10 VINNIN ST - BUILDING INSPECTION �K 23 s�i o �352
I V�NN � nS - s-'
a _ _� The monwealth of Massachusetts
, h� - Department of Public Safety
U Massachusetts State BuilJing Code(780 CMR)
� Building Permit Application for any Building other than a One-or Two-Family Dwelling
� � � (This.SecHonForOfficialUseOnly)�, .. �� �
9uildingPermitNumber: � Date.Applied: � �Build'uig.Offici.�: � �
� SECCION 1:LOCATION(Please indicate Block ri and Lot fi far locaHons for wtiicti a street addiess is not�available)
� �� �N�li�tl �A�.� Vl� r�14'7� �''�i�-(s�ey ,�vw��
1 ,� No.and Street City/Town Zip CoSe . Name of Building(if applicable)
}� � SECTION 2 PROPOSED WORK��. . � •
�' Edition of MA State Code used_ � If New Construction check here�or check all that a I �in the two rows beluw
! PPY�
_(� Existing Building Repair❑ Alterntion ❑ Additiun❑ Demolition O (Please fill out vid submit Appendix 1)
\�
Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify:�L9T I fl�.pQD�Mf7k$5
_r Are building plans and/or mnst[uction documents being supplied as part of this permit application? Yes ❑ Nu ❑ �
Is an Independent Structural Engineering Peer Review reyuired? Yes ❑ No ❑
Brief Desviption of Proposed Work: fL�C�1f�. (�bJ�S E \S LIb.aO� @a/Lr—�Tt� �
nt� I-t�c 2Arv�� A�O Ai�d ti(r¢W ��� P�4-2rc,tich
. SECTION 3:�COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR �
� � � CHANGE IN USE OR OCCUPANCY � � ��
Check here J�n Existing Building InvestigaHon and Evaluafion is enclosed(See 780 CMR 3�4) O
Existing Use Croup(s): Proposed Use Group(s):
SECTION4:6UILDING HE[GHT AND AREA � � � � �
. � � � Existing Proposed �
No.of Floors/Stories(indude basement levels)&Area Per Flcwr(sq.ft.)
Total Area(sy.ft.)and Total Height(ft.) � � � � �
- � � - SECTION 5:USE GROUP(Check as a plicatile) -, � � - - - � � . .�
A: Assembty A-1❑ A-2❑ Nightclab ❑ A•3 ❑ �A-1❑ A-5❑ 8: Business ❑ E: EducaHonal ❑
F: Facto F-t❑ FZ❑ � H: Hi h Hazud H-1❑ H-2❑. H-3 ❑ H-9❑ H-S❑
I: InstituHonal FL❑ I-2❑ I3❑ I-1❑ M: MerwnHle O jb y' R: Residential R-1❑ R-2 O; R-3 O R-4❑ �
S: Storage Sl ❑ S-2❑ U: UHlity❑ � ' Special Use O and please describe beluw: � _
� Special Use: - . � �
SECTION 6:CONSTRUCTION'[YPE(Check as a licable) - . � - �
� !A ❑ [6 ❑ [!A ❑ � IIB ❑ IIIA ❑ QIB ❑ IV ❑ VA ❑ VB ❑
� � �SECT[ON 7:517'E INFORMA710N(iefer to 780 CMR 111.0 for details on each item)� �
Water Su 1 Flood Zone InformaHon: Sewage Disposal: Trench Permit: Debris Removal:
PP y� A trench will not be � Licensed Disposal Site❑ �
�� ['ublic� Check if uutside Flood Zone❑ Indicate municip:il.❑ ��uired O or trench or specify:
��S Private❑ or indentify Zone: or on site system❑ �ermit is enclosed❑ �
Railroad right-oE-way: Hazuds to Air IYavigation: �i,\i.li,t m�c ,,�m„�_s��n It .n,���i'�,-c.s: �
� Nu[Applicable❑ Is Stmcture within airport�pproach area? Is their review completeJ?�
or Cunsent to Build encloBed❑ . Ycs 0 or No❑ Yes❑� No ❑
SECTION 8:CONTENT OF CERTIFfCATE OF OCCUPANCY
Editiun of Code: Use Croup(s): Type of Cunstruction: Occupant Luad per Floor:
Dues IUe building contain an Sprinkler System?: Special Stipulations:
��;�.-� a p y � . y(�
SECTION 9: PROPERTY 04VNER AUTHOItIZAT10N ��
N� me and Address uf Pro erty Owner (+ /�, ..,.,,,� ��/, �
S L , d ,lL ( T ��ti�r-+. � ��'l C7�c/7 v
Name(Print) No.and Street City/Town Z�p
Property Owner Cont.ct(nformation: � �
Title Telephone No.(business) Telephone No. (cell) e-mail address
(f applicable, the property owner hereby authorizes
N:une Street Address City/Tawn State Zip
to act on the ro er owner s behalE,in all mat[ers relative to work authorized b this buIIdin ermit a lication.
