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SPR, PUD Civil & Stormwater Peer Review e I I i CITY of SALEM _ 1018 APR -4 PLANNING BOARD Ph 2= CITYEIF RK SALEKMASS Site Plan Review and Planned Unit Development Special Permit Decision April 4; 2018 Findings and Decision Re: Application of 65 WASHINGTON STREET, LLC for the,property located at 65 Washington Street Salem, MA (Map 35, Lot 600) for a Planned Unit Development Special Permit, and a Site Plan Review in accordance with the Salem Zoning Ordinance sections 7.3 Planned Unit Development and 9.5 Site Plan Review. Procedural History l. An application to raze'the former Salem District Court building, and construct on the existing foundation a new mixed-use building consisting of sixty-one (61) residential units, two levels of enclosed parking, and commercial/restaurant space on the ground floor, along with general infrastructure updates to drainage, sewer and landscaping was made by the above referenced owner, and filed with the Planning Board on October 26, 2017. 2. The Planning Board of the City of Salem opened a Public Hearing for the Site Plan Review and Planned Unit Development Special Permit on Thursday,November 16, 2017. The hearing was continued to December 7, 2017; December 21, 2017; January 4, 2018 (the meeting was cancelled due to City offices being closed due to a snow emergency, no testimony was heard); January 18, 2018; February 1, 2018; February 15, 2018; March 1, 2018; and March 15, 2018. The public hearing was closed on March 15, 2018. 3. Throughout the public hearings, the plans and other submission material were reviewed by the Planning Board. Throughout its deliberations, the Planning Board has been mindful of the statements of the applicants and their representatives, and the comments of the general public, all as made at the public hearing. Findings a. General The Planning Board, after a public hearing and review of submitted materials and testimony, hereby finds that the project meets the provisions of the City of Salem Zoning Ordinance, Sec. 7.3 Planned Unit Development, and Sec. 9.5 Site Plan Review as follows: 7.3.1 Planned unit development is designed to provide various types of land use which can be combined in compatible relationship with each other as part of a totally planned development. As proposed, the mixture of residential, commercial and open space is compatible with each other, thereby meeting the purpose and intent of good zoning practices and-the master plan of the City of Salem. The compatible relationship among the mixture of uses combined with the rehabilitation of a vacant building, location of new housing near the Salem MBTA commuter rail station, and the inclusion of affordable housing is determined to be sufficiently advantageous to render it appropriate to depart from the strict provisions of the underlying zoning classifications. 7.3.2 The proposed development parcel is at least five (5) times the required minimum lot size of 2,000 square feet in the B5, Central Development District. The lot size is 22,440 square feet +/- substantially exceeding the requirement of 10,000 square feet. The underlying zoning district of the proposed development parcel is B5 Central Development District, which is eligible for PUD treatment. 7.3.3.1 The Proposed Planned Unit Development contains multi-family residential development that is compatible with adjacent existing residential development. 7.3.3.2 The applicant has submitted a plan for the total property and has in clear detail by engineering and architectural specifications and drawings shown the area to be developed and the means that will be employed to protect the abutting property and the health safety, and welfare and privacy enjoyed thereon. The project has been peer reviewed by civil and traffic engineers who have confirmed that there will not be negative impacts on abutting property subject to conditions contained within this decision. 7.3.3.3 The subject project is not located in the Business Park Development District, as such, Sec. 7.3.3.3 does not apply. b. Specific Findings The Planning Board hereby makes the following findings pertaining to the Planned Unit Development Special Permit application: 7.3.8.1 The proposed planned unit development is in harmony with the purpose and intent this ordinance and the master plan of the City of Salem as this project will add vitality to the downtown, provide a mix of residential units and commercial spaces, improve the streetscape, improve pedestrian accessibility, and generate tax revenue for the City. 7.3.8.2 The mixture of uses in the planned unit development is determined to be sufficiently advantageous to render,it appropriate to depart from the normal requirements of the district. Specifically, this is a significant mixed-use development of approximately 110,115 +/- square feet that will greatly enhance this section of the down town. The mix of housing, including six affordable units, the commercial use, and the open space with public art will add to the vibrancy, vitality, and aesthetics of downtown, providing substantial public benefit. 2 7.3.8.3 The planned unit development would not result in a net negative environmental impact, based on the information from the Environmental Impact Statement and plans, and the review of the.project by the Planning Board's civil and traffic engineering consultants. Decision In view of the foregoing, the Planning Board hereby decided that the aforesaid project meets all the requisite criteria. It is therefore decided to grant a Site Plan Review and Planned Unit Development Special Permit for the development of in accordance with the terms and conditions stated below. 1. Conformance with the Plans - a. Work shall conform to the following Project Plans: Drawing Title Prepared by: Sheet No. Date Last Revised Abbreviations&Notes Allen&Major Associates C-001—C-003 10/26/ 7 R Existing Conditions Allen&Major Associates 1 10/26/17 Site Preparation and Layout Plan Allen&Major Associates C-101 10/26/17 2/27/18 Layout&Materials Allen&Major Associates C-102 10/26/17 Gradin &Drainage Plan Allen&Major Associates C-103 10/26/17 2/27/18 Utilities Plan Allen&Major Associates C-104 10/26/17 2/27/18 Civil Details Allen&Major Associates C-501 10/26/17 Civil Details Allen&Major Associates C-5 22 10/26/17 Civil Details Allen&Major Associates C-503 10/26/17 1/31/18 Landscape Plan Allen&Major Associates L-101 10/26/17 Landscape Details Allen&Major Associates L-501 10/26/17 Basement Schematic Plan Tise Design Associates A-1.1 10/24/17 2/15/ 88 Ground Floor Schematic Plan Tise Design Associates A-1.2 10/24/17 2/15/18 Second Floor Schematic Plan Tise Design Associates A-1.3 10/24/17 11/30/17 Third-Fifth Floor Schematic Plan Tise Design Associates A-1.4 10/24/17 Sixth Floor Schematic Plan " Tise Design Associates A-1.5 10/24/17 Elevations Tise Design Associates A-2.1 10/24/17 Elevations Tise Design Associates A-2.2 10/24/17 Render: view from Washington St. Tise Desijzn Associates A-9.1 10/24/17 Render: view from Church St. Tise Design Associates A-9.2 10/24/17 Render: view from Federal St. Tise Design Associates A-9.3 10/24/17 Render: view from Washington St. Tise Design Associates A-9.4 10/24/17 Render: Ent Tise Design Associates A-9.5 10/24/17 Render: Details from Federal St. Tise Design Associates A-9.6 10/24/17 Car lift plan Tise Design Associates No number 2/9/17 Streetscape Plan (no title on the .Allen&Major Associates No number 3/6/18 -- plan) Plumbing Underground floor plan Tise Design Associates PLUG 2/28/18 Plumbing V floor plan Tise Design Associates P1.2 2/28/18 Plumbing 6th floor plan Tise Design Associates P1.5 2/28/18 *To be revised per Condition 5.a. 3 2. Amendments a. Any further amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Transfer of Ownership a. In the event of the transfer of the site as a whole, within five (5) days of such transfer, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 4. Site Specific Conditions a. Six housing units shall be set aside as affordable housing units. The Applicant shall place an Affordable Housing Restriction on these six (6) housing units in the form acceptable to the Commonwealth Department of Housing and Community Development (DHCD). The restrictions shall be in accordance with the eligibility criteria for DHCD's Subsidized Housing Inventory for the purpose of ensuring that the six (6) dwelling units will be restricted as affordable housing for households whose annual incomes are eighty percent (80%) or less of Area Median Income ("Low Income Households") with a sales or rental price affordable to said households as determined by DHCD for a period of ninety-nine (99) years from the date of the original conveyance. The Affordable Housing Restriction(s) shall be registered with the Essex South Registry of Deeds. b. The Board recommends the installation of a pedestrian warning device to be installed internal to the building at the driveway entrance and exit on Federal Street. 5. Landscaping a. The Landscape Plan prepared by Allen & Major Associates dated October 26, 2017, Sheets L-101 and L-501 shall be revised subject to the discussion at the March 15, 2018 Planning Board meeting, specifically: i. If included in the revised landscape plan, servicebeiry trees shall be a minimum of 15' tall. ii. The landscape plan shall include three (3)to four(4) Oak trees on Federal Street to be planted beyond the back of the sidewalk. These trees shall be a minimum of 3 %2 inch caliper. Applicant shall identify the species of Oak with a preference for species with a canopy. iii. The London planetrees on Washington Street shall be a minimum of 3 %2 inch caliper. iv. The Applicant shall coordinate with the City Tree Warden to review the health and viability of the existing five (5) linden trees on Church Street prior to the issuance of a demolition permit. If the Tree Warden determines the trees are not viable to be maintained, the Applicant shall replace the trees prior to issuance of a certificate of occupancy. 4 V. The plantings in the raised building planters shall be replaced by the property manager seasonally. b. Final landscape plans referenced in condition 5.a. shall be submitted before building permit issuance for review and approval by the City Planner. c. An as built landscaping plan accompanied with a letter from a Registered Professional Engineer or landscape architect certifying compliance of the landscaping with the approved plan shall be submitted to the City Planner prior to issuance of the Certificate of Occupancy. d. Maintenance of all landscaping on the site shall be the responsibility of the Applicant, its successors or assigns, and any tree or shrub that does not survive shall be replaced. 6. Lighting a. A final lighting plan shall be submitted to the City Electrician for review and approval prior to the issuance of a building permit. 7. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the applicant. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. b. Winter snow in excess of snow storage areas on the site shall be removed off site.. 8. Maintenance of Stormwater System a. Applicant is to submit an Operations and Management Plan for the stormwater system, including a narrative describing the frequency of cleaning and maintenance of catch basins and Stormceptors and clearly define responsible party for maintenance,prior to the issuance of a building permit. 9. Fire Department ` a. All.work shall comply with the requirements of the Salem Fire Department. 10. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 11. Board of Health a. The owner shall comply with the following specific conditions issued by the Board of Health: b. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site)manager who will be on site and directly responsible for the construction of the project. 5 c. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site confirms that the site meets the DEP standards for the proposed use. d. A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. e. A copy of the Demolition Notice sent to the DEP, Form BWPAO6, must be sent to the Health Agent. f. The developer shall give the Health Agent a copy of the 21 E report. g. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's exterminator's survey report,treatment plan and treatment reports to the Health Agent. h. The developer shall maintain the area free from rodents throughout construction. i. