296 (3 rows of 4 chambers) ROUGHT TO F.G. �'� w 0 CIVIL fAT . .. . I - : (f} L d . UP #361 TOP OF STONE-23.0 UP #16 TOP .84 `�''„' .' A No.4ot94 � ; . . ; . I. . z - . . . . . TOP OF CHAMBERS=22.5 12" INV IN=19.25 . . : �0 9Fc sEa�°���. . d . .. • . • . . • • ' .. :Q �^-� - .' . 6 HDPE ROOF DRAINS INV'S= 21.5 IN .. 12" INV OUT-19.00 . . . • � • .! BOTTOM OF CHAMBERS=20.0 . . _ (n BOTTOM OF TANK=14.92 p . . . . - .. • • . . .. . . . , - . .. - BOTTOM OF STONE=19.0 (15.75'x38.04'} . . ., . , . , ' . • . m .