� �. . � � SECTION 10:CONSTRUCCION CONTROL(Ptease�fill out�Appendix 2).�, - - � � � �
Ifbuildin islessthan35,000cu.ft:ofendosed�s aceand�ornotunderConstructionControl�thencheckhere0andski���SecHon10,1
101 Re istered Professional Ree onsible far ConstrucHon Control � � � � - � � � � � - ,
Name(Registran[) Telephone No. e-mail address Registration Number
Strcet Address City/Town St�te Zip Discipline Expiretion Date -
� � 10.3 General Contractor � " - � � - � � � - �
��
�S ��. C .
Comp.�ny Name �
��p� �,.� �.S�Og'7� d d
N.vne of Pecson Respo sible for Cun�ru�c^t_iun I 1 License Nu. and"Cype if Applicable .
�b 'i cJ'T � � /1v� �,/�'C�or.�SoC_✓�7 �s— �B )
Street Address City/Town , S[a[e Zip
�-2b��a.�'� �-Ia�- 7q t f ✓�a�u6 ulr�rEosr�sT� c�� ce-�^�
Tcle hone No. business Tcle hone No. cell e-mail address �
� SECT'IONi1:WC?NKEhS'COn-IPGNS�iIlOVWSUR:iNC}iACFIDi\Vfl' M.G.L.c.152 25C6 � .
A Workers'Compensa[ion[nsurance Affidavit from the b(A Deparhnent of Industri�il Accidents must be mmpleted aml
submitted with this application. Failure to provide this affidavit will result in the denial of the' uance of the building permit.
Is a si ned Affidavit submitted with this a lication? � Yes No�❑
-� . � � � � SECTION 12•.CONSTRUCIION COSTS:ANDPERMIT FE&�:�� ' � � � � � -
Item EstLn�ted Costs:(L:abor
and Materials) Tot�l Cons[mction Cost(from Item 6)_$
� 1.Building � Building Permit Fee=Total Construction Cost x_(Insert here
� 2.El�ktrical $ approprinte municipal factor)_$
3.Plumbing �
d.hfechanic:il (HVAC) � $ Note:Minimum fee=$ (contact municipality)
� 5.btechaniril Other $ Endose check payable tu
6.Total Cost $ 3� DO O , O O (contact municipality)and write check number here -
SECIION 13:SIGNA7'URE OF BUILDING PERMTT APPL[CANT � � �
By entecing my name below,[hemby a st under the pains and pe��lties of perjury that all of the information contained in this
application is tru and accurate m t est of owledge.and understanding.
,Q _ 111�11.1 / . /YL . �{DI -���-s S�
�
�ue pr t and si n name TiHe Telephone Nu. Date
o, �ax �`f3 �/�VSdC`��? �_Q� rs�.