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. j. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. k. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the nearest abutting residential property line. 1. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. m. The resultant establishment, shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of health. n. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. o. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 12. Utilities a. Plumbing plans for garage drains and oil/water vent piping and roof drainage shall be submitted to the City Engineer for review and approval prior to issuance of a building permit. b. The developer shall clean and inspect remaining uninspected drain pipes between Federal Street and Bridge Street and provide the City Engineer copies of the inspection logs and videos prior to issuance of a demolition permit. c. Prior to issuance of a demolition permit, the developer shall review the results of the CCTV inspections with the City Engineer and address condition or capacity concerns observed in the drain pipes between Federal Street and Bridge Street as part of this project, based on agreed upon scope of work with City Engineer. Work to be completed under observation of City staff or City's designated Clerk of the Works for the project. 6 d. Developer shall submit revised sheet C-103 to include replacing/installing pipe from existing catch basin to be remodeled to DMH-1240 for review and approval prior to issuance of a building permit. e. The Applicant shall submit the site plan and specifications for the transformer to the Planning Department at the time of submission of building permit drawings to the Building Department. The, plan .shall be reviewed and approved by the Planning Department. 13. City Engineer a. All work shall comply with the requirements of the City Engineer. 14. Clerk of the Works a. A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as it deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, which requires oversight by licensed engineered and architects. Accordingly, it is the understanding of the Board, the City Planner and the Applicant that the Clerk of the Works is expected to oversee and review all civil/site improvements related to the project located within the public way, including all utility connections to publicly owned infrastructure. It is also mutually understood that the expense associated with the Clerk of the Works shall be for a reasonable number of hours and at a customary rate of service. b. The applicant shall submit a construction plan to the City Planner prior to starting work. c. The construction plan will be incorporated into the Clerk of the Works Task Order. No work shall start prior to an approved task order for these services. 15. Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. Night work as required for water shutdown or other purposes shall be 11:00 p.m. to 5:00 a.m. unless otherwise approved or directed by the City. ii. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. iii. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of demolition and construction of the project. iv. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling, blasting or rock hammering on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. V. All construction will occur on site; no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning&Community Development prior to construction. 7 vi. A construction traffic management plan and schedule shall be submitted to the Department of Planning & Community Development for review and approval prior to the issuance of a building permit. vii. Any roadways, driveways, sidewalks, or landscaping damaged during construction shall be restored to their original condition by the applicant. viii. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. ix. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. X. All construction vehicles left overnight at the site, must be located completely on the site. xi. All construction activities shall be in accordance with the "Salem Police Station Construction Management Plan". xii. All construction shall take place under the direction and supervision of a Licensed Site Professional .in compliance with the rules and regulations of the Massachusetts Department of Environmental Protection. xiii. The applicant shall promptly notify the Board of Health of any environmental condition encountered during construction that may adversely impact the abutters to the site. 16. Salem Redevelopment Authority All work shall comply with the requirements:of the Salem Redevelopment Authority. 17. As-built Plans a. Prior to the issuance of the Certificate of Occupancy, as-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department with a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing. b. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of the Certificate of Occupancy. " c. A completed tie card, a blank copy (available at the Engineering Department) must be submitted to the City Engineer prior to the issuance of the Certificate of Occupancy. 18. Violations a. Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning ' Board. 8 I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20)days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied,is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns,shall pay the fee for recording or registering. Ben J. Anderson Chairman 9 �t C, C r , • T r N71'1h- --Rv", ?. - u w, R�p�E 5 B DERAL ST FEDERAL ST LOCUS D to z CH CH L Y/VDE ST � 0 z y LIST OF DRAWINGS — _ — NO. ISSUED REVISED ._ DRAWING TITLE SHEET ABBREVIATIONS&NOTES C-001 -C-003 I OIN17 - -- . EXISTING CONDITIONS I 10/26/17 - _. f_ — LOCUS MAP sn•E PREPARATION PLAN C-lol 10�17 LAYOUT&MATERIALS C-102 I OIN17 NOT TO SCALE PLAN GRADING&DRAINAGE C-103 @ 1 CIVIL DETAILS C-501 -C-S03 I QW17 r __ t ,: , ♦7 LANDSCAPE PLAN L-101 10/26/17 APPLICANTS. , _ US—DS SALEM JV LLC — �: BASEMENT SCHEMA Ar r C/O URBAN SPACES LLC I - µ ,�' _ GROUND FLOOR SCHEMATIC PLAN A-12 10 17 - 111 FIRST STREET _ - - - - SECOND FLOOR SCHEMATIC PLAN Ar 1.3 I 17 CAMBRIDGE MA 02141 - THIRD—FIFTH FLOOR SCHEMATIC PLAN A-1.4 10124f 17 td� , •mil • v V , - SDCTH FLOOR SCHEMATICPLAN ELEVATIONS Ar2.1 10/24/17 SITE ENGINEER, SURVEYOR & LANDSCAPE f� , . � _ :�• - - _,. - '� ..,..-.,.. ' ARCHITECT: — ::. RENDER VIEW FROM Wi�SHINGTON ST. A-9.1 I 17 t -. . ,. t� . r ALLEN & MAJOR ASSOCIATES INC. _ __ l _ -p.- _ r ,+ , j, ._ . _ _ RENDER VIEW FROM CHURCH ST. 10/24f ,� __ h7"x .., _ ,. ., _ �.. . __ _ .. .:, . _ _ _r> ,, �� c�: a l . RENDER VIEW FROM FEDERAL ST. A(-9.3 10/24/17 El 100 COMMERCE WAY _ - . . �: � ^..w r �- �.�._ , : _ �r 'Retatl:EscabFFeShrnenrc : WOBURN, MA 01801 _ 4 A - 9.4 - +yr'c5 'ic:-^.�� n. i:''s "l s"_t�._ .z I I , v., J'v„C•i"•.: ??. - „.../' ,,t+•Y - , , � ... _. ,•.. _ _... , . _T:•; ,_ : , :- ' _ ;_�,- ...::,,..,. . RENDERS. ENTRY 9.5 i 17 781 .935.6889 w • �. ,. - - -.- •.r .... ;�s.' -- . .-., .,.._ :urH-. ,t -ter, .- - r ► r a. r. — - 1- - __ '. t ti..o-..-, ,..--; ..>»_r •... ._....•. : . .ii ,.'.: . ss.,rt `a.-x -� -_ ♦ - 'r ,`,; I * - L ++ 'a`.z_1.:"':�`r�". _ r I .. ,. - FROM FEDERAL Ar ( >r.. -^`,.r .:• F:u r.. c ;=t.. +-.•. ,y I T- t � ' ' .e• � t vµ''^-'t'r' . ►• t - ".f` ..- �- I' : ::� ♦. .t. .. I,c•...-.^ ., .,f .a,-+ a .�, ,. ,$) - I ��- -� .;� -ttsf ..�1 .;� 1 / • t „w ARCH ITECT. a — 3Y , — _ .m - - _ TISE DESIGN ASSOCIATES _ - _M+Y W — _iS ,.,. _ ..! ._.:._i.--.Y_ u : me:s':3.0 ...:... :i .+ . +Kir. .♦.:. ✓.._-,..-..».fir?:- - :_ - . =--i 246 WALNUTSTREET, U SUITE 3 03 .. _ ... _ w. ..x-. •. _.'.z :.deice-'^'. .:.._._.--,. .-..,. .:•.:,. .. ._...-v:.....-... .Y` °F"^,--.wM .-.` - :..rc,+as>. - _ NEWTON MA 02460 _ - 617.581 .6601 OF APPROVED WAYNE A. KEEFNER -4 H� CIVIL na y PLAN N No.41313 � PREPARED BY: 4 PROFESSI L GINE OR ,, s r ALLEN & M JOR ASSOCIATES, INC. ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering ♦ land surveying environmental consulting ♦landscape architecture w w w WOBURN a 01801 ISSUED FOR LOCAL PERMITTING 100 COMMERCE WAY SITE DEVELOPMENT PLANS FOR AMI UY WX %01%, T WOBURN MA 01801 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH 10/26/ 17 Copy7ight02017A11en&MajorAssociate�Inc. All Rights Reserved N. PROJECTS 2198-01 CIVIL DRAWINGS CURRENT C-2198-01_COVER.DWG WE HEREBY CERTIFY THAT• THIS PLAN IS THE RESULT OF AN ACTUAL ON BENCHMARK SUMMARY THE GROUND SURVEY PERFORMED ON OR 5� BETWEEN FEBRUARY 12, 2016 AND AUGUST 16, BRIO�E TBM# DESCRIPTION ELEV. 201 Z Q HYDRANT FLANGE 27 THIS PLAN WAS PREPARED IN ACCORDANCE 26 Q BOLT HYDRANT WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS DATED JANUARY 1, 1976 AND REVISED JANUARY 12, 1988. ACCORDING TO DEEDS AND PLANS OF RECORD, THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING FEDERAL S LOCUS OWNERSHIP, AND THE LINES OF THE STREETS OR WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS AND WAYS ALREADY L ESTABLISHED, AND THAT NO NEW LINES FOR Z H THE DIVISION OF EXISTING OWNERSHIP OR FOR o NEW WAYS ARE SHOWN. >'ND ST z THE ABOVE CERTIFICATION IS INTENDED TO FOR REGISTRY USE ONLY MEET REGISTRY OF DEEDS REQUIREMENTS FOR -+ THE RECORDING OF PLANS AND IS NOT A CERTIFICATION TO THE TITLE OR OWNERSHIP � OF THE PROPERTY SHOWN. OWNERS OF ADJOINING PROPERTIES ARE SHOWN SMH > -- - I✓ ACCORDING TO CURRENT CITY OF SALEM a: ;, 1 R/M=24.09 ASSESSOR'S INFORMATION. OCUS MAP INV(a)=6.89 # THE ABOVE IS CERTIFIED TO THE BEST OF INV(b) 11.49 ° i j MY PROFESSIONAL KNOWLEDGE, INFORMATION (NOT TO SCALE) DMH "' AND BELIEF. RIM=24.14b INV(a)=12.64 a ALLEN & MAJOR ASSOCIATES, INC. INV(b)=12.74 INV(c)=14.34 D `o X,df I ' =23 91 0/78nd)H3V18Vi LEGEND INV(d)=15.94 )NV=11.91(BC Q ISSUED FOR . RM=2346 �� l 7 CB r r,,/�.� �__ ___,_______ ___� � / �. ,� INV=20.61 DRAIN MANHOLE (DMH) (�D R/M=23.52 I--,.•- ;s \ .._� .._.� ....__, �----€ �° SMH REVIEW CB RIM=24.28 SEWER MANHOLE (SMH) AUGUST$1,2017 INV(a)=18.32 � \ '�' { R/M=23.54 ``� CLEAN OUT INV==17.53 Q INV(b)=18.42 .._ _\.______.. __ ' ' > INV==19.87 8' VENT P/PE 1 ELECTRIC MANHOLE (EMH) ..`_ ° b�,s - E -- : - _ TELEPHONE MANHOLE (TMH) QT \RIM 2384 pc m _._ F _L _0 PARKING SUMMARY INd(o) 13 84 „ µ 1 d so f`� _ PROFESS/ONAL LAND SURVEYOR FOR�._-... _ .. _mow.._ _p r _ _ - ; CATCH BASIN CB ? INV(b)=18 19 ._ . _ _..__w_ ) EN p .RIM 23.84,, lNV(c)=1569 i t .. tttd ..w�'o °'__'DMH" _ � . . F_. '_m STANDARD STALLS 16 lNV(�) 14.89 i � s SMH FIRE HYDRANT ALL & MAJOR ASSOCIATES, INC. w INV a =18.89 rA f 0-ji TOS=I Z 49 TOS=18.16 WATER GATE 4.0 HANDICAPPED STALLS / °' f 24.4 __ �� - f ! f t 1 23.8 s °' � �� GAS GATE 0 3.6 �' N N 24.1 N N N ' ! , \ p' • ' " • P a p r\ CLEANOUTTOTAL STALLS 7 R/M=23.82 23.5 '� 0234 N CONG:.WALK.lNV(a)=12.02 CONC. .WALK N pN N LIGHT fF , k.. lNV(b)=12.12 a= � � , � � 1 � �.�, °p � �° W o o rn (� !# {3 tt n tl- 'Z13 3 CB 43.0 Y23.8 N N N N N N N I N TREE „ R/M=23.08 t , , „ b 4 C'1,, ,;CORD) INV=18.73 � 35y42' V�.. N80 15 05 E--- 143.86" 5- , � S SIGN � DMH ACK L FORMER � _ WINDOW *ELL TRANS d J o „ + � TOPROF P/PEO 3 3 g r- { "`. WTH 33 VENT GRAN. CURB ' w 1 Z 65(15 RCP s' F _ - t I ; �T�. CURB « � t � DMH ) � p _ C - _ 3 STORY AREA DRAIN O RIM=23.44 RIM�23.66 i BRICK BUILDING ```� INV=14.43 12 RISERAPPROVED INV(°)=16.64 � ,. ( )-( ) __165.06 S09 44 55 E INV b - NPV �' 3.4 # l \ 1 ✓ DMH AG UNIT , INV(c)=16.69 DMH(? �`_~ -b I T SITE: PLAN�� ° F.:: ' RiM=24.02 MONITOR WELL x 1 f 0.6 �' INV(d)=16.94 R/M=23.731 b .. , �� ° ,D INV(°)=15.53`! p 23y5 i / tb INV(°)''=18.87' SPOT GRADE € a, I 123.9 ; 24. " . lNV(b)=18.87 c�v /�//F INV(b)=15.63 =/ , 24.1 °.,° Q� ISAY REALTY TRUST HAND/CAP RAMP Ea 23.7 23.7 R/M-23.98/ \ R/MH 24.19 tD o�. APPROXIMATE 24.5 � - JNV(°J=1793 s LOCATION OF PICNIC BK. 15267/PG. 165 1NV(BC)=11.84 24.5 PARKING METER q; \ lNV(b)=1�93 s UNDERGROUND TABLE I W �� 238 /NV(BC)=16.43 " , g^ T. CURB E= DRYWELL(RECORD) FFE=24.59 HANDICAPPED PARKING SPACE 2.36 \ S L BIT CURB ` B/ 23,74:1 d FORMER PROPERTY ° °- LINE PER PLAN CONCRETE � 4 ` E z4 2 ..:.