Strce[ Address City/Town - State Zip
hluniciQal Inspector ro fill out this section upon apQlicatian approval: . "ff""' ��
- Name � Da[e
1� Massxhusetts -DepartmeM of Public Safety
�� Board of Buiiding Reguiations and Standards
Construction Supen�isor i!�
License: CS-056874 �
. \}"f�l'q �-R -Y
RONALD T AUBI��` �"�': ��s�. �.
ioa sz ncr�s n1v� 7�f : �
w���t iu o�evs(�„ ) ;
'y ��Y►� , ' '
�
. ,,.s ,r
J„�,,,,��.'��" Expiration '
Commissioner _ 0?/07/2077
Unrestricted-Buildings of any use goup which
�ontain less than 35,000 cubic feet(991m')of
enclosed space.
� Failure to possess a cvrrent ed'rtion of the Massachusetts
� State Building Code is cause for revocation of this license.
Wr�PSlicensinginfarmationvisit: www,Mau.Gov/DPS
� The Commonwenith ofMassachusetts
- � Department oflndustrialAccidents
� — � 1 Congress Street, Suite 100
Boston, MA 02114-2017
www.mass.gov/dia
�Vorkers'Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers. -
TO BE FILED WITH THE PERMITTING AUTHORITY.
AQulicant Information Please Print Le iblv
N31710 (Business/Organiza[ion/Individual): ��( S� ��,(,
� AC�(ILOSS: (OZ�I 1../ I'�/�N1J �L` �
City/State/Zip: 'g �Od�"'`f f'Phone#: ��l--76%-�d B f
Arc you employer?Check[he appropriate box:
- � Type of project(required):
I. I am a employer with �� employees(full and/or part-[ime)?
7. ❑New construction
2.�I am a sole propnetor or parmership and have no employees working for me in g. �Remodeling
any capacity.[No workers'�comp.insurance required.]
3.�I am a homeowner doing all work myselE[No workers'comp.insurance required.]1 9. ❑Demolition I
� 10 �Building addition
4.�I am a homeowner and will be hiring contractors[o conduct all work on my property. I will �
ensure that all contracrors either have workers'compensation insurance or are sole 11.�EleCtiiCal repairs or dddihons
proprietors with no employees. �2,�P]pp�blpg IZpfllis oi 3C]dillOnS
5.�I am a general con[ractor and I have hired the su6-contractors Iisted on the attached sheet �3.�jj00f iZpH175
7hese sub-conhactors have employees and have workers'comp.insuance.<
G.�We are a co�poration and its officers have exercised their righ[of exemption per MGL c. 14.❑�t}1ei
152,§1(4),and we have no employees.[No workers'comp.insurance required.]
'Any applicant Ihat checks box pl must also fill ou[the section below showing their workers'compensa[ion policy information.
i Homeowners who submit this affidavi[indicating Ihey are doing all work and[hen hire outside contracrors mus[submi[a new affidavit indicating such.
;Conhactors that check�his box"must at[ached an addi[ional shee[showing�he name of[he sub-contraclors and state whether or no[Ihose enti[ies have
employees If the su6-contracrors have employees,they must provide their workers'comp.policy number. '�..
I am an emp[oyer that is providing workers'campensa[ion insuranre jor my employees. Below is the po[icy and jab site
informatioii. � � (�/�, � �
Insurance Company Name: l �J " - "'� ��
�
Policy#or Self-ins.Lic.#: a� 1 � Expiration Date: � /f
Job Site Address �D V �'�IV�u / ` , . City/State/Zip:���,.,+�N�� /{M'�
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as wel]as civil penalties in the form of a STOP WORK ORDER and a 5ne of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby cenify er the pain a penalties ofperjury lhat the iiiformation provided abo e is true and correct.
Si ature: � Date:
s/ 3 �
Phone#: �Q�^ 7e��— �{�.$ ,r
Offieial use on[y. Do not wrife in this area,to be eompleted by city or town officiaL
CiTy or Town: PermiULicense#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: � Phone#: �
, f''�lklL TC� I���S cv�s�_
� .�.-,
SUMMARY OF WORK PROJECT NOTES ABBREWIATIONS LEGEND
e � ��,�,��; y" \`-'� f�t �' �;-� � ",� � t�•��t� � ���1�� �"�- �.i t,i'�,�e�"� �' � THE WORK SHOWN ON THIS PLAN REPRESENTS VARIOUS 1. ACCESSIBLE AREA(S� SHOWN OUTSIDE OF PROPOSED LIMIT OF 7, UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL PROVIDE BOTTOM OF CURB BC IRRIGATION IRRIG CONSTRUCTIONPLANS
, q;, , � � ,a - _„„._. f ,u;p, � ti. r�,,v.,, ' EXISTING PROPOSED DESCRIPTION
' � >- �'�� '� �?" � <�+�t,. .. ,,, ,.'�r t" .ti .x , �.•, lb e•.��' EXTERIOR IMPROVEMENTS TO THE EXISTING SITE, WHICH WORK WERE DETERMWED BY OTHERS TO BE IN COMPLIANCE WITH AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING BITUMINOUS CONCRETE CURB BCC LIMIT OF CURB REMOVAL LCR �I�.
} < ,
.��� "'„�,�`. � � ` �� ,, .;-�� �"` " '� ''' �� � `��+"'� �. � ��i, TENDED TO BRING SPECIFIC PORTIONS OF THE SITE APPLICABLE ACCESSIBILI'fY REQUIREMENTS. � � BITUMINOUS BIT. LEVEL LANDING LL ��
�„r�, ,•, , �, {,q �� w ,� , �1 �! „ ARE IN UNDERGROUND UTILITIES TO THE OWNER AT THE END OF THE .
v'"; �<.'.�/" ,��,�` , , Y � r2r.: ,,;,,�,„.T,r..�`�;:" �;�.. 7 �, t" �` >_r � INTO COMPLIANCE WITH APPLICABLE ACCESSIBILIiY CONSTRUCTION. 80TTOM OF WALL BW LIMIT OF WORK L.o.w. - - 99 - - - - 99 - CONTOUR '
;'�y� �tes '�"�i�� �:..�-A �'�is� ,.,� � �.��#i�. ���C�i!-' '�• s� y '��, REQUIREMENTS. THE FOLLOWING IS A SUMMARY OF MAJOR 2. IN AREAS WHERE EXISTING PAVEMENT IS REMOVED, THE FULL CATCH BASIN CB LIGHT POLE LP REVISIONS: �'�
� �` - .�:`,� �'.�;:t' + -�:,k . :> � • ..� ' ,��, WORK ITEMS: THICKNESS OF THE ASPHALT LAYER S SHALL BE REMOVED TO CONCREfE CURB CC MONOLITHIC CONCRETE CURB MCC
T „ ,. , E ' y� . . ;. W. ,;��r. , �-�th � ) 8. PAVEMENT MARKINGS AND STRIPING SHALL PAINTED WITH 2 COATS x99.50 99.50 �SPOT GRADE
�L °,�t,4����r�; ,;���L,� ;; �,`� ; - �p�ti „C; ,;' �,3: �ia��.�j• « t�„ EXPOSE THE EXISTING SUBBASE MATERIAL. IN AREAS WHERE THE OF WHITE PAINT PER FEDERAL SPECIFICATION TI-P-115 TYPE 1: CHAIN LINK FENCE CLF MATCH EXISTING ME
'} 5' ,�.x� y,t,-. . • SAWCUT REMOVE A PORTION OF THE EXISTWG PARKING PAVEMENT GRADE IS PROPOSED TO BE RAISED, THE EXISTING ALKYD. CONCRETE CONC. OVERHEAD WIRES OHW
'y �1 , .• � W ti � � X'R X-FOOT RADIUS I
��-u0�'�' ��� ," ��'..; ��, . * � � ''�' ' �'"'���� �' � "�` '`�� �+,�� LOT AND CURBING. SUBBASE MATERIAL SHALL BE RECOMPACTED PRIOR TO PLACEMENT CONTROL JOINT CJ PROPOSED PR. REV DATE COMMENT