__ } BOOK 135 PLAN 8 BRICK LOCUS REFERENCES � � � �_ �� 14• --- � �-,---�-r - f23 2 � � � PAaCEL B ~� � � - � ctrRa �' BUILDING ,,,,,,,,,,,,,,,,,,,,,,,,,,, REV DATE DESCRIPTION -CITY OF SALEM ASSESSORS'S PARCEL 35-0600-1 �' 1'�" -"24• OA1_ PARCEL 7-DEED BOOK 6176, PAGE 556 1T � PARCEL 9 PARCEL 11 rl / BACK 0.3' BUILDING OVERHANG APPUCANT10WNER: BRICK ENCLOSURE '--"-""-"------"-"- -PLAN BOOK 140, PLAN 78v ? c a '`' ON CONC. PAD im CHAIN LINK ! FENCE GATE L.C.C. 17132e RIGHT OF WAY LINE DIAMOND SINACORI, LLC PLAN REFERENCES s FFE=26.69 Z / �0vER a 1' CONTOUR 7 HARCOURT STREET l 3 24.6 FFE=26.61 ` r' ✓" -PLAN BOOK 135, PLAN 8 H. ,-' #30 5' CONTOUR - -55- - BOSTON, MA 02116 -PLAN BOOK 135, PLAN 9 I W CITY OF SALEM rn ^ H 25.3: 2 STORY _ 1 � 5O ,� ,�'' BRICK PROPERTY LINE -PLAN BOOK 151, PLAN 36 ; \ ASSESSORS PARCEL 35 0600.0 W l o.____. y FFE=26.14 PROJECT: ti BUILDING '�` o c, ABUTTERS LINE -L.C.C. 17132E /1 '' \ W - - a,� �� ( AREA=22,440f S.F. � o` � �, �^,f', -� \ t (0.51 f AC.) a a (IWM ® y CURB NOTES f; 3k 45' -- FFE=26.12 WATER LINE - - - - 65 WASHINGTON STREET 1. NORTH ARROW IS BASED ON MASSACHUSETTS GRID COORDINATE i 24.of -- _T 5 65 SYSTEM (MAINLAND ZONE) (NAD 83). � - r FFE=26.65 6.83 / ' S1150 54 E SEWER LINE SALEM, MA Z A. 2 STORY 2. BOOK/PAGE AND PLAN REFERENCES ARE TAKEN FROM ESSEX 251 BIT. cuRB ' �' 94.97' m f o _ 1 BRICK BUILDING 1 f -< DRAIN LINE 1 COUNTY (SOUTH) REGISTRY OF DEEDS IN SALEM, MA. i fi I FPA=12,337fSF f a p '; ' BACK 0.3' 3. VERTICAL DATUM IS NAVD 88. ,� o ` ; GAS LINE --- 4. CONTOUR INTERVAL IS ONE FOOT (1). `d 25.0 ' , N/F ELECTRIC LINE - -- 5. ALL CURBING SHOWN HEREON IS GRANITE UNLESS OTHERWISET PROJECT NO. 2198-01 DATE: 08/31/17 24.0. 7 S83'24 40"W r ' 30 CHURCH STREET LLC # i, - NOTED. 39.91 BK.30463/PG.250 TELEPHONE LINE -- - { € �a S82 50 21"W `,� FOOTPRINT AREA FPA SCALE: 1 -20 DWG. NAME: 5-219801-EC p ? 10.23 66 ' WINDOW WELL --- ______ _ PARCEL 9 � S06.34'28"E s 6 W17H GRAN. CURB FINISHED FLOOR ELEVATION FFE DRAFTED BY: AJR/KAC CHECKED BY: NIL PARCEL 10 , ! 52.43 / E=27.51 BUILDING HEIGHT BH �' '� N06 21 17mW PREPARED BY: 253 1 2eR BRICK 49.68' BITUMINOUS B/T. ' S80 08 31"W SMH } v FFE=2s.s5 I BUILDING CONCRETE CONC. , v ' ! �4. - $82 23 12 R/M=24.88 N1Y 18.12 � WINDOW WELL 24.B INV=15.88(BC) i.� EAST IND/A GROUP, LLC WITH GRAN. CURB 25.3 44.52 S80 08'31"W GRANITE GRAN. BK.14950/pG.469 FFE=26.21 " s 45.99' °'• V FFE=27.47 FFE=2Z51 273 26 a ovER 11 ' BOTTOM CENTER (BC) Q 27.3 27.3 2 a O REINFORCED CONCRETE PIPE RCP 25.4 s 4 a . � ._ ` cave WALK 266�. . s: ' 4 'STREET LINE VITRIFIED CLAY PIPE VC ALLEN MAJOR w -258 25.71,5- AC 'C DMH � ASBESTOS CLAY PIPE AC 2�.7.�253� 25.3 � 252 25.71 �r -RIM=24.74 ��`� 6 _ _ .., _ 24.5 s 251 -- 25.3 - �' 1Nq(°) 19:14(RECORD) ASBE ASSOCIATES, INC. 24.s k �� .�.--.... CAST IRON Cl ; 24.6 ___ lNV(BC) 19.04(RECORD) �. engineering surveying civil & structural en ineerin ♦ land surve in -'"-DMH- - �b W j� '�•-� � 1 ~- "` `"�)-" NO PIPES VISIBLE NPV environmental consulting ♦landscape architecture _ p _... `_ www . aIIenmajor . com O p b` tat s r t P b i t RIM=24.45 b. $ �- a l l e n m a o r m 3 /NV(°)=1660 ° Do ° ic ... _ 1 _ ��- C - a-25= 2 TOP OF WATER......-e - - _ I l o p Y _,_ _r .. - ....._. / OE � � 0 COMMERCE WA IN DMH ~'h �- t °� --�- - � � � -•-------�'~� � I � �° s NOW OR FORMERLY N/F P.O. BOX 2118 ♦R/M=24.43 _ . _,..... `' C� WOBURN MA 01888-0118 , INV(°)=16.63 _ ?� �"" -� BOOK BK. TEL: (781) 935-6889 t„g r lNV(b)=16 73 --" �" 1 CB SMH .� -� 10° u�:°° ,-'' RIM=24.51 R/M=24.67 (HlOIM 37BV18VA - 017811d) ,._. � IN /NV° =15.22 14OHnHD PAGE PG. FAX: (781) 935-2896 .... - CB DMH O- � L WOBURN, MA ♦ LABEVILLE, MA ♦ MANCHESTER, NH µ IM_ 7 RIM=24.45 INV(b)=15.77 �3H^ R -24.3 /NV(a)=17.05 THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. TW=22.52(NPV) lNV(b)=20.35 CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE 17.15 PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC INV(c) IZ 15 NV(d)- MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE UTILITY STATEMENT MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC SURVEY INFORMATION AND EXISTING DRAWINGS. ALLEN & GRAPHIC SCALE MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND spEaFMAJOR ASSOCIATES, INC. (A&M) MAKES NO GUARANTEE ALLEN MAJOR ASSOISSUECIATES, SHALL BE THE ONLY RECORD COPIES of so o �o so 4o so ALLEN&MAIOR ASSOCIATES,INC.S WORK PRODUCT. THAT THE UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. DRAWING TITLE: SHEET No. A&M FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. A&M HAS ( IN FEET ) NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 1 inch = 20 ft. EXISTING CONDITIONS N:\PROJEC7S\2198-01\SURVEY\DRAWINGS\S-2198-01-EC.DWG Cop"7ggU02017AIlen&MajorAssociates,Inc. FEV 1707 PG. 95 AR Rights Reserved GENERAL NOTES: GENERAL NOTES (CONTINUED): UTILITY NOTES: 1. FOR EXISTING CONDITIONS SURVEY, SEE PLAN ENTITLED "ALTA/NSPS LAND TITLE SURVEY", AS PREPARED BY ALLEN & MAJOR ASSOCIATES, INC. THE ON THE 27. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE 1. THE LATEST STANDARDS OF THE CITY OF SALEM SHALL BE FOLLOWED WHEN GROUND SURVEY WAS PERFORMED ON OR BETWEEN FEBRUARY 12, 2016 & VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAKING. INSTALLING ANY SANITARY SEWER AND STORM DRAIN WORK. BOTH SEWER AND FEBRUARY 24, 2016. STORM DRAIN WORK WILL BE INSPECTED BY CITY OF SALEM PERSONNEL AND ALL 28. EXISTING AND PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ZONING DISTRICT IS CENTRAL DEVELOPMENT (B5). THE CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT THE GAS LINE INSTALLATION & DISCONNECTION SHALL BE BY THE LOCAL GAS COMPANY. THE 2. THE LATEST STANDARDS OF THE CITY OF SALEM SHALL BE FOLLOWED WHEN 3. OVERALL LOT SIZE: 0.51 t ACRES. CONTRACTOR SHALL GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE INSTALLING ANY WATER LINE WORK. WATER LINE WORK WILL BE INSPECTED BY GAS LINE CAN BE INSTALLED. CITY OF SALEM PERSONNEL AND ALL COSTS SHALL INCLUDE PRESSURE TESTING, 4. DURING CONSTRUCTION, ALL VEHICLES MUST BE PARKED ON SITE. DISINFECTING, AND FLUSHING OF LINES. INSPECTION COSTS SHALL BE THE 29. EXISTING & PROPOSED ELECTRIC AND COMMUNICATIONS (TELEPHONE AND RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE 5. DURING CONSTRUCTION, ALL STAGING AND DELIVERIES WILL OCCUR ON SITE. CABLE) SYSTEMS LOCATIONS ARE APPROXIMATE ONLY AND SHALL BE FOR INSTALLATION AND REMOVAL OF ALL NECESSARY DISINFECTING AND FLUSHING COORDINATED AND SCHEDULED WITH THE APPROPRIATE UTILITY COMPANY TAPS AS DIRECTED BY THE CITY. 6. EXTERIOR CONSTRUCTION ACTIVITIES ON THE SITE SHALL NOT COMMENCE PRIOR SERVICING THE PROJECT SITE. TO 7:00 A.M. AND SHALL CEASE NO LATER THAT 6:00 P.M. MONDAY THROUGH 3. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL & PLUMBING DRAWINGS AND FRIDAY, 8:00 A.M. TO 6:00 P.M. SATURDAY AND NOT AT ALL ON SUNDAYS. IF 30. CONTRACTOR IS RESPONSIBLE FOR DIGGING TEST HOLES AND VERIFYING ANY SPECIFICATIONS FOR ACTUAL LOCATION OF ALL ROOF DRAIN LATERALS AND UTILITY HOURS ARE MORE STRINGENT PER THE LOCAL PERMIT REQUIREMENTS THESE EXISTING UTILITY OR STRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE ARE TO BE FOLLOWED. THIS DOES NOT INCLUDE OFF SITE UTILITY WORK. VERIFY THAT BASED ON EXACT LOCATION OF EXISTING UTILITIES, THERE ARE NO PROTECTION WATER SERVICE, ELECTRIC, TELEPHONE, AND NATURAL GAS SERVICE. CONFLICTS BETWEEN THEM AND THE PROPOSED UTILITIES. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A 7. THIS PROJECT WILL BE SERVED BY PUBLIC WATER AND SEWER, NATURAL GAS, MANNER AS TO AVOID CONFLICTS AND COORDINATE WITH THE PROPER AGENCY TELEPHONE, CABLE AND ELECTRIC. ALL UTILITY LINES WILL BE INSTALLED 31. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONDITIONS PROVIDED BY ALL THE LOCATION AND SCHEDULING OF CONNECTIONS WITH THEIR FACILITIES. UNDERGROUND UNLESS OTHERWISE NOTED. GOVERNING AGENCIES AT NO ADDITIONAL COSTS. THIS INCLUDES BUT IS NOT LIMITED TO BUILDING PERMITS, DEMOLITION PERMITS, PLUMBING, GAS, AND 4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, 8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELECTRICAL PERMITS. PERMITS FROM THE PLANNING BOARD OR CITY. THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, 32. IT IS THE CONTRACTORS RESPONSIBILITY TO PROPERLY DISPOSE OF AND ABATE FURNISHED TO THE ENGINEER FOR RESOLUTION. MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ALL BUILDING MATERIALS OR HAZARDOUS MATERIALS ONSITE IN ACCORDANCE ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND WITH ALL STATE, FEDERAL, AND LOCAL LAWS AND REGULATIONS AT NO 5. ABANDONED EXISTING UTILITIES AND UTILITIES TO BE ABANDONED SHALL EITHER BE UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE ADDITIONAL COST TO THE OWNER. ABANDONED IN PLACE AS NOTED OR SHALL BE REMOVED AND DISPOSED OF AS CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST SPECIFIED. ANY UTILITIES 4" OR LARGER ARE TO BE REMOVED. ALL UTILITIES CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING 33. DURING EXCAVATION, ANY EXISTING EARTH CUT MATERIALS THAT DO NOT MEET SCHEDULED FOR ABANDONMENT OR REMOVAL AND DISPOSAL MUST BE AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION THE ORDINARY FILL SPECIFICATIONS OR LOAM SPECIFICATIONS AND CANNOT BE COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE UTILITY OWNER. WHEN WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES AND THE ENGINEER REUSED SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL ABANDONED UTILITIES ARE TO BE LEFT IN PLACE, PLUG OR CAP THE ENDS OF SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES INTERFERING WITH THE COST TO THE OWNERS. MATERIAL WHICH DOES NOT MEET THE SPECIFICATION THE CONDUITS AND PIPES. REMOVE ABANDONED UTILITY MANHOLES, JUNCTION PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE INCLUDES ALL BOULDERS, ROCKS, CONSTRUCTION DEBRIS, AND MISC. MATERIAL. BOXES AND SIMILAR STRUCTURES TO A MINIMUM DEPTH OF 4 FEET BELOW PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE PRIOR TO REUSE, CONTRACTOR TO PROVIDE TESTING REPORT OF SIEVE FINISHED GRADE AND PUNCTURE OR BREAK THE BOTTOM SLABS OF MANHOLES CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE ANALYSIS TO ENGINEER FOR APPROVAL. CONTRACTOR CAN AMEND MATERIALS AND SIMILAR STRUCTURE TO ALLOW DRAINAGE. BACKFILL AND COMPACT PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AT NO ADDITIONAL COST. AND CONTINUE TO RETEST AS NECESSARY AT NO ADDITIONAL COST TO OWNER. EXCAVATIONS RESULTING FROM REMOVAL OF UTILITY FACILITIES, AS REQUIRED TO AFTER AMENDING, THE MATERIAL STILL DOES NOT MEET THE SPECIFICATIONS IT RESTORE THE ORIGINAL GRADE. 9. ALL MAIN BUILDING ENTRANCES AND WALKS SHALL BE HANDICAP ACCESSIBLE IS TO BE REMOVED FROM SITE AT NO ADDITIONAL COST TO THE OWNER AND PER FEDERAL ADA & MAAB REGULATIONS AT NO ADDITIONAL COST TO THE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ALTERATION AND OWNER. REGULATIONS. ADJUSTMENTS OF NATURAL GAS, ELECTRIC, TELEPHONE AND ANY OTHER UTILITY BY THE UTILITY OWNER. 10. ALL SITE WORK DONE FOR THIS PROJECT SHALL BE IN STRICT ACCORDANCE 34. ANY PROPOSED SIGNAGE SHALL BE APPROVED BY SEPARATE APPLICATION TO WITH THE SITE PLANS AND SITE WORK SPECIFICATIONS FOR CONSTRUCTION. THE DIRECTOR OF INSPECTIONAL SERVICES AND/OR THE APPROPRIATE 7. THE CONTRACTOR SHALL USE THE FOLLOWING PIPE MATERIALS: M of MUNICIPAL AUTHORITY INCLUDING BUT NOT LIMITED TO THE ZONING BOARD OF 0 SEWER - PVC (POLYVINYL CHLORIDE), SDR 35 11. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTIES DUE TO THE CONTRACTOR'S APPEALS AND CITY COUNCIL. DRAIN - HDPE (HIGH DENSITY CORRUGATED POLYETHYLENE PIPE WITH WAYNE A. KEENER a ACTIVITIES SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR AT THEIR SMOOTH INNER WALL), ASTM D2321 (UNLESS OTHERWISE SPECIFIED ON PLAN) CIVIL OWN EXPENSE. • WATER - C.L.D.I. (CEMENT LINED DUCTILE IRON) No.41313 12. ALL PROPERTY MARKERS AND STREET LINE MONUMENTS SHALL BE PROPERLY GRADING & DRAINAGE NOTES: 8. REFER TO EROSION CONTROL PLAN FOR EXISTING DRAINAGE STRUCTURES TO BE 0i1S-T PROTECTED DURING CONSTRUCTION. ANY DAMAGE TO THESE ITEMS SHALL BE REMOVED AND UTILITY ABANDONMENT. REPAIRED AND RESTORED BY A SURVEYOR REGISTERED IN THE STATE OF 1. EXISTING PAVEMENT SHALL BE SAW-CUT AND PAVEMENT JOINT SHALL BE MASSACHUSETTS AT THE CONTRACTOR'S EXPENSE. INSTALLED WHERE NECESSARY TO ENSURE A SMOOTH CONTINUOUS GRADE. 9. BEFORE UTILITY WORK BEGINS, THE CONTRACTOR WILL COORDINATE WITH THE CITY OF SALEM THE APPROPRIATE PERMIT AND INSPECTION FEES. b 13. ALL APPLICABLE PERMITS AND AN APPROVED SET OF PLANS SHALL BE 2. THE ARCHITECTURAL PLANS SHALL BE REFERRED TO IN ORDER TO DETERMINE PROFESSION L INEER FOR AVAILABLE AT THE CONSTRUCTION SITE. THE EXACT LOCATIONS OF DOORS, ROOF DRAIN LATERALS AND PRECISE 10. ALL UTILITY CONNECTIONS THROUGH THE BUILDING WALL SHALL BE BY MEANS OF ALLEN & MAJOR ASSOCIATES, INC. BUILDING DIMENSIONS. FLEXIBLE JOINTS. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRECONSTRUCTION MEETING THE WITH THE APPROPRIATE CITY DEPARTMENTS, THE APPROPRIATE 3. ALL GRADING OPERATIONS SHALL BE COORDINATED WITH THE APPROPRIATE 11. ALL WATER GATES TO PROPOSED HYDRANTS ARE 6" DIAMETER UNLESS NOTED. UTILITY COMPANIES, THE OWNER AND OWNER'S REPRESENTATIVE. THE MEETING UTILITY COMPANIES. SHALL TAKE PLACE PRIOR TO THE START OF CONSTRUCTION AND THE 12. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED BETWEEN CONTRACTOR MUST PROVIDE 48 HOURS NOTICE TO ALL ATTENDEES PRIOR TO 4. IN LANDSCAPED AREAS THE TOP ELEVATION OF MANHOLES SHALL MATCH THE WATER MAINS AND SANITARY SEWER MAINS AND/OR STORM DRAINS. WHENEVER THE START OF THE MEETING. FINISH GRADE OF THE TOPSOIL. IN PAVED AREAS THE TOP ELEVATIONS OF CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER MAIN, THE MANHOLES SHALL MATCH FINISH GRADE. WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH AND THE DIFFERENCE IN 15. APPROPRIATE WARNING SIGNS, MARKERS, BARRICADES AND/OR FLAG MEN SHALL 5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED AS SOON ELEVATION BETWEEN THE WATER MAIN AND THE SEWER MAIN SHALL BE AT LEAST BE PROVIDED TO REGULATE TRAFFIC. CONSTRUCTION TRAFFIC CONTROLS SHALL 18 INCHES. BE IMPLEMENTED AND OPERATED ACCORDING TO THE MASSDOT STANDARDS, THE AS POSSIBLE UPON COMPLETION OF CONSTRUCTION WORK IN THE AREA. REV DATE I DESCRIPTION MANUAL N UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE LOCAL 13. ALL FILL MATERIAL S TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF 6. TEMPORARY STRAW BALE PROTECTION AND/OR SILT SACK SHALL BE INSTALLED PROPOSED UTILITIES. AUTHORITY APPLICANT\OWNER: AND MAINTAINED AT EXISTING DRAINAGE STRUCTURES DURING CONSTRUCTION, US-DS SALEM JV. LLC 16. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL BENCHMARK TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE DRAINAGE SYSTEM. 14. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS O URBAN SPACES, LLC. INFORMATION IF REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING 7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES BEFORE CONNECTING TO ANY EXISTING LINE. C/C/ FIRST STREET AND PROTECTING ALL EXISTING BENCHMARKS. IF IT IS NECESSARY TO RELOCATE A BENCHMARK, IT SHALL BE RELOCATED BY A MASSACHUSETTS PROFESSIONAL INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. 15. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. CAMBRIDGE, MA 02141 LAND SURVEYOR AND DONE SO AT THE CONTRACTOR'S EXPENSE. 8, ALL CATCH BASINS, MANHOLES, INFILTRATION SYSTEMS, AND WATER QUALITY 16. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AT LAN 141t4 G BOARD PROJECT. 17. ALL BUILDING DIMENSIONS ARE MEASURED TO THE OUTSIDE FACE OF THE STRUCTURES CONSTRUCTION SILT ANDCLEANSED PRIOR TO FINAL APPROVAL TO REMOVE ALL BENDS. ., APPROVED � I O�� BUILDING. 17. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 5'-0" COVER ON ALL WATERLINES t P� 65 WASHINGTON STREET 18. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. 9. IF ANY EXISTING UTILITY STRUCTURES TO REMAIN ARE DAMAGED DURING AND A MAXIMUM OF 8'-0" COVER. SITE PLAN CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR SALEM, MA 19. ALL PARKING AND AISLE DIMENSIONS ARE TAKEN FROM THE FACE OF CURB AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO 18. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, AND INDICATE EDGE OF PAVEMENT. EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST. STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE 20. CONSTRUCTION DURING WET WEATHER OR WINTER CONDITIONS IS TO BE 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON ANTICIPATED AND PROVISIONS TO ADEQUATELY ADDRESS THESE CONDITIONS CONNECTION AT STRUCTURE IS WATERTIGHT. BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH PROJECT NO. 2198-01 DATE: 10-26-17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST. APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" 11. ALL STORM DRAIN MANHOLES SHALL HAVE TRAFFIC BEARING RING & COVERS & CLEARANCE BETWEEN THE PIPES. WHERE THE WATERLINE IS LESS THAN THE 18" SCALE: DWG. NAME: C 2198-01 21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY SHALL BE LABELED "DRAIN". VERTICAL CLEARANCE AND MEETING 10' HORIZONTAL CLEARANCE CANNOT BE MET, PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK THE WATER MUST BE ENCASED IN CONCRETE TO MEET THE REQUIREMENTS OF DESIGNED BY: DR CHECKED BY. WK INCLUDING BUT NOT LIMITED TO DEMOLITION. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). PREPARED BY: ALL NATURAL AND PAVED AREAS. 19. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION 22. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISC. s CONSTRUCTION DEBRIS FILL IS THE RESPONSIBILITY OF THE CONTRACTOR AND 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE STRENGTH OF 3000 P.S.I. MUST BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, SIX INCHES (6") OF TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS , AND LOCAL MUNICIPAL REQUIREMENTS AT NO ADDITIONAL COST. IN ACCORDANCE WITH LANDSCAPE & CIVIL SPECIFICATIONS & DRAWINGS UNTIL 20. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE A HEALTHY STAND OF GRASS IS OBTAINED. LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE 23. ALL DISTURBED AREAS NOT NOTED TO RECEIVE OTHER TREATMENT ARE TO WATER, SEWER, GAS AND ELECTRICAL AND TELECOMMUNICATIONS LINES. RECEIVE SIX INCHES (6") MINIMUM OF TOPSOIL & SEED, AND BE MAINTAINED 14. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR / ALLEN & MAJOR UNTIL ESTABLISHED & ACCEPTED. STEEPER. 21. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO 24. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, 15. ALL DRAINAGE SHALL CONFORM TO LOCAL REQUIREMENTS. ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. ASSOCIATES INC. REMOVED OR RELOCATED AS NECESSARY. 22. ALL HYDRANTS SHALL MEET LOCAL MUNICIPAL SPECIFICATION REQUIREMENTS AND civil & structural engineering • land surveying 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF SALEM REQUIREMENTS. environmental consulting ♦landscape architecture NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & w w w . a l l e n m a ,j o r , c o m 100 COMMERCE WAY 23. DOMESTIC WATER SERVICES SHALL BE INSTALLED WITH APPROPRIATELY SIZED GATE, POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE ;, CITY OF SALEM'S GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE BOX, AND TEE FITTINGS. P.O. BOX 2118 WOBURN MA 01888-0118 APPROVED BY SUCH. 24. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION AND TEL: (781) 935-6889 TESTING REQUIREMENTS SHALL MEET OR EXCEED THE CITY OF SALEM FAX: (781) 935-2896 26. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO REQUIREMENTS. WOBURN, MA • LAKEVILLE, MA • MANCHESTER, NH TRaRNg JnCT POINT OF SERVICE CONNECTION AND DISCONNECTION AT THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. 25. PRESSURE AND LEAKAGE TEST, DISINFECTION AND FLUSHING SHALL BE IN CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE ACCORDANCE WITH ALL LOCAL AND MUNICIPAL STANDARDS AND REQUIREMENTS. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 26. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH THE APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE UTILITY TESTS, FLUSHING AND INSPECTIONS AS REQUIRED BY THE LOCAL MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALIEN&MAJOR ASSOCIATES,INC MAY REMOVE ALL MUNICIPALITY. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND 27. SEWER PIPE BEDDING MATERIAL SHALL BE AS SPECIFIED ON THE DRAWINGS. IF SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF LOCAL OR STATE AUTHORITIES REQUIRE DIFFERENT BEDDING OR BACKFILL ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. BEFORE YOU DIG MATERIAL, THEN THE MORE STRINGENT SHALL APPLY. DRAWING TITLE: SHEET No. CALL 811 OR 28. DRAWINGS DO NOT NECESSARILY SHOW ALL EXISTING UTILITIES. 1-888-DIG-SAFE ABBREVIATIONS & NOTES C-001 1-888-344-7233 Copyig6tQ2 en e Asociste�lac.N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_ABBREVIATIONS & NOTES.DWG AffRi isResrrvd EROSION SEDIMENTATION EROSION & SEDIMENTATION CONTROL NOTES (CONTINUED): MAINTENANCE: & $ IMENTATION CONTROL NOTES. � �- ALL MEASURES STATED ON THE STORMWATER POLLUTION PREVENTION PLANS, SHALL BE CONSTRUCTION GENERAL PERMIT NOTES AND NARRATIVE: 1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION BY CONTRACTOR UNTIL NO LONGER REQUIRED ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS TO SILT CONTROLS 17. NOT INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL TOP OF STOCKPILES SHALL BE COVERED IN SUCH MANNER THAT STORMWATER DOES FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION NARRATIVE: THE STORMWATER POLLUTION PREVENTION PLANS CONSIST OF THE EROSION CONTROL PLANS TOGETHER WITH EXISTING CONDITIONS SHOWN ON THE APPROVED PLANS AS A RESULT OF ACTUAL FIELD CONDITIONS OR AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN CONSTRUCTION PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH B.M.P. BEST USE. ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS PLANS, GRADING PLANS, ABBREVIATIONS AND NOTES SHEETS, AND DETAIL SHEETS. MANAGEMENT PRACTICES) PER THE E.P.A. 2017 "CONSTRUCTION GENERAL PERMIT" 18. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: MANUAL, AND MASSACHUSETTS 2003 EROSION & SEDIMENT CONTROL GUIDELINES FOR MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO THE EROSION CONTROL PLAN WILL BE IMPLEMENTED TO: URBAN AND SUBURBAN AREAS, ANY SUCH MODIFICATIONS FROM THE ABOVE MANUALS EROSION SHALL BE LEFT DISTURBED AND UNSTABILIZED FOR PERIODS LONGER THAN IS 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHALL BE INSTALLED AS APPROVED BY THE ENGINEER. ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE CONSTRUCTION WORK SHOW SIGNS OF UNDERMINING, OR DETERIORATION. A. TREAT EROSION AS SOON AS POSSIBLE AFTER DISTURBANCE. 2. AREAS OF EXPOSED SOIL UNDERGOING CONSTRUCTION THAT WILL NOT BE OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A HEALTHY STAND OF GRASS IS MAINTAINED AREAS SHOULD BE FERTILIZED WATERED AND RESEEDED AS B. PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION AREA AND . COVERED AND OR FINISHED GRADED SHALL BE STABILIZED AS SOON AS PRACTICABLE 19. CULVERT PIPE INLETS AND OUTFALLS SHALL BE PROTECTED BY STRAW BALE FILTERS ENTERING THE RECEIVING WATERS. BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY (UNLESS AND STONE CHECK DAMS UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. NEEDED. CITY HAS STRICTER REQUIREMENTS WHICH SHALL BE FOLLOWED) IN THAT PORTION OF C. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE EROSION. THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY EROSION CONTROL 20. STRAW BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH 3. ALL SEDIMENT CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF MEASURES SHALL INCLUDE EROSION CONTROL MESH, NETTING OR MULCH AS DIRECTED BASINS. NO SEDIMENTATION SHALL ENTER THE ON-SITE OR OFF-SITE DRAINAGE DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE TUBULAR SEDIMENT CONTROLS D. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR BY THE OWNER'S REPRESENTATIVE AND SHOWN ON THE DESIGN PLANS. IF MULCH IS SYSTEMS AT ANY TIME. WHEN IT REACHES HALF THE HEIGHT OF THE CONTROL MEASURE OR AS REQUESTED BY CONSTRUCTION. USED, STRAW MULCH SHALL BE APPLIED AT THE RATE OF 4 BALES PER 1,000 SQUARE THE OWNER OR ENGINEER. FEET. APPLICATION AREA SHALL BE SUFFICIENTLY COVERED WITH MULCH TO AVOID ANY 21. ALL EROSION CONTROL MEASURES SHALL BE ROUTINELY INSPECTED, CLEANED AND 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL VISIBLE SOIL EXPOSURE. MULCH SHALL BE KEPT MOIST TO AVOID LOSS DUE TO WIND. REPAIRED OR REPLACED AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY MULCH AND NETTING SHALL BE APPLIED IN THE BASE OF ALL GRASSED WATERWAYS, IN IN ADDITION, INSPECTION SHALL TAKE PLACE WEEKLY AND BEFORE AND AFTER EACH REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS VEGETATIVE SLOPES WHICH EXCEED 15% AND DISTURBED AREAS WITHIN 100 FEET OF RAINFALL EVENT. DEMAND. WETLANDS OR STREAMS. 