s" � Y °'°"II" °� '� ' � "�' '`�� ' ' � '+'��`� � �y "�i`�+t+`�. � y. � AND COMPACTION OF ADDITIONAL SUBBASE MATERIAL AS CONTROL VALVE CV RIGHT-OF-WAY R.O.W. �
x`�� , -�:�."� �� 1^l., `��F�� g�� ' `b� i.. � 9. SOLID WHITE LINES SHALL BE 4" IN WIDTH (SEE PLAN FOR
, , � . .F..,; ` '� ' �44-� ;^���{-� • REMOVE CERTAIN EXISTING PARKING LOT STRIPING. NECESSARY TO ACHIEVE THE PROPOSED FINAL PAVEMENT GRADES. DETECTABLE WARNING DW SQUARE FEEf SF - C� ACCESSIBLE AREA SEE NOTES
Y.��-p� , f, .��� �� --a• d+��..'�;�}�y� LENGTH). ACCESSIBLE PARKING AISLE STRIPING SHALL CONSIST � �
� , • '"`� �-�.� , -T.. � � ' '.l `4 �t�s � � r _y,,*:< `, � ACCESSIBLE PARKING SIGNAGE, WHEEL STOPS, AND IN AREAS WHERE THE PAVEMENT GRADE IS PROPOSED TO BE OF 4° SOLID WHITE LINES ORIENTED AT A 45 DEGREE ANGLE AND ELECTRIC ELEC SLOPED GRANITE CURB SGC
. �� �_
,��:.� .�, ,`�' , , -, � ;.µ°�f ,,."�"""` ' ��, � � �t;�.�s', �;,;;? ,t, '.+°'�i�, '����� LANDSCAPED AREAS.� � LOWERED, THE CONTRACTOR SHALL DETERMINE IF SUFFICIENT . , EXISTING TO REMAIN ETR SINGLE WHITE SOLID LINE SWSL �' . f � �� �,°- . . .a ., : • CEMENT CONCRETE 1 �
i, .,. r ,.,,d �� ��?;, � SPACED 3 ON CENTER. PAVEMENT LETTERS SHALL BE 2 WIDE X � �
� � � ��ti; . ry��-,.,'-�:�-+� y , ,.,r � EXISTING SUBBASE MATERIAL WILL REMAIN UPON LOWERING OF THE EXISTING EX. TO BE REMOVED TBR .
k�.�";� ,-� Y*' '"'� t''f�+�''�' ' : , �'��', rw''."�'x � ��� • REGRADE, COMPACT, AND SUPPLEMENT THE EXISTING GRADES. IF NOT, THE EXISTING SUBBASE SHALL 8E EXCAVATiED a� LONG. FINISHED FLOOR FF TOP OF CURB TC
��� - "'!�^ �`� • -�� �' UTILITY POLE
�� ' `��'+ ., }+�-`s"��"� � -��`� '�'� -��� 1 � ��� '"w'� -. �k,�� � �?`: SUBBASE MATERIAL AS NECESSARY TO ACHIEVE TO ALLOW FOR THE CONSTRUCTION OF A NEW SUBBASE tAYER AT VERTICAL GRANITE CURB GC TRANSITION CURB TRC
r ���Itt "�'� ' ��,,, �` -� ^^�"� �"��� � `, ��� ,��,��•'' PROPOSED FINAL GRADES. 12" COMPACTED THICKNESS. 10. PAVEMENT LETTERS, IF PROPOSED, SHALL BE 2' WIDE X 8' LONG. GATE VALVE GV TOP OF WALL TW 2
40� �'�g";y�i•i v� � `�•� �� � �G`'� �v�* "�,��'''�y��,; ' HANDHOLE HH WOOD CURB WC � LIGHT POLE
�„r , ,;„ {•7 ''i w1 V i T� 1 :i��'� � ,. � 4 . ' CONSTRUCT NEW CONCRETE RAMP AS SHOWN. 3. WITHIN THE SHADED ACCESSIBLE AREAS, NO CROSS SLOPE SHALL i l. A�L FLAT WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO I
rc`+�'+ti�`^�� � + �="���'����"��� �.. �� �.` �p „4 ,�� `,`�'�' � EXCEED 1.8%. FURTHERMORE, NO RUNNING SLOPE SHALL EXCCEED MUNICIPAL/STATE STANDARDS. � -O-" i SIGN � I
�'�La,+��5��_�„w�'��rw. �y,� ��rz �_�4� _`._.��µ �� �y��j �y�1 `��'�. f ���{" • REPAVE THE REMOV:�D SECTIONS OF THE PARKING LOT 4.5% UNLESS A RAMP IS PROVIDED, AND RAMPS SHALL NOT AN AINA I ITY / / / / / / / / / / /��.