22. ALL PROPOSED SLOPES EQUAL TO OR GREATER THAN 3:1 SHALL BE STABILIZED WITH 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION 3. IF DISTURBED AREAS DO NOT RECEIVE FINAL SEEDING BY OCTOBER 1ST OF THE JUTE MESH AND PROTECTED FROM EROSION UNTIL WORK IS COMPLETE AND GROUND (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF CONSTRUCTION YEAR, THEN ALL DISTURBED AREAS SHALL BE SEEDED WITH A WINTER COVER IS ESTABLISHED. THE TEMPORARY PARKING AS CONDITIONS DEMAND. COVER CROP AT THE RATE OF 3 LBS PER 1,000 SQUARE FEET. WINTER SEEDING SHALL BE COVERED WITH EROSION CONTROL MESH (MULCH AND NETTING). HEAVY 23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL STRAW BALES AND 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN GRADE MATS SHALL BE USED IN THE BASE OF ALL GRASSED WATERWAYS ON EXTRA SILTATION FENCING FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT VEGETATED SLOPES IN EXCESS OF 15%, AND ANY DISTURBED AREAS WITHIN 100 FEET THE CITY ENGINEER TO MITIGATE ANY EMERGENCY CONDITION. BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. OF WETLANDS OR STREAMS. MULCH AND NETTING SHALL ALSO BE PROVIDED FOR ADDITIONAL WINTER PROTECTION. 24. AS CONSTRUCTION DISTURBANCE IS NOT GREATER THAN 1 ACRE, A NATIONAL POLLUTANT ABBREVIATIONS: 4. ALL TOPSOIL SHALL BE COLLECTED, STOCKPILED, SEEDED WITH RYE AT 3 LBS PER DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT NOI, AND ABAN ABANDON 1,000 SQUARE FOOT AND MULCHED, AND REUSED AS REQUIRED. SILTATION FENCING STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL NOT NEED TO BE SUBMITTED ADA AMERICANS WITH DISABILITIES ACTS SHALL BE PLACED DOWN GRADIENT FROM STOCKPILED LOAM. LOAM SHALL BE TO THE EPA. ADJ ADJUST STOCKPILED AT LOCATIONS DESIGNATED BY THE OWNER AND ENGINEER. 25. OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION 5. ALL FILTER BARRIERS, SILT SACKS, AND EROSION CONTROL BERMS SHALL BE INSTALLED GENERAL PERMIT NOI. WEEKLY SWPPP INSPECTION REPORTS TO BE PERFORMED BY B BORING ACCORDING TO THE EROSION CONTROL PLAN. THESE SHALL BE MAINTAINED DURING CONTRACTOR. COPIES OF ALL SWPPP INSPECTION REPORTS SHALL BE PROVIDED TO THE BC BOTTOM OF CURB DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER. ALL THE FILTER BARRIERS CITY OF SALEM, EPA, DEP, OR ANY OTHER AUTHORITY REQUESTING THEM WITHIN 3 DAYS BIT BITUMINOUS AND EROSION CONTROL BERMS SHALL BE INSPECTED AFTER ANY RAINFALL OR RUNOFF OF EACH INSPECTION. BLDG BUILDING L LENGTH EVENT, MAINTAINED AND CLEANED UNTIL ALL AREAS HAVE AT LEAST 85-90% VIGOROUS BM BENCH MARK LP LIGHT POLE PERENNIAL COVER OF GRASSES. 26. APPLICABLE WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF SALEM, MA DEP, BOS BOTTOM OF SLOPE of EPA CONSTRUCTION GENERAL PERMIT STANDARDS. ALL CONSTRUCTION SHALL CONFORM BOW BOTTOM OF WALL MAT MATERIAL 6. ADJACENT ROADS SHALL BE PERIODICALLY SWEPT OR WASHED TO AVOID TRACKING MUD, TO THE APPLICABLE SITE PLAN REGULATIONS FROM THE CITY OF SALEM AND USDA SOIL MAX MAXIMUM WAYNE A. DUST OR DEBRIS FROM THE CONSTRUCTION AREA AS OFTEN AS NECESSARY WHICH BV&B BUTTERFLY VALVE & BOX CONSERVATION SERVICE VEGETATIVE PRACTICES IN SITE DEVELOPMENT. MH MANHOLE KEEFNER � ( BVW BORDERING VEGETATED WETLAND CIVIL N COULD BE ON A DAILY BASIS) TO REMOVE ANY SOIL OR SEDIMENTS AT NO ADDITIONAL MIN MINIMUM 27. A WATERING TRUCK SHALL BE USED TO PERIODICALLY SPRINKLE CONSTRUCTION AREAS MISC MISCELLANEOUS No.41313 CONSTRUCTION AREAS IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING CB CATCH BASIN COST TO THE OWNER. A WATERING TRUCK WILL BE USED TO PERIODICALLY SPRINKLE IN ORDER TO KEEP THE LEVEL OF DUST TO A MINIMUM DURING THE DRY MONTHS AND CAN CABLE TELEVISION MTD MOUNTED �clsT AS REQUIRED. THE DRY MONTHS AT NO ADDITIONAL COST TO THE OWNER. CF CUBIC FEET MW MONITORING WELL 28. IF DEWATERING IS NECESSARY IT SHALL ONLY BE COMPLETED AS FOLLOWS: THE CFS CUBIC FEET PER SECOND 7. THE CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID ALLOWING SEDIMENTS TO N NORTH DISCHARGE SHALL BE STOPPED IMMEDIATELY IF THE RECEIVING AREA SHOWS ANY SIGN CI CAST IRON (PIPE) ENTER THE STORM DRAIN SYSTEM DURING CONSTRUCTION. BOTH EXISTING AND NIC NOT IN CONTRACT ALL CHANNELS SWALES AND DITCHES DUG FOR C. L CENTERLINE 11 �) PROPOSED CATCH BASIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION BY THE OF INSTABILITY OR EROSION NO NUMBER USE OF SILT SACKS AND/OR STRAW BALE BARRIERS AROUND EACH INLET AS NOTED DISCHARGING WATER FROM THE EXCAVATED AREA SHALL BE STABLE PRIOR TO DIRECTING CLDI CEMENT LINED DUCTILE IRON (PIPE) NTS NOT TO SCALE PROFEE& AL MGINEEIR FOR ON THE PLANS. INLET PROTECTION MAY BE REMOVED ONLY AFTER FINISHED AREAS DISCHARGE TO THEM. IF A CONSTRUCTION EQUIPMENT BUCKET IS USED, IT SHALL CLF CHAIN LINK FENCE ALLEN & MAJOR ASSOCIATES, INC. ARE PAVED AND THE VEGETATED SLOPES ARE ESTABLISHED WITH AT LEAST 85-90% OF EMPTY THE MATERIAL TO A STABLE AREA. NO DEWATERING SHALL OCCUR DURING CMP CORRUGATED METAL PIPE OC ON CENTER VIGOROUS PERENNIAL GROWTH. PERIODS OF INTENSE, HEAVY RAIN. FLOW TO THE SEDIMENT REMOVAL STRUCTURE SHALL CO CLEAN OUT OD OUTSIDE DIAMETER NOT EXCEED THE STRUCTURES CAPACITY TO SETTLE AND FILTER FLOW OR ITS VOLUME CONC CONCRETE OHW OVERHEAD WIRE 8. AS APPLICABLE, EROSION CONTROL MESH SHALL BE APPLIED IN ACCORDANCE WITH THE CAPACITY. WHENEVER POSSIBLE, THE DISCHARGE FROM THE SEDIMENT REMOVAL CONST CONSTRUCTION OVHD OVERHEAD PLANS OVER ALL FINISHED SEEDED AREAS AS SPECIFIED ON THE DESIGN PLANS. STRUCTURE SHALL DRAIN TO A WELL-VEGETATED BUFFER BY SHEET FLOW WHILE CONT CONTRACTOR OW OBSERVATION WELL MAXIMIZING THE DISTANCE TO THE NEAREST WATER RESOURCE AND MINIMIZING THE CRD COORDINATE SLOPE OF THE BUFFER AREA. THERE SHALL BE NO DIRECT DISCHARGE TO EXISTING CUL CULVERT PC POINT OF CURVATURE 9. AT A MINIMUM, ALL STRAW BALES, SILT FENCE AND FILTER FABRIC SHALL REMAIN IN PLACE UNTIL SEEDINGS OR PLANTINGS HAVE BECOME 85-90% ESTABLISHED. THE CITY WETLANDS OR STREAMS. ALL DISCHARGE SHALL BE IN COMPLIANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS. CY CUBIC YARD PCC PRECAST CONCRETE CURB OF SALEM MUST APPROVE THE REMOVAL OR RELOCATION OF ANY OF THE STRAW BALES PI POINT OF INTERSECTION AND FILTER FABRIC. ONCE THE STRAW BALES AND SILT FENCE IS REMOVED THE DB DISTRIBUTION BOX PL PROPERTY LINE 29. INITIATE STABILIZATION IMMEDIATELY IF CONSTRUCTION WORK TEMPORARILY OR POC POINT ON CURVATURE AREAS ARE TO BE LOAM AND SEEDED TO ACHIEVE FULL STABILIZATION. PERMANENTLY CEASES. DBL DOUBLE REV DATE DESCRIPTION DEM DEMOLISH POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE APPLICANT\OWNER: DEM DETENTION 10. AT THE OWNER'S DISCRETION ADDITIONAL EROSION CONTROL MEASURES MAY BE 30. ALL DISCHARGES FROM POLLUTION SOURCES IS PROHIBITED ONSITE SUCH AS FUELS, PROP P PROPOSED REQUIRED TO MAINTAIN STABILITY OF EARTHWORKS AND FINISHED GRADED AREAS. THE WASTEWATER FROM WASH OUT OF CONCRETE WASTEWATER FROM CLEAN OUT OF PAINTS DIA DIAMETER US-DS SALEM JV. LLC PT POINT (OR POINT OF TANGENT) CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING FORM RELEASE OILS, SOLVENTS, ADHESIVES, CURING COMPOUNDS, POLLUTANTS USED DI DUCTILE IRON (PIPE) PVC POLYVINYL CHLORIDE (PIPE) C/O URBAN SPACES, LLC. ANY ADDITIONAL MEASURES AS SPECIFIED BY THE OWNER. THIS INCLUDES BUT IS NOT FOR MAINTENANCE OF VEHICLES AND EQUIPMENT, SOAPS & SOLVENTS, TOXIC OR DIM DIMENSION 111 FIRST STREET LIMITED TO REQUESTS BY MA DEP, THE ENGINEER AND THE MUNICIPALITY, AS HAZARDOUS SUBSTANCES, CHEMICALS AND OILS. IF A POLLUTANT IS DISCHARGED IT DMH DRAIN MANHOLE R&R REMOVE & RESET �� CAMBRIDGE, MA 02141 AUTHORIZED BY THE OWNER. FAILURE TO COMPLY WITH THE OWNER'S DIRECTIONS WILL SHALL BE IMMEDIATELY CLEANED UP BY REMOVING THE CHEMICAL AND AFFECTED SOIL DW DOMESTIC WATER (OR DRY WELL) 0�e RESULT IN DISCONTINUATION OF CONSTRUCTION ACTIVITIES. OR AREA OF SPILL FROM THE SITE IN ACCORDANCE WITH BOTH THE MANUFACTURER DWG DRAWING �� PROJECT: RCP REINFORCED CONCRETE PIPE RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REQUIREMENTS. DO NOT HOSE DOWN DYCL DOUBLE YELLOW CENTERLINE RD ROAD (OR ROOF DRAIN) `-- ROVF•-D . 11. INSPECTIONS AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED AND SPREAD SPILLED ITEM. ALL CHEMICALS USED ON THE SITE SHALL BE IN THROUGH RELOCATE DURING H HE DURATION OF CONSTRUCTION CONST COCLE. WEEKLY NSTRUCTION ON ACTIVITY. INSPECTIONS IINSPEC ION REPORTS STORMWATELEAK-PROOR NOLETS, AND DRANTAINERS INAGE ED WMEASUR MEAY FROM ASURES. PILL DK TSSSHALLEBE AAVAILABLE ONSITE EL H ELEVATION ELECTRIC HANDHOLE REM RELOC REMOVE ` fi g 65 WAS H I N GTO N STREET SHALL BE MAINTAINED BY THE CONTRACTOR AND LOCATED IN THE CONTRACTORS FIELD FOR EMERGENCY USE. THERE SHALL BE A SECONDARY CONTAINMENT MEASURE FOR ALL ELEC ELECTRIC RET RETAIN OFFICE ONSITE. IN ADDITION TO THE NORMAL WEEKLY INSPECTIONS, THE CONTRACTOR CHEMICALS IN ADDITION TO SPILL-PROOF CONTAINERS. EMH ELECTRIC MANHOLE ROW RIGHT OF WAY SALEM, MA SHALL PERFORM AN INSPECTION OF ALL EROSION CONTROL MEASURES AFTER EACH EOP EDGE OF PAVEMENT RR RAILROAD RAINFALL OR RUNOFF EVENT, AND PERFORM THE NECESSARY REPAIRS. THE 31. PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPLICABLE CONTRACTOR PERSONNEL FOR EDGE OF ROAD RWY ROADWAY INSPECTIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE SITE'S DOWN STREAM MUST HAVE AN UNDERSTANDING OF THE EPA CONSTRUCTION GENERAL PERMIT EOW EDGE OF WETLANDS SD SUBDRAIN DISCHARGE POINTS. REQUIREMENTS AND THEIR SPECIFIC RESPONSIBILITIES UNDER THE PERMIT. AT A ETC ELECTRIC, TELEPHONE, CABLE SF SQUARE FEET PROJECT NO. 2198-01 DATE: 10-26-17 MINIMUM, PERSONNEL MUST BE TRAINED AND UNDERSTAND THE FOLLOWING: LOCATION EXIST EXISTING SGC SLOPED GRANITE CURB 12. IF ANY EVIDENCE OF SEDIMENTATION IS OBSERVED AT THE STORMWATER OF ALL STORMWATER CONTROLS AND HOW TO MAINTAIN THEM, PROCEDURES FOR EXT EXTERIOR SMH SEWER MANHOLE MANAGEMENT AREA INLETS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE A COMPLYING WITH THE POLLUTION PREVENTION REQUIREMENTS. PROCEDURES FOR SP STANDPIPE SCALE: DWG. NAME: C 2198-01 PLAN TO THE ENGINEER TO REMOVE ANY ACCUMULATED SEDIMENT IN THESE AREAS. CONDUCTING INSPECTIONS, RECORDING FINDINGS, AND TAKING CORRECTIVE ACTION. FCC FLUSH CONCRETE CURB SPEC SPECIFICATION THE CONTRACTOR SHALL ALSO IMMEDIATELY PROVIDE ADDITIONAL ON SITE EROSION AND FES FLARED END SECTION STA STATION DESIGNED BY: DR CHECKED BY: WK SEDIMENTATION CONTROL MEASURES TO PREVENT FURTHER DEGRADATION OF THE AREA. 32. ALL SEDIMENT TRACKED ONTO ROADWAYS MUST BE REMOVED AT END OF EACH WORK FFE FINISH FLOOR ELEVATION STD STANDARD PREPARED BY. DAY. SWEL SOLID WHITE EDGE LINE FPS FEET PER SECOND SW SIDEWALKt ; r i. 13. FOLLOWING THE TEMPORARY OR FINAL SEEDING, THE CONTRACTOR SHALL 33. ALL USE OF CATIONIC TREATMENT CHEMICALS EXAMPLES INCLUDE POLYMERS, CHITOSAN, FS FIRE SERVICE SWILL SOLID WHITE LANE LINE INSPECT THE WORK AREA SEMI-MONTHLY TO ENSURE THE AREAS HAVE A ( FT FOOT/FEET SYCL SOLID YELLOW CENTERLINE MINIMUM OF 85-90% VEGETATED VIGOROUS GROWTH. RE-SEEDING SHALL BE CARRIED CATIONIC PAM, FLOCCULANTS OR OTHER CHEMICAL UTILIZED FOR STABILIZATION) ARE PROHIBITED. IF ALL OTHER AVAILABLE STABILIZATION MEASURES ARE NOT POSSIBLE AND rt OUT BY THE CONTRACTOR WITH FOLLOW UP INSPECTIONS IN THE EVENT OF ANY FAILURES UNTIL VEGETATION IS ADEQUATELY ESTABLISHED. USE OF CATIONIC CHEMICALS IS ABSOLUTELY NECESSARY THE CONTRACTOR SHALL GC GENERAL CONTRACTOR f CONTACT THE EPA NEW ENGLAND OFFICE IN WRITING FOR APPROVAL AND SPECIFIC GEN GENERAL TB TEST BORING GG GAS GATE TC TOP OF CURB ALLEN & MAJOR 14. CONTRACTOR & ALL SITE SUBCONTRACTORS SHALL BE FAMILIAR WITH & FOLLOW ALL REQUIREMENTS (MAXIMUM DOSAGE RATE, RESIDUAL TESTING, SPECIFIC LIMITATIONS, ETC) TD TRENCH DRAIN APPROVED PERMITS AND CONDITIONS. CONTA CTOR SHALL MAINTAIN A COPY OF ALL PRIOR TO USE. GR GUIDE RAIL TEL, T TELEPHONE APPROVED PERMITS ONSITE. ALL CONDITIONS & RECOMMENDATIONS WITHIN THE GRAN GRANITE TMH TELEPHONE MANHOLE ASSOCIATES INC. APPROVED PERMITS SHALL BE COMPLETED. 34. IF USING NON-VEGETATIVE STABILIZATION MEASURES, IT MUST BE COMPLETED NO LATER GV GATE VALVE TOS TOP OF SLOPE THAN 14 DAYS AFTER INITIATING STABILIZATION. ALL AREAS OF EXPOSED SOILS MUST BE GV&B GATE VALVE & BOX TOW TOP OF WALL COVERED. GW GROUND WATER civil & structural engineering ♦ land surveying TP TEST PIT 15. ALL EROSION MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL BE TYP TYPICAL environmental consulting ♦landscape architecture ADEQUATE TO MAINTAIN SEDIMENT ON SITE. ANY MODIFICATIONS SHALL BE INSTALLED w w w a 1 1 e n m a j o r c o m AS DIRECTED BY THE ENGINEER OR THE CITY OF SALEM. 35. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE AT LEAST ONCE EVERY 7 H HORIZONTAL 100 COMMERCE WAY DAYS BY THE CONTRACTOR. AT A MINIMUM INSPECTIONS SHALL INCLUDE ALL DISTURBED HOR HORIZONTAL UD UNDERDRAIN P.O. Box 2118 16. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED DURING AREAS, ALL STORMWATER CONTROLS AND POLLUTION PREVENTION MEASURES, ALL HT HEIGHT UP UTILITY POLE WOBURN MA 01118-0118 CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND LOCATIONS WHERE STABILIZATION MEASURES HAVE BEEN IMPLEMENTED, EQUIPMENT AND HW HEADWALL TEL: (781) 935-6889 GROUND COVER IS ESTABLISHED. MATERIAL STORAGE AREAS, ALL AREAS WHERE STORMWATER FLOWS AND ALL POINTS OF HWY HIGHWAY V VERTICAL FAX: (781) 935-2896 DISCHARGE. WHEN CORRECTIVE ACTIONS ARE REQUIRED, THE CONTRACTOR MUST HYD HYDRANT VCP VITRIFIED CLAY PIPE WOBURN, MA • LAKEVILLE, MA • MANCHESTER, NH IMMEDIATELY TAKE ALL STEPS TO PREVENT POLLUTANT DISCHARGES UNTIL A PERMANENT VERT VERTICAL DIG SAFE SOLUTION IS IMPLEMENTED. AS NECESSARY NEW OR MODIFIED CONTROLS MUST BE ID INSIDE DIAMETER VGC VERTICAL GRANITE CURB THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. INSTALLED AND OPERATIONAL, THE REPAIR MUST BE COMPLETED WITHIN 7 DAYS FROM CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE THE TIME OF DISCOVERY. WITHIN 24 HOURS OF A TRIGGERING CONDITION OCCURRING IN INCHES WG WATER GATE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC THAT REQUIRES A CORRECTIVE ACTION, A CORRECTIVE ACTION REPORT MUST BE INCL INCLUDE WM WATER MAIN MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC COMPLETED. INST INSTALLED WMH WATER MANHOLE APPLICATION TO THIS PROJECT. DUE TO THE POTENTIAL THAT THE INV, I.E. INVERT, INVERT ELEVATION WSO WATER SHUTOFF MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR . OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR 1-888-DIG-SAFE ABBREVIATIONS & NOTES C-002 1-888-344-7233 Coprglt�1 jarAssociste�Inc.N.\PROJECTS\2 198-01\CIVIL\DRAWINGS\CURRENT\C-2198-0 1-ABBREVIA TIONS & NOTES.DWG AfiRi htsRaerved STORMWATER POLLUTION PREVEhMON PLAN 2.1 GENERAL 2.3 MAINTENANCE FOR GRADING AND DRAINAGE SEE DRAWING SHEET C-104. 2.3.1 DURING THE PERIOD OF CONSTRUCTION AND/OR UNTIL LONG TERM VEGETATION IS ESTABLISHED: 2.1.1. THE FIRST STAGE INVOLVES ACTIVITIES NEEDED TO ADDRESS STORMWATER MANAGEMENT; EXCAVATING SEEDED AREAS SHALL BE FERTILIZED AND RESEEDED AS NECESSARY TO INSURE VEGETATION ESTABLISHMENT. MATERIAL DESIGNATED FOR OFF—SITE REMOVAL OR ON—SITE RELOCATION; AND FENCING SELECTED AREAS. STAGE ONE WILL PREPARE SITE FOR CONVENTIONAL CONSTRUCTION. 2.3.2 TEMPORARY SEDIMENTATION BASINS SHALL BE CHECKED AFTER EACH SIGNIFICANT RAINFALL AND NO LESS THAN WEEKLY, AND CLEANED AS NEEDED TO RETAIN STORAGE CAPACITY. 2.1.2. THE SECOND STAGE WILL CONSIST OF ROUTINE CONSTRUCTION INVOLVING DEMOLITION, PAVING, LANDSCAPING AND UTILITIES. 2.3.3 TEMPORARY DRAINAGE SWALES SHALL BE CHECKED WEEKLY AND REPAIRED WHEN NECESSARY. 2.1.3. THERE ARE GENERAL PHASES OF CONSTRUCTION AS IDENTIFIED BELOW. IN EACH PHASE OF 2.3.4 THE HAYBALE AND SILTATION FENCING BARRIERS AND OTHER EROSION AND SEDIMENT CONTROL CONSTRUCTION, IMPLEMENT STANDARD EROSION AND SEDIMENT CONTROL PRACTICES PRIOR TO INITIATING EARTH MEASURES/DEVICES SHALL BE INSPECTED, CLEANED, REPLACED AND/OR REPAIRED AS NECESSARY, AND NO DISTURBING ACTIVITIES, AND MAINTAIN THESE PRACTICES THROUGHOUT THE COURSE OF CONSTRUCTION. LESS THAN WEEKLY, AND AFTER EACH SIGNIFICANT RAINFALL. ACCUMULATED SEDIMENTS SHALL BE REMOVED WHEN THEY REACH HALF THE HEIGHT OF THE BARRIER. TYPICAL PRACTICES TO BE APPLIED TO THE SITE INCLUDE THE FOLLOWING: PRIOR TO DEMOLITION AND EARTH DISTURBANCE IN ANY WORK AREA, INSTALL SILTATION BARRIERS (BALES OR 2.4. GENERAL SILT FENCE WITH BALES) BETWEEN THE WORK AREA AND THE AREA(S) TO WHICH IT DRAINS. 2.4.1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE DISCHARGE WATER FROM DEWATERING OPERATIONS TO A TEMPORARY SILTATION TRAP OR SEDIMENTATION BASIN. WITH (USDA) NATURAL RESOURCES CONSERVATION SERVICE (NRCS, FORMERLY SCS) GUIDELINES AND ALL LOCAL MUNICIPAL REGULATIONS. PROVIDE TEMPORARY BERMS AND SWALES TO DIVERT SURFACE WATER AWAY FROM THE AREAS THAT WILL BE EXPOSED BY CONSTRUCTION ACTIVITY TO MINIMIZE THE AMOUNT OF SURFACE WATER COMING INTO CONTACT WITH 2.4.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS EXPOSED SOILS. PROVIDE STABLE OUTLETS FOR THESE DEVICES, AND LINE OR VEGETATE THESE DIVERSIONS TO AND BENCH MARKS NECESSARY FOR THE WORK. PROVIDE FOR DEVICES, AND LINE OR VEGETATE THESE DIVERSIONS TO PROVIDE FOR THEIR STABILITY DURING CONSTRUCTION. 2.4.3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITEWORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CONSTRUCTION, LIMIT THE EXTENT OF EXPOSED SOILS TO AREAS THAT CAN BE WORKED AND RESTABILIZED WITHIN THE AND SHALL REMAIN IN PLACE UNTIL ALL SITEWORK IS COMPLETE AND GROUNDCOVER IS ESTABLISHED. CONSTRUCTION SEASON AND DURING THE SPECIFIC CONSTRUCTION PHASE. WHEN EARTHWORK CONSTRUCTION ACTIVITY IN AN AREA IS COMPLETE, STABILIZE THE AREA WITH A SUITABLE SURFACE AS DESCRIBED BELOW. 2.4.4. ALL WORK SHALL BE IN ACCORDANCE WITH THE PERMITS AND APPROVALS ISSUED BY THE LOCAL IN ADDITION TO THESE PRACTICES, FOLLOW THE SPECIAL PRACTICES DESCRIBED BELOW. COMPLY WITH THE PLANNING BOARD, THEIR AGENTS, AND THE CONSTRUCTION SPECIFICATIONS. DIRECTIONS OF THE OWNER'S REPRESENTATIVE TO ADDRESS EROSION AND SEDIMENTATION CONDITIONS THAT MAY 2.4.5. STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH STAKED BALES AND/OR SILTATION ARISE ON A CASE BY CASE BASIS DURING CONSTRUCTION. FENCES TO PREVENT AND/OR CONTROL SILTATION AND EROSION. / THE FOLLOWING IS A DESCRIPTION OF MINIMUM CONSTRUCTION REQUIREMENTS AND DOES NOT RELIEVE THE 2.4.6. TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWATER DOES NOT CONTRACTOR OF HIS RESPONSIBILITIES WITH REGARD TO DETERMINING THE ADEQUACY OF MEANS AND METHODS OF CONSTRUCTION. INFILTRATE THE MATERIALS AND THEREBY RENDER THE SAME UNSUITABLE FOR FILL USE. 2.2 ESTIMATED CONSTRUCTION SEQUENCING. IF APPLICABLE, EFFORTS SHALL BE MADE TO AVOID STOCKPILING CUT GLACIAL TILL SOILS SINCE THE FOLLOWING IS AN ESTIMATED CONSTRUCTION SEQUENCING. SOME ACTIVITIES MAY OCCUR AT THE SAME TIME STOCKPILING INCREASES EXPOSURE TO PRECIPITATION AND PROVIDES GREATER OPPORTUNITY RATHER THAN AT SEPARATE TIMES OR OUT OF SEQUENCE DUE TO ACTUAL FIELD CONDITIONS OR OTHER FOR FROST PENETRATION. SOME OF THE STEPS IN SEQUENCING MAY OCCUR SIMULTANEOUSLY, FACTORS. ACTUAL SCHEDULING WILL BE COMPLETED BY THE SITE CONTRACTOR. PARTICULARLY CUT AND FILL OPERATIONS, IN AN EFFORT TO AVOID STOCKPILING. .M of (CONTRACTOR TO FOLLOW ANY ADDITIONAL PERMIT REQUIREMENTS OR STEPS AT NO ADDITIONAL COST TO 2.4.7. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR WA A. THE OWNERS FROM EITHER STATE OR LOCAL PERMITS. SEEDED FOR TEMPORARY VEGETATIVE COVER. NO AREA, SUBJECT TO EROSION SHALL BE LEFT DISTURBED KEEFNER AND UNSTABILIZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION CIVIL OF THE CONSTRUCTION WORK. No.41313 • INSTALL ALL EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED TO TEMPORARY STRAW BALE C/STE�`�'° FILTERS, SILT SACKS, CONSTRUCTION ENTRANCES, AND STRAW BALES AND SILT FENCE. 2.4.8. BALE DIKES SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS LOCATED IN AREAS SUBJECT TO STORMWATER RUN—OFF FROM PROPOSED CONSTRUCTION, OR AS DIRECTED BY THE • SETUP STAGING AND MATERIAL STORAGE / STOCKPILE AREAS. OWNER'S REPRESENTATIVE. NO SEDIMENTS SHALL ENTER THE OFF—SITE DRAINAGE SYSTEMS AT ANY TIME. SEDIMENT DISCHARGE TO OFF—SITE PROPERTY IS PROHIBITED. • IF REQUIRED, CONSTRUCT TEMPORARY SILT / DEWATERING BASINS. 2.4.9. CULVERT/PIPE INLETS AND OUTFALLS SHALL BE PROTECTED FROM INCOMING SILT UNTIL ALL PROFESSIO L M61NErR OR • PROTECT AND MARK ALL EXISTING ITEMS NOTED TO REMAIN. DISTURBED AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED. ALLEN & MAJOR ASSOCIATES, INC. • PERFORM DEMOLITION WORK. SURVEY AND IDENTIFY LIMITS OF SITE CLEARING. CONDUCT SITE 2.4.10. ANY DEWATERING REQUIRED DURING CONSTRUCTING ON THE SITE SHALL DISCHARGE INTO A CLEARING. DEWATERING FILTER OR TEMPORARY SILT BASIN PRIOR TO DISCHARGE. • DEMO EXISTING MATERIALS AS NOTED. 2.4.11. BALES AND SILTATION FENCING AND TEMPORARY SILT BASIN SHALL BE INSPECTED NO LESS THAN WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPLACED AS REQUIRED. • REMOVE EXISTING LOAM AND SUBSOIL AND STOCKPILE FOR REUSE. 2.4.12. ALL PROPOSED NON—RIPRAP SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION • PERFORM ROUGH GRADING AND CONSTRUCT BUILDING FOUNDATIONS. CONTROL FABRIC AND PROTECTED FROM EROSION. • INSTALL UNDERGROUND UTILITIES. 2.4.13. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL BALES AND EXTRA SILTATION REV DATE DESCRIPTION FENCING FOR INSTALLATION AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE OR THE MUNICIPAL • PERFORM FINE GRADING; PLACE BINDER PAVEMENT COURSE. AGENTS TO MITIGATE ANY EMERGENCY CONDITION. APPLICANT\OWNER: • PLACE PAVEMENT TOP COURSE; CONSTRUCT SIDEWALKS AND ALL OTHER SITE IMPROVEMENTS. 2.4.14. BORINGS WERE TAKEN FOR THE PURPOSE OF DESIGN AND SHOW CONDITIONS AT BORING POINTS US-DS SALEM 1V. LLC ONLY. THEY DO NOT NECESSARILY SHOW THE NATURE OF ALL MATERIALS TO BE ENCOUNTERED DURING C/O URBAN SPACES, LLC. • INSTALL PAVEMENT MARKINGS, SITE SIGNAGE & COMPLETE LANDSCAPING. CONSTRUCTION. 111 FIRST STREET • REMOVE TEMPORARY SILT CONTROLS AFTER SITE IS STABILIZED. 2.4.15. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITS AND/OR CAMBRIDGE, MA 02141 CONNECTION FEES REQUIRED TO CARRY OUT THE WORK INCLUDING BUT NOT LIMITED TO DEMOLITION. PROJECT. BE OFF—SITE IOSAL OF ALL DEMOLISHED N ACCORDANCE WITH ALL FEDERAL,SSTA E IS H AND SLOCAL BMUNICIPAL ILITY OF H EQUIREMECnT S.E CONTRAR AND MUST APF�RCMED 65 WASHINGTON STREET 2.4.17. THE CONTRACTOR SHALL PROTECT AND/OR CAP OFF ALL EXISTING ON— SITE UTILITY SERVICES SITE: PLAN SALEM, MA DESIGNATED ON THESE DRAWINGS. SERVICES SHALL BE CAPPED OFF WHERE SAME ENTER THE PERIMETER PROPERTY LINE. 2.4.18 THE LIMIT OF WORK LINE FOR THE AREA TO BE CLEARED AND GRUBBED SHALL BE THE SAME AS THE LIMIT OF WORK LINE NECESSARY FOR GRADING PURPOSES, (I.E., THE GRADING LIMITS AROUND THE PROJECT NO. 2198.01 DATE: 10-26.17 PERIMETER OF THE PROJECT AREA). SCALE: DWG. NAME: C-2198-01 2.4.19 THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY. ALL DESIGNED BY. DR CHECKED BY. WK SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. PREPARED Y: X _ 2.4.20 FOLLOWING THE INSTALLATION OF THE BINDER COURSE, THE CONTRACTOR SHALL SWEEP ALL ON—SITE PAVEMENT, IF NECESSARY, UNTIL ALL SITE CONSTRUCTION IS COMPLETED. r_ , ALLEN & MAJOR ASSOCIATES, INC. civil & structural engineering • land surveying environmental consulting ♦landscape architecture w w w . a l l e n m a j o r . c o m 100 COMMERCE WAY P.O. BOX 2118 WOBURN MA 01888-0118 TEL: (781) 935-6889 FAX: (781) 935-2896 WOBURN, MA • LAKEVILLE, MA • MANCHESTER, NH DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC S WORK PRODUCT. BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR 1-888-DIG-SAFE ABBREVIATIONS & NOTES C-003 1-888-344-7233 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_ABBREVIATIONS & NOTES.DWG CopyrJgbtp2017A11en&MajorAssoclates,Inc. All Rigbts Reserved t s s f 1 1 1�14 a i ly LEGEND SILT FENCE SF 4 TEMP.".CONST. FENCE f� �� . � � CATCH BASIN FILTER c-501 .f '} MAINTA1tPEDESTRIAN �' STABILIZED ENTRANCE RET WINb011V �'! : ADJ RIM , ACCESS �(n'P). '. RET L w STOCKPILE/STAGING AREA r„ f. 1;. .. WELL 4. MAINTAIN ACCESS TO _, w r KKu w REM ADJACENTBUILDING 3 STOCKPLL1t PROTECTION WCUT LIMIT OF DISTURBANCE ■ ■ s " ,k E RE TEE', ` TREE " PROP.