f
� 3
e ISLES. 12. Y DR GE AND UT L STRUCTURES LOCATED WITHIN THE LIMIT
> �. �' <. < !. ^�tic e , AND DRNE A EXCEED A 7.8% RUNNING SLOPE. RAMPS SHALL NOT EXCEED A BUILDING WALL '�� II
��� "�- .� fF ^� '.r^ �""�' tiJ� 7 .. ��t�;�{� s ' OF WORK SHALL BE ADJUSTED BY THE CONTRACTOR TO MATCH SURVEY NOTES - �.
� - � v�f �. ,� �... ; •" ; .'�.�� 6" RISE UNLESS A HANDRAIL IS PROVIDED. THE SLOPE SHALL
�,,,�'Cy=_,,, ,,,�::: k, ��..,.,� r :'�'� 'I' � .`""' ''� t , -._ � ."_K � , •», -; . INSTALL NEW ACCESSIBLE PARKING SIGNAGE, AND NOT EXCEED 1.8% IN ANY DIRECTION WITHIN PROPOSED NEW FINISHED GRADE � � __ ; � i '
^�,��{10?��'����'e�'� •�� �f �:� , � y- �., �"'� ''r t: r RE-STRIPE PARKWG SPACES. ' 7. EXISTING CONDITIONS BASED ON A LIMITED FIELD SURVEY PERFORMED BY DOUGLAS FLOW ARROW SCALE.
Cr ;� " � �g, �==' �"� �` { . : . �," '';: ACCESSIBLE PARKING SPACES AND ASSOCIATED ACCESS AISLES.
n'�> �� .�i'� ����� �'. s3"�'� ���. i`.'��",^ f''-""'`� ����� F .. .~~T`""`j'�'�1 SHOULD ANY DISCREPANCIES WITH THESE REQUIREMENTS ARISIE 13. WHERE THE GRADE ABUTfING A BRICK COLUMN OR BUILDING WALL DESIGN GROUP ON NOVEMBER 20, 2014.
�.� ae +���L;, q, r�� • �ry y,��, .„,�,���y , . ��:.. 7 �'>',,'`v� w,.�r� . ;"� . RESTORE/REPLACE GISTURBED LANDSCAPED AREAS IN DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE IS PROPOSED TO BE LOWERED, TFIE CONTRACTOR SHALL INFILI ❑ CB CATCH BASIN 10 0 5 10 20
tJ���.� i-�..�4 4,�. , .. ��� a.M1''r . � ' . - ♦ � .r•s.
�-� �,,,, �� - '�,.�,;� • [ '.'�", , •� ���-� .-.r'. �. ,u.^{'^yr',, KIND, INCLUDING LOAMING AND SEEDING OF LAWN ENGINEER IMMEDIATELY SO THAT AN ACCEPTABLE SOLUTION CWN BE ANY EXPOSED NON-BRICK AREA WITH MATCHING BRICK OR BRICK 2. THE VERTICAL DATUM OF THIS SURVEY IS AN ASSUMED DATUM BASED ON A FINISHED � �
i�."^�`� � � '}� • �ry��' ' ' � ' �� .�_ AREAS AND RE-MULCHING OF MULCHED AREAS. DETERMINED. � VENEER, AS APPROPRIATE, ?0 ACHIEVE A CONSISTENT LOOK DO`NN FLOOR ELEVATION OF 100.00. ' . O DMH DRAIN MANHOLE � �
. «�s �,L'�Y�r 'y �� � L`L�_, r + .!s w ., �f;� � TO THE PROPOSED GRADE.
� "" � '. � � 7 � � �� � '� k�" .^� "' 3. PROPERTY LWE SHOWN HEREON IS APPROXIMATED FROM SALEM GIS. IT IS NOT A SMH GRAPHIC SCALE IN FEEf
_ ' � 'rf .„yy ' ;µ� . . � , .,� ��l '.� � � : �-,� ,._ � �►,. ;. 3 ',. •;:+'� . ADJUST/RECONFIGUFE ANY IRRIGATION SYSTEMS 4. TRANSITIONAL PAVEMENT AREAS, WHICH ARE AREAS OUTSIDE 01F SEWER MANHOLE .
; q� • i x. � i� �'J`'� 14. THE CONTRACTOR SHALL PROTECT ANY EXISTING IRRIGATION SURVEYED PROPERTY LINE. O
-�;..��. �•+-� I� �L "�� }�• ` +er.ak.,• �,. IMPACTED BY THE F�ROPOSED WORK. THE SHADED ACCESSIBLE ROUTE USED TO TRANSITION BACK TO �
• � c � ., M;��.� � � ) ' � `� � +� � '� -�.'�°� EXISTING GRADE, SHALL NOT EXCEED 5.0% IN ANY DIRECTION SYSTEM(S) DURING CONSTRUCTION AND RECONFIGURE SUCH O WG
~ g; � .'' . ,� , > , , �; , , � ,� , t rx WATER GATE
„ :y �,�*.,� ��w'�.`�^v,u, ,��,., t,� -. � ;_��� � 1. _; .r � , ,.,_ , � ;y �4 ; .,'�; • ALL OTHER INCIDEMAL WORK NECESSA RY TO UNLESS OTHERWISE SHOWN ON THE PLAN. S Y S T E M(S) A S N E C E S S A R Y T O A C C OUNT FOR THE PROPOSED 4. U T I L I T Y L O C A T I O N S, A S S H O W N H E R E O N, A R E B A S E D O N V I S I B L E O B S E R V E D S U R F A C E -� � .. . . I ,
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CDG PROJECT #: 14077
DATE: 12/12/2014
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CCONSTRUCTIO1d PLANS
� . � PROPOSED TUBULAR METAL �� � � � .
RAILING AND POST SYSTEM REVISIONS: �'
REV DATE COMMENT
Z a 1.5" BITUMINOUS 2.0" BITUMINOUS SUPPLEMENTAL SUBBASE MATERIAL � �
� � INSTALL HANDRAILS TO CONCRETE TOP CONCRETE BASE (COMPACTED PROCESSED GRAVEL)
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WALKWAY
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1. HANDRAILS SHALL BE PROVIDED ALONG BOTH SIDES OF RAMP. NOTES � . DESIGNED BY: � � � BSB
2. HANDRAIt.S SHALL EXTEND AT LEAST 12" BEYOND TOP AND BOTTOM OF THE RAMP AND
SHALL B= PARALLEL TO THE PROPOSED CONCRETE WALKWAY. 1. THE FINAL PAVEMENT SECTION SHALL BE DESIGNED BY A GEOTECHNICAL ENGWEER AND SHALL BE CHECK BY: MAL
3. HANDRAIL DIAMETER SHALL BE 1-1/4" TO 2" AND OUTSIDE EDGE OF HANDRAIL TO BE A UTILIZED IF MORE STRINGENT THAN THIS DEfAIL. � �
. � MINIMUM CF 1-1/2" FROM WALL OR POST SYSTEM. � � � 2. MATERIALS AND CONSTRUCTION SHALI BE IN ACCORDANCE WITH STATE DOT STANDARDS.