(BUILDING OUTLNE P` Cr501 a ' ) ` MAINTAIN ACCESS JO 12 BUILDING TO BE REMOVED TREE PROTECT ON 4 c cn i y (TYP) ` REM MW RIGHT 'OF WAY "`"" r E> REM t�H 'S ° c-5o� :a C:_ RED LIGHT REM SAWCUT ' °°� E , UTILITY CUT AND CAP F ELEC (NP); ` �f.. SAWCUT TYP . � TEMPORARY FENCE —x x ( ) > r � RET RISER I w r.;'- x' `` TREE TO BE REMOVED REM TREES w , - �, �' /'� \(+ L(TYX' M X R&R € f' f l }-_- a, , 6, '` SIGN ? ; $ A REM TREES `, , F,f_ ,''_ RET, , �. Q , _ ; NOTES- OF (TYP) °' E {k`j t ; f}' MATERIALS a ;1 r� WINDOW E 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN STOCKPILE AREA ,' . WAYNE A. COOR Ifs E PARKING " /'� REM LIGHT POST AND( ,. �=d WELLS. r , c� 4t- AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY KEEFNER FOUNDATION s`;,, k. ?, :. CIVIL METER E OVAL WITH I , '` > -, VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR TRAFFI D PARKING REM VENT �' No.41313'. v i _` E v . ► SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES DEP ENT TYP ,E _ L: / R&S SIGN _ , �F ( ) s! ............. BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE c/STEM ? tr e t ca tiv ; D REM EXISTING , FOR ANY AN ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 4 i ? I x ' REM AREA DRAIN R IG T CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND �. .,: PAVEMENT-,AND - LQ t g ` s> j - --CONCRETE r � AND DRY WELL ALL UNDERGROUND UTILITIES. f REM TREE (R&S : " " r 4 " ; 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ' REM TREES ca �_ s PLAQUE) ALLEN & MAJOR ASSOCIATES, INC. ITS INTENDED USE IS TO PROVIDE PROFESSIONAL "ENGINEER OR I a3 " , r '.. «- ...._,..,......, i'"z 43;,. ..—, ,..,,a.....:........�......„,......,,�.. ( b y.:�F a ,. '� ;S R LIGHT POSTS€} (n'P) I ' SWCU INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF ALLEN & MAJOR ASSOCIATES, INC. (� INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT AN OUNDATIONS �... I REM ELEC REM LIGHT POSTS i P) OF ALLEN & MAJOR ASSOCIATES INC. IS STRICTLY PROHIBITED. �,, _._. STRUCTURE G ( P) �` ° _ REM RTWL AND FOUNDATIONS; RETAIN 3 CT "DIG AF " 6 ECM HEDGE f �`, M LIGHT POST AND I ( ' THE CONTRACTOR SHALL CONTACT S E AND THE CITY OF SALEM : REM STAIRS''� FOUNDATION h DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS PRIOR TO ANY NDATION,, .I ) i , _.. EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING REM DRAINAGE LINE AND RET TREES =: UTILITIES. 2/27/18 REVIEW COMMENTS REM TREES -M _.,_..._., M � STRUCTURES r�PER`, CITY OF C PEER REM STEPS (7YP) 6 13 18 WATER&SEWER REVISIONS B SALEM REQUIREMENTS ; ,�+ , 2/ / (NP) �' i DIGSAFE: 1-800-344-7233 CITY OF SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 / / A 1 31 18 PEER REVIEW COMMENTS WM LIGHT POST N REM LIGHTpOSTrAND FOUNDATION <n OUNDATION ca ��.� ; , '�' , �.;. �; .:._ � Rom' REV DATE DESCRIPTION : 4. RING BUILDING DEMOLITION, CONTRACTOR TO VIDEO ALL SANITARY $n REM TR A ! >: k,. DU SEWER BUILDING EXITS TO THEIR TERMINUS. CONTRACTOR TO CUT APPLICANT\OWNER: 5- O I REM SEW AND STRICTURE CU B" " AND CAP ALL ACTIVE CONNECTIONS AT THE MAIN THAT ARE NOT US-DS SALEM 1V. LLC ,�ii PER CITY OFF SALEM" EQUIREMENTS {` BEING RE-USED ft / 1 ` 2 INLET PROTECTION C/O URBAN SPACES LLC. LAICUR 5 TEMPORARY CONSTRUCTION `` i= RE A/C E L Suknii�� G'S01 111 FIRST STREET c-501 ENTRANCE/EXIT - g INLET PROTECTION 2 c � w o CAMBRIDGE, MA 02141 w REM LIGHT)'POST �AND REM TREE c 50 � REM M - RET TREE ' o PROJECT: . ! FOUNDATIONS ! S SI a + , �� k r ELEC SERVICE TO BE TERMINATED AT MAIN Y ;: .� a Q ? r., art ,,,n ` ,`, ; , ,. f .g�.. »,r �:,«.,.9 %ice : ..�'`. . a !# PER uTlLmr PROM a 65 WA STREET " �. S G TY REQUIREMENTS z w �£, SALEM, MA < X x . ,. E'� NOTE 4 a -�.X sc.�..........X .. :._ ' AD RIM, . ,:..„:,. ° xv- -: � `•,.�'. � � '^ �� ,y , �■.' a ^'J ..W.,. �rA— ,.z�. "ram'" "'�,...—� �� G1 t" yr : w d,?J i y .? w RET �,. R&R IGN i CUR PROJECT NO. 2198-01 DATE: l a2fr17 . RET IOHT i'Y REM ELEC _. ! REMODEL CB r ael s (7 177 SCALE: 1' 20' DWG. NAME: C-�" 8-01 REM-TREE (TYP) a t7 a -- ':� MAINTAIN+ PEDESTRIAN „st R&R S�GN _ SEE ACCESS TYP DESIGNED BY: DR CHECKED BY: , NOTE 4 MAINTAIN PEDESTRIAN SEE NOTE 4 t ) REM...FIAGPOL I I . ,. -af ', __. {E E4 PREPARED t. ._ ACCESS TYP _....�.._ �� r I3Y• • , t , SAWCUT T1(P) ..... .... . ......w _�.�_._...._ __._:�� _..:AND_...FOUNDATION _ . a _ 4":: TEMP. CONST. FENCE PHONE STAND t r ; FA :;R&R SIN ' E c-50 1 5TRr I I ( REM DMH MNOT „4 N o� I r z � z � u. ' � � ��y�<q /1,! C T ND CAP WATER CUT AND CAP DRAIN I SERVIC T THE MAIN l� SERVICE AT THE MAIN (PUBLIC - VARIABLE WIDTH) PER CITY SALEM _. ..... , M 8�t�, „el f M 1 REQUIRE PER CITY -}})py�pp�� REQUIREMENTS T Err.` l J.R YJYI 7 ,_ ... ., ... .,......,,..n ..- ..,.._,..__.....,...... .,_ .»- .,....,-- _., N ' MAINTAIN PEDESTRIAN" _..... apt ALLENMAJOR d i. "t CI �ti'7� J0° S S l3 ' T�rP ° '} _. ASSOCIATES, INC. 2�335 „91 rr civil & structural engineering ♦ land surveying environmental consulting ♦landscape architecture AAD www . aIIenmajor . com 100 COMMERCE WAY C� x a ppPON/ -D. P.O. BOX 2118 188 WOBURN MA 01888-0118 TEL: (781) 935-6889 SITE. PLAN FAX: (781) 935-2896 WOBURN, MA • LAKEVILLE, MA ♦ MANCHESTER, NH DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 0 10 20 40 80 ALLEN&MAJOR ASSOCIATES,INC.IS WORK PRODUCT. BEFORE YOU DIG CALL 811 OR DRAWING TITLE: SHEET No. 1-888—DIG—SAFE { IN FEET ) 1-888-344-7233 1 inch = 20 ft. SITE PREPARATION PLAN C-101 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_SITE PREPARAT/ON PLAN.DWG COpynkbt02017A11en&Mai-Assod"AInc. All ftbty Reserved .. LEGEND I PROP. PROPERTY LINE tyr N SIGN , � 1 - ,' BOLLARD .. ,7 tt 4% " -„., BUILDING p.:, BUILDING ARCHITECTURE � � _k� ° BUILDING INTERIOR WALLS � �_ _1. " CURB RETAINING WALL PARKING STRIPING Q ,,;-., ROADWAY STRIPING -�.,, II (a - .:;, - � � _� TRAFFIC ARROWS �� i " f w.. . . , , d £„ r „ HEAVY DUTY CONCRETE �"t- ; ,E I ,� , ,, ��,,� , I",11-C1'C,;-,�-_�,�11�I1�,�iI�'_V�5,II�1�,I,,',��I,,1��,/,",,..1�".��1.0,i1-0_—.,—,1l I.-.�l",�I1 4,'�,,,I,I;,b,I�C,�—1�4"_�)��i I1;%ii�.�-1iI!1,�i��,N511.�1;',1w�,�i!'�I�0,-w4i,��I iI,�""Ij:.I_,,�__�%I.I I 1�I., --1,"_�",I�,,,�,,1;�,"��,,1,_,I",,"",",,,",,"", ,","A,-,�I'',,'/�"J,",,"-",,1I�1��,�,,,",,�,�",�',,I,��,I,',,,�I",,�,,,-`,,i�,��",,"I,'_,-,,,,I�.,",-"'�"�,�,I,,","',7, .F , HEAVY DUTY PAVEMENT ` : ,ice ' I"�I,",0,"1�,1"�"'I;11"411,*1�'01a�I,�,, 1V'��,_I1',.�r�I1,,rz' "77-'""",1-"/�_1:,T1, nk _ J'� ,,_�,�'ei/,/"��/��,�I�": w 1 i ;;„ Ql �' s �w `" ,�` RUMBLE STRIP �;' ;�!� ' �, 6 CONCRETE SIDEWALK �.<. "�", tf ,: g, CONCRETE SIDEWALK. ° ''� �, „ I _ I11,,,� r c-5o1 � ' ; .� c 501 SIDEWALKPL A84"11lm Ax�e ♦q ". � �' �:, 9 STANDARD DUN �� ,4 � BRICK SIDEWALK IA i'. 1- "TRANSFORMER PAD � ; f ,. O 4. I _. ::, c B OU VE A. � c �� ITUMIN S ,PA MENT , ® p . „ .. & ,> ADA ACCESSIBLE RAMP A1 Fa f�®V� L VERTICAL GRANITEf ; 4,, _ „ t ``� ADA DET. WARNING SURFACE', t 1 CURB j � ;' SITE PLAID 4 CONCRETE RAMP (SEE % JERSEY BARRIERS 7.6' °f: •, ARCHITECTS, PLAN,SET ,r °r° .. I 4 FOR rDETAILS \ ,• „ , v> ,� �.. SNOW STORAGE Y i OF M w n �° y ` } F 1 GRAVEL ACCESS N "y k Y f ,; s V, , l' ; ' SETBACK LINE KEEFNER . M CIVIL "A S N I„< t No.41313 W w; • c ^r ;o I..P :, ,£ _` BASELINE y _. n o O C{� c y �• $T fi' Z,I1- ',I,t- ,, It . SAW CUT LINE N ,;' /Qmt,Ot' ,,��,,z`'I_!_�I,�,,, ,,''��\,I,I1" x;' 9 p BASELINE DATA LABEL 10 , Y...P II ,'-6 y _- PARKING COUNT 10 .x j > ,- c„,; ., _ f` 4 zr� COMPACT PARKING STALL C PROFESSION L GIN R FOR r + ..< `r ` O „ K 5•0 ALLEN & MAJOR SSOCIATE INC.:W; 2.5 - 13' (STBK) STEEL GUARDRAIL L A S, { P' S A.,. - y," - Nam, i ir. f }£ .w �,� ;�„ WOOD GUARDRAIL I :` 6:4 I Y „, , >CONCRET WCUT , �, ��/t1 11 E SA 1 M , i, " . „ ? �;� X X JQINT,.CONTROL Ii c 501 � �. .� CHAIN LINK FENCE 4.:Eae �.y : 4' 1'"C 1;,I�,1�'_I",,,-I,�1"-,"�1",,'I1,�,',I'1I1 7-"1�II."�,I I�,V�I'_I ,I r I 1",�-'�--\1,"./,",,,I�". is -�,e","',_.,,"I,1II��,III III,-I�','"I�I�,:,I� J WOOD FENCE 0 0 _ E'', a i x .. 2 i ✓� DECORATIVE FENCE .; ... t. £ _ �a MULTI-FAMILY RESIDENTIAL BUILDING ,£ "" �. £ TREE LJNE i �,, t _. ,, r I ,. , BUILO►ING✓AREA 17 200t S.F. f �:'1 xa ..r. . ,. E ,, r BUILDING OV RHANG jf BUILDING OVERHANG ,. STORIES RESIDENTIAL OVER ��` „�;. TRANSFORMER T REV DATE DESCRIPTION 5 TYP _ �- ❑ - ( ) `, w ;=„ NP PP( ) DRIES GARAGE`" RETAIL A LICAN OWNER• -: " Z ST > T\ ;��,, " : i ,Rr ::r:: „ I a� DOUBLE YELLOW CENTER LINE DYCL FFE EXISTING ELEVATION f �k D ALEM JV. LLC M US— S S �. �� 6 CONCRETE' SIDEWALK �, tix ,.. Y INE SYCL SOLID ELLOW CENTER L BA P CE$ LLC. c-501 C O U R N S A i; ° h. 1f, , € Y 111 FIR ST STREET m ., ,. , w €, i A> SOLID WHITE EDGE LINE SWEL +� a f= v , , 1 r. , £< ,,. " ,. M: �, , „;, CAMBRIDGE MA 02141 ., .ti; CONCRETE SIDEWALK ;' �I�. ° �, „ -,. -,,.- SY a _ -„... a ..,, , -. v. J e f PROJECT Y^ ,<,Y s. BYC.. .. , �_. TR NE L ��. 1. LLOW CEN E LI �_ I BROKEN YE ,. ` ,r� f �. a,w t.�> ., -t, "" s „, I° f .ti :: £ 1 , STOP LINE SL d Y t P GT TR E ET WA HIN ON S _ M 65 S �., �E : s „ �£ : t , � .- ,. '.,; 5 9 STBK �. . :: �4_ :•;BICYCLE RACK ,_3 ( ) . -_ TAPER CURB TO FLUSH TYP. O SALEM MA „� { , , �,, i " Y ✓ n' i ,, K «:'£ STB r y�: 0.0 : I00_«.«,.-._««_«_«,�.«, ,- , > I€ .,,=s tea° � ,�' I r 4 wt i ,✓, c 8a f , �• PROJECT NO 2198-01 DATE 10-26-17 , 11 .. ,. , ", , .',; �,, . ,°.fro: - �; , ; ' ` ,� 1 LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE �2 _ THE M Y - o �,h _,__., , , ..., -,,,,, , ,_ _ _.,. SCALE. 1 -20 DWG. NAME: C-2198-01 ..« t WHEELCHAIR; RAMP SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN � �. � �1 ' INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S z _ C-503 I ``' ----' s `n _W_.-?_._ w REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE DESIGNED BY: DR CHECKED BY: WK MEET EXISTING GRADE OF � / / 22.6' _ EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE GRANITE CURB CLEANLY o / BUILDING OVERHANG ; , �; s COMMENCING WORK, AND AGREES TO BE FULLY rxEr�xED BY: :/ AND'SMOOTHLY (TYP) ��4 ! �,, F ,, ,` 1 WHEELCHAIR RAMP (-�P) o t '; RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE _. j _ 6 CONCRETE SIDEWALK M ,. : _ >m. c_�1 0 ,. OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY I` .. LOCATE D PRESERVE A AND ALL UNDERGROUND S ; 7 VERTICAL GRANITE 111111 � ,.ry _.............« ,,,, ...._......., _.. .«....,.-....... ems£ ._.�_. ::.._y ___...__,_ ,...m,.w._� _._�_,__ _ � _. UTILITIES. _.-._... .-. - 1111 p IC 501 CURB «_,._... __ 111111111111 _. _._ _...,. _.M«, _.«__... _.«_. �,, 11, �' t,,,f wv; t-�, < � ? .<:� ,�: z% -tom �� f7 � �, 1E ';I , y ", ,,, =£ `�. �, ; 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE : ..«:£ t ,,s, .,. f, t l`/ ; �t �q $ !o2-Z- � , s ;y s , .� " � PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S ,3 �1_ �f - ;_, I t6 h., fA.," ,: �`` '` INTENDED USE IS TO PROVIDE INFORMATION. ANY ALLEN & MAJOR ,A a ,_ ,' _ ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION .. s ASSOCIATES, INC. OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ` _,_- __ « ALLEN & MAJOR ASSOCIATE INC IS STRICTLY PROHIBITED. i 1 ��, .,�_ ,.«,« _.-__ civil & structural engineering ♦ land surveying «.., g €: « ,�,, environmental consulting ♦ landscape architecture _ � wwwallenmajorcom_ . 3. THE CONTRACTOR SHALL CONTACT DIGSAFE AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 �" « >, ' 100 COMMERCE WAY b ,-, , �, / I, : t HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE P.O. BOX 2118 ---____��-__,_,-., ,__. _,_._.__ ,« "" LOCATION OF THE EXISTING UTILITIES. WOBURN MA 01888-0118 ° � w_ ;� TEL: (781) 935-6889 ri DIGSAFE: 1-800-344-7233 FAX: (781) 935-2896 �,= => `' -, . ,,� .° I,. SALEM DEPT. OF PUBLIC WORKS: 1-978-744-3302 wosuxN, MA • LAKEVILLE, MA • MANCHESTER, NH DIG SAFE 4. ALL RADII ARE 3 FEET UNLESS OTHERWISE NOTED. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE I PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC 0 5. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC DOORS RAMPS, STAIRS, ETC. APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND <i SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 0 10 20 40 so ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. BEFORE YOU DIG "DRAWING TITLE: SHEET No. ( ) CALL 811 OR 1-888—DIG—SAFE ( IN FEET ) 1 inch = 20 ft. LAYOUT & MATERIALS C-102 1-888-344-7233 j N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_LAYOUT & MATERIALS.DWG Copyri�tpz"Rig tsResjor.4ssoci rnc. Al/Ri isRcsetved a a f lJ LEGEND N J a / DRAIN MANHOLE CATCH BASIN 14 is PRECAST DRAIN MANHOLE WATER QUALITY UNIT . # 25.70 '. s, .`TC=25.65 p # ? I I # - a > ,gC=25.15 DRAIN LINE 0 N ro Cx� i� DMH- 1 " 5' CONTOUR 150 s � Lo N � RIM=25.62 # , . 20 LF 12-HDPE _ �1 tn c� S=0.015 �4 31 al_F 12" HDPE INV. IN:=l9.94(DW1 W . - CL DRYWELL 1 INV. OUT=19 $4° _ . EX. DMH (DM1247) 1' CONTOUR ^ i ea S=O.Q'!5 RIM=VARIES - # } ---RIM=24.74(EX) SPOT GRADE j [ XO WQU 1 INV.SIN 20.78 56 LF 12" HDPE m 25 5 �,INI/ PIN=19.54(DMH-1) STC450i c ��# NV. ,O 1T 2b 78 F-,E_S=Q�01526.52 INV. IN=19.14 REC INFILTRATION SYSTEM" 2 44 RIM=24.25 . , ;act �`a I. ~. � k ; INV. j�lJT=I9.04(REC) `�'• cry }�� DETENTION PIPE n 2 .38 INV. OUT=21.25 'C_�YC-`76 t,a t1 24.85 k , 24.37 ,,,,, , „ ,.:,, ,,,,, �. \ t `4 _ FLOW DIRECTION I '� 25.10 ' .43 , "O 16 21 \v: ;t25:5Q 3 ® _ _ 1_ \ 25.62; � A. OF 24.33 __- -- ":r - 27 3- 7 - .50__ 24.00 _ C=25".00 NOTES: WAYNE a. 24.50 EEFNER 26. r ` 25 c.� qq ° : 4 TRENCH SECTION' •5D l 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE K CIVIL 24.39 �.. 24•07 4 ` " 1 C. SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN No.41313 1 `}� STORMCEPTOR STC450i' =:5 #f rel '} INDEPENDENTLY VERIFIED BY THE OWNER OR ITS #, REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE III .._ E . C-503 j T j EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 7.3 AND AGREES TO BE FULLY -� t.�vv _ �� 26.25 F = j �n COMMENCING WORK, -- _. _ i t ,. _ - v RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE C� o � 24,44 OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY /� 24,49 „ 3, cc�q I 3 1 , 4# �, „ f _ t mf'. ; 4 i LOCATE AND PRESERVE ANY AND ALL UNDERGROUND PROFESSIONAL 'ENGINEER OR I 2 .56 �-- UTILITIES. ALLEN &MAJOR ASSOCIATES, INC. 25.9 g I c0 g a 12. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE 24.60 PROPERTY OF ALLEN & MAJOR ASSOCIATES, INC. IT'S �► ! :€ ,.,,.,.. . � t 4 DRYWhLL I .~ "� ,; PROVIDE INFORMATION. ANY 24.62 " INTENDED USE IS TO I I .. t, C-503 .. �.; .,,°' L -� ° ; ` ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION � §r � OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF AAA ALLEN 0 ASSOCIATES, INC. STRICTLY PROHIBITED. I r' " B 2 27 18 PEER REVIEW COMMENTS MULTIFAMILY RESIDENTIAL BUILDING E �„ 3. THE CONTRACTOR SHALL CONTACT DIGSAFE AND THE CITY / / BUILDING AREA17 200t S.F. OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 A Z/13/18 DRAINAGE REVISIONS t r HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE 24.62 :5 STORIES RESIDENTtAi.OVER a REV DATE DESCRIPTION m m t + # LOCATION OF THE EXISTING UTILITIES. : Q 124.64 u a a� ,�, T i 2 STORIES GMAGE/RETAIL # o APPLICANT\OWNER: , ,t� 4.66 j # I 1 I µ a a._. �FFE-EXImNG ELEVATION 25:70 -' _ - - - t+a > LQ ,. I c DIGSAFE• 1 800 344 7233 :E US SALEM JV. LLC I 3 e °` _,.,.. ,' �- a . ,. �� .� ,; : - = SALEM DEPT. OF PUBLIC WORKS: 1 978 744 3302 .3 .+w t,x 6f 4 5.5 C O BAN PACE LC� URBAN SPACES, L 4 3: f '7 4 ems' 1 k»1 Cl .� 111 FIRST STREET MBRIDGE MA02141 r a �. 1 - ,� PROJECT. 4 . . -40 e.ro• row. 1 r r I4i 24.56 t RD 1 1 ,OUT 16.72a 65 WASHINGTON STREET 4.34 - .. 24.24 24.20 �25.48 SALEM, MA -23.61 1 *� g.; �$ 7 BC=23.70 •?' d ® r _�. . .- --«ax t °� -36 3 p ,>. m � x ;24, 6 I ,t r # REBUILD DM 23.50 s {, .. .~, 5.0 „ . E ,TC.-23':51 : _ - ,.., b PROJECT NO. 2198-01 DATE: 10-26-17 BC=23.04 � n„www+ dF SCALE: 1"-20' DWG. NAME: C-2198-01 �--•-REMODELG -- 4� _ �' aa�? 5.10 « u r t 24.52� ..� 24.60 24.80~ 24.85,: DESIGNED BY: DR CHECKED BY: WK EX:DMF ` DIG42�.. - M M. . __ t� ..e 24:38 r' k t t ` RIM=23.84(EX) TC=23:73 J. _ 24.6�„`2 :7 I241 7 O�250© BC=23.23 � TC=24:4 3, 0 L n PREPARED BY: INV. IN=13.84(EX) - #i + �, t CEE23.630 t do& „�t t1 ° � � r 1NV. JN=16,1.9(EX) ~ _ " LTG=23 90_.. _ --- 11--LF'-1 0 HDPL:':. ., , - ' 7 =2.'' 05 �s # ' IN=1~5;69(EX) �.. _--_ _ .EBC=23.40 - 6C=23.55 _�,_ .,- �SLOPE�2:��•-� INV. OOUTT=14.89(EX) - _. _ " - - cas - r I t s - . N17.tl� 1d M07",3A 37c nOG STREET 53 LF 15 HD'E '� SLOPE= X ' EX.�DMHDM 1240) #4 # # �WASHINGTON �� ., RIM=23.50(EX) ',-ro _ ALLEN & MAJOR �;��-� INV. IN=EX -� a-� ` `~• (PUBLIC -- VARIABLE WIDTH) vi INV. I =1.6.50(BLDG) l31Y�as t ' INV:"-OUT=Ex PLANNING �' ARCS ASSOCIATES, INC. ` - _ _ �y DA j1 �3 ��- "-��- civil & structural engineering ♦ land surveying C7 .4V70 �t {7" P �� zt � 5 � environmental consulting ♦landscape architecture d p I APPROVED� www . aIIenmajor . com : r „ J Y J 100 COMMERCE WAY S>�T� PLAN P.O. BOX 2118 WOBURN MA 01888-0118 I csi TEL: (781) 985-6889 m "# t 3 �i ; ## #9 ?�, FAX: (781) 935-2896 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 o to 20 40 so ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR 1-888-DIG-SAFE ( IN FEET ) 1-888-344-7233 1 inch = 20 ft. GRADING & DRAINAGE PLAN C 103 N:\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-0 1-GRADING & DRAINAGE.DWG �° `°2ol�.w�A/! 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ELECTRICALS C© 1DUIT (F(NAL F`r�E= ,$ E GAS VALVE Gv No.41313 STANDARDS - _¢ �, LOCATION-_AND TO CBE - 6" QD ERE SERVICE LINE w,_ F� �< - DETERMINED -BY SERVICE; / `� SEPTIC/HOLDING TANK isT� � �, (FINAL SERVICE SIZE AND PROVIDER} i LOCd1"I�N TO BE DETERMINED o 0 0 uj I< �ri �� 'r.3 GREASE TRAP , 1 .�' sFFE= i BY SERVICE PROVIDER I c } ca LIGHT FIXTURE _.. } REIAC 13LF OF EXISTING OVER HEAD WIRE oHW PROFESSIONAL 'ENGINEER OR , p 12 -WATER MAIN WITH NEW p UTILILTY POLE ALLEN & MAJOR ASSOCIATES,� fNC. "$ � ;.; 12 �LDI, USE MECHANICAL Jam•.� C�! f s OINfTS. SEE NOTE 4 , .� ) X } ( ELECTRIC MANHOLE/SPLICEBO 1 ram~ SWITCHING STATION S * ,� AAA. p ❑ I i11 C1e. �" ;r w... �__s I ATE ,VALVE D HOLE .: � 5� I C 2 7 1$ SEWER REVISIONS EER REVIEW HAN /2 / /P I t . 7 HRST BLOCK COMMENTS �t. ELECTRICAL CONDUIT E E e s j �(.— , , 6 13/18 WATER REVISIONS a 2/ 3 � MULTI-FAMILY RESIDENTIAL BUILDING r t 2 ATE VALVE —E —E — ` ,. LIGHTING CONDUIT ft A 1 31 18 PEER REVIEW COMMENTS z BUILDING 17 S.F. „ � m �� AREA .Z�' ` • � �.a / / , , c �...�s ,,`' s ? 4 C DI DOMEt!ft WATER: ; 5 STORIES RESIDENTIAL OVER I .� IRRIGATION SLEEVE REV DATE DESCRIPTION t try u� � �' i -�, � i SE VIC � �zE j A a ' / �.� 1 s4 i Ca.b R _- 2 STORIES G AI . �.� � E ��,RET L . (FIN) � _ APPLICA OWNER• l .�... GARA �'. L RV�CE SIZE AND ELEC LE CABLE COD E T{ l a _ F'I DCISTING LEVA 0 w LO- ..a E TI N . s �A 0 ` 0-�BEDETERMINED r., r �tr DS SALEM JV. LLC � � US- 5 � PVC � , . . ,. ,. ... - � . : ,. ..o . � _ � TELE CABLE CONDUIT BY S�RV�CE/�PROV R � :S-2:p9� } C O URBAN SPACES LLC. fv emu. E . - - , t 1 nS is -M J , TELE FIRE CONDUIT �� ► � � I � 3 � � T � � � 111 FIRST STREET m-~~ ° BUILDING,SEWER ' � :, , ��` .� : . , . E '� , � 6� w� _ �., , �, .... �.. � _ ... �.' � �, 1 ._ a.. . - °� ". r ca ro ttooy� —• E, RIM— 6.1 V.OUT 2.1 CAMBRIDG MA 02141 25.2$": .,. N_ 1 5 r v fir,c' � A z� � INV.IN� 2.00 D�' s SEE:'PLU � 5 Nl ,(BL O �� y,,°( M LA ':; ,, . 3 � �, ..,_.•._..._ PROJECT: tt S 9 .. / '; � F S 7i _ INV.OUT 11.65/ ( LS � ,'^, 1. y) K• ~" ?[ t GAS OilINTERCEPTOR . �_ ,` i � ... , — iw f to` se ,.r € �,4 INV.OUT-12.15, . �" NOTES: 65 WA STREET w _._._ ._,.. ,W' Cc � 7 LE�4, C.I. .,: (SEE PLUMBING: PLANS) A. r ;, .. �>>` s,, ,�� .,� �� ' � :.� .�, 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SALEM, MA t � +ems r t ? x SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN r � �. �. �:,,- ., �, , a INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S «a . . }4 �� . . � ., � ��: ;, . R �, ., ,.; .,�_ REPRESENTATIVE. 2 .E .,, °� r EXISTING HYDRANT TO THE CONTRACTOR SHALL DETERMINE THE „ EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE k ;. 2J.7 REMAIN UNDISTURBED PROJECT NO. 2198-01 DATE. 10-26-17 3 w... _- -_: ► . .F' �• DURING CONSTRUCTION COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE `` a --_�,. -F : FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY SER IC `IINE— - 3.:— ___- _ THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND SCALE: I'-2V DWG. NAME: C-2198-01 PRESERVE ANY AND ALL UNDERGROUND UTILITIES. —�ITH�GAS VALVE 9 _ DESIGNED BY: DR CHECKED BY: WK �. .. — FI NAL° 5 SERVICE SILEl � I c� 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE ��AN D�'LO CA O N�TO BE �° � �, "�'� '� � PREPARED I3Y: ` PROPERTY OF ALLEN & MAJOR ASSOCIATES INC. ITS INTENDED - Tl_ �' CY .91 -- DETERMINED BY � dJ � 1 � � 6 � + � 1 6 . , � USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, ` �' - ar crtd .tr SERVICE PROVIDER) _ OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, WRITTEN CONSENT OF ALLEN & MAJOR _3 /7r I d R1,077 378t � ASSOCIATES, INC. IS STRICTLY PROHIBITED. MN11 cl E, 3. THE CONTRACTOR SHALL CONTACT DIGSAFE AND THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS AT LEAST 72 HOURS ALLEN & MAJOR ABLE WIDT 1) (�C�C��-�� ° �°�P�rl � PRIOR TO ANY EXCAVATION WORK TO REQUEST THE LOCATION OF THE EXISTING UTILITIES. I, /v ASSOCIATES, INC.a � ct----- — DIGSAFE: 1-800-344-7233 civil 8r structural engineering ♦ land surveying sa B 8 Y 8 a �V70 � � .�-rt"�-� � y -� �� f � � � V �� SALEM DEPT. OF PUBLIC WORKS: 1-978-774-3302 environmental consultin ♦landscape architecture S 5 www . allenma or pcom 4. THE PROPOSED WATER WORK ON CHURCH STREET TO BE 100 COMMERCE WAY -, #_,f PERFORMED AT NIGHT. CONTRACTOR TO COORDINATE WITH P.O. BOX 2118 ' CITY OF SALEM DEPARTMENT OF PUBLIC WORKS. WOBURN MA 01888-0118 as rar3 # ; m? TEL: (781) 935-2889 FAX: (781) 985-2896 �� is �� $3I�� WOBURN, MA ♦ LAKEVILLE, MA • MANCHESTER, NH DIG SAFE THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 0 10 20 40 so ALLEN&MAJOR ASSOCIATES,INC.-S WORK PRODUCT. BEFORE YOU DIG DRAWING TITLE: SHEET No. CALL 811 OR 1-888—DIG—SAFE —888-3 4— 3 ( IN FEET ) ' 1 4 72 3 1 inch = 20 ft. UTILITIES PLAN C-104 N.\PR0JECTS\2198-01\CIVIL\DRA WINGS\CURRENT\C-2198-01_UTILITIES.DWG C0Pyrj:Pbt02017 �. EROSION CONTROL BARRIER GRATE®® ECB INSTALLED DOWN SLOPE OF A ° " ® ® PROPOSED STOCKPILE AREA TREE DRIPLINE METAL STAKE 1" REBAR FOR LIFTING o SAWCUT PATTERN AS AND REMOVAL `, " • "• ' I I �� INDICATED ON DRAWINGS ro I ;;. I p , s CONSTRUCTION FENCE DUMP STRAP (2) FINISHED GRADE & I 1 I I 1 ,PROPOSED. STOCKPILE AREA ':.:' .'. . SURFACE CONDITION AS 1 1 AS SHOWN ON DWGS 1 / EDGE OF TREE TRUNK Ij �- CONCRETE PAVEMENT - _ REFER TO CONCRETE SILTSACK \ SIDEWALK DETAIL NOTE: CATCH BASIN STRUCTURE \� �� 1 CONSTRUCTION FENCE TO BE "VISUAL BARRIER FENCE" AS MANUFACTURED � BY EX ON CHEMICAL C PA A, GA; KONTROL SAFETY FENCE AS ,Q C ( ; MANUFACTURED BY MIRAFI, CHARLOTTE, N.C. OR APPROVED EQUAL. li NOTE: 2. IF GROUPS OF TREES ARE TO BE PROTECTED, EXTEND FENCE AROUND ( 1. INSTALL SILTSACK PER PERIMETER TO CONFORM TO MINIMUM DIMENSIONS FOR TREE ° � . C _ U 0 c p 0 0 0 C 0`v 0 -,�PROVIDE DRAIN SWALE TO TRUNKS AND DRIPLINE. �--, � MANUFACTURERS INSTRUCTIONS AND ___ DIRECT WATER AWAY FROM �. 6' O.C. (TYP.) , METAL POSTS a -' RECOMMENDATIONS. EMPTY OR PROPOSED STOCKPILE AREA ® � ' - 8- REMOVE SEDIMENT FROM SILTSACK MOTES: WHEN RESTRAINT CORD IS NO 1. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR LESS - TEMPORARY LONGER VISIBLE. CLEAN, RINSE, THAN 90 DAYS SHALL BE COVERED WITH HAY AND MULCH AT 10OLBS 1,000 ( / CONSTRUCTION ., I I �' I I -'°� y ' .°ti.•. ; II I I- -I I ; AND REPLACE AS NEEDED. SF), OR WITH AN ANCHORED TARP WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. FENCE 2. SILT SACKS TO BE INSTALLED 2. SOIL AND FILL STOCKPILES EXPECTED TO REMAIN IN PLACE FOR 90 DAYS DURING CONSTRUCTION OPERATIONS OR MORE SHALL BE SEEDED WITH WINTER RYE (FOR FALL SEEDING AT - PLAN N I N o WHEN THE POTENTIAL FOR SEDIMENT 1 LB/1,000 SF) OR OATS (FOR SUMMER SEEDING AT 2LB/1,000 SF) AND THEN :. . ..._. ___,_ _ _._: .. _ -._... BOARD TO ENTER EXISTING & PROPOSED COVERED WITH HAY MULCH AT 100LB 1 000 SF OR AN ANCHORED TARP �� / #�° � '/ AP BASINS EXISTS. ( / � ) ao ��. � ,, �, °;�° PROVED WITHIN 7 DAYS OR PRIOR TO ANY RAINFALL. F, CONCRETE SAWCUT NT QON'TROL I INLET PROTECTION STOCKPILE PROTECTION TEMP. CONST. FENCE TREE �E PROTECTION 4 31TE: PLAN No17708CAM NOTr0� 2 NW70W IA 3 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% A-(ER TOP OF CURB AND TOP OF SIDEWALK q. OF, GRE MUST ALIGN AT ALL LOCATIONS '�°F VERTICAL GRANITE CURB, WAYNE A. ROADWAY r ' r 6 REVEAL, VA-4 K CIVIL R a WWF 6X6 W2.9 X W2.9 " FINISH GRADE, No.41313 ., , s° s .�H -° -, WIDTH VARIES (SEE PLAN) SEE PLAN FOR iSTEa�'�� SECTION A FILTER FABRIC MATERIALS. 2500 PSI CEMENT ��°'" SLOPE SIDEWALK 0 1.5% PER FOOT MAX. (TYP.) CONCRETE FULL TYPICAL LENGTH FRONT SIDE --x x x x x x X X ' A .1, PAVEMENT NOTES: HAYBALE OR SAND BAGS, OR `4" THICK 4,500 PSI, CONCRETE" 0 28 DAY STRENGTH " CONTINUOUS BERM OF ''.,`' ;` _: ~"" SECTION " TOP COURSE PROFESSIO L E GINEE R 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION SPILLWAY �' ' " '� ~ t't• "i 17 BINDER COURSE THAT WILL PREVENT TRACKING OR EQUIVALENT HEIGHT - -8 GRAVEL BASE ,, w:' ;.; ,' " ALLEN & MAJOR ASSOCIATES, INC. FLOWING OF SEDIMENT ' " v" "� 6 ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP a , ,r 12 ::- DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES WATER SUPPLY TO WASH , �, \. ,., °�� s \/ / / d rs's:: USED TO TRAP SEDIMENT. WHEELS (IF