SEAL• �
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SIDEWALK CONSTRUCTION. THE FINAL SIDEWALK �� �
SECTION SHALL BE DESIGNED BY A GEOTECHNICAL
ENGINEER AND SHALL BE UTIL2ED iF rnoRE PREPARED FOR:
� STRINGENT THAN THIS DE7AIL. w z . i a ii �i.0 ii ', _
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RE�UIRED IN THE CONCRETE SIDEWALK AT 5� j � z a•
INTERVALS. ALL GROOVE JOINTS SHALL LEAVE A _ w WIDTH OF MARKING v� 4 �€' s � ��k&,ry�.
HORIZONTAL GAP OF LESS THAN �" TO COMPLY WITH ¢ N 4g�� � 7 — � � ��
� ADA REQUIREMENTS. c �" � '"�'� �� �,,' �
3. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT WIDTH OF SYMBOL i �+;
40' INTERVALS. A i/2" EXPANSION JOINT WILL BE m ���� '�
q �J GROOVE J01."NT 24" MIN. II�� ��"�"— � ��£
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID � e� s�� — =y " `
- � STRUCTURE. EX�ANSION JOINT FILLER STRIP SHALL FACE OF CURB 4. � �
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12 8" PROCESSE� COMPACTED PROJECT: I
`��'�� ,������� SECTION A—A �MAV03L')UBBASE SUBGRADE STl71YETS� (
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TYPICAL ACCESSIBLE PARKING SPACE MEMORIAL
TYPICAL MONOLITHIC CURB AND CHAPELS
� SIDEWALK DETAIL MARKING DETAIL
NOTTOSCALE 10 VINNIN STREET .
� NOTTOSCALE � SALEM, MA O�J�O � '
' PREPARED BY:
COMPLEfE APRON WITH � �
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- JOINT SEALANT, � �
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i/8" MAX RADIUS ACCESSIBLE PARKING SIGN
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� � a 1/4° SAWCUT CONTROL d PARKING IDENTIFYING VAN ACCESSIBLE �
, a o , a i MUTCD SPACES SHALL CONTAIN THE
� � . , a a JOINT. DEPTH TO EQUAL . . . . a � a R7-a � �
, , 1/4 SLAB THICKNESS i2".ia' DESIGNATION 'VAN ACCESSIBLE,°
: ; ' ; � . " AND SHALL MEEf ALL LOCAL,
� �- � ' � "� � ' � STATE, AND FEDERAL
a��, �.� . _ • •:° ,. .: ..�. . ... PREMOLDED FILLER , � •���,�. . ..- . �:. . ��..�.J � ACCESSIBILITY REQUIREMENTS ��
21 HIGH STREET, SUITE 300A
COMPACTED GRAVEL 3�8" MAX Q NORTH ANDOVER, MA 01845
CONTROL JOINT BASE COURSE EXPANSION JOINT VAN R;T_ea � www.cdpen meerin com '
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REINFORCEMENT PER PREMOLDED JOINT ro -
SIDEWALK STANDARDS FILLER ASPHALT o �
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SLOPE •
- SHEET:
;� q a . : a a° — NOTES:
a , . a — _
N � . � � . � 1. SIGNAGE SHALL COMPLY WITH
� � . � I . � . ' �� � � a APPLICABLE FEDERAL, STATE, & CONSTRUCTION
� � � � ' , � ' LOCAL CODES, REGULATIONS, &
a ° Po����ES. DETAILS
�- . a 2. ACCESSIBLE SIGNS SHALL BE �
. . 'd . , . e ' ' � , � .
MOUNTED A MINIMUM OF 5' TO
��. BOTTOM OF S16N AND A .
MAXIMUM OF 8 FEET TO TOP
1�-0° 1'-0" 6" COMPACTED -� OF SIGN IN ORDER TO COMPLY
y�2" SUBGRADE WITH APPLICABLE ADA AND AAB
. MATERIAL REQUIREMENTS.
CONTROL & EXPANSION JOINT (�,
& CONCRETE PAVEMENT TYPICAL WALL—MOUNTED
TRANSITION DETAIL ACCESSIBLE PARKING SIGNAGE DETAIL CDG PROJECT #: 14077
NOT TO SCALG � NOT TO SCALE
DATE: 12/12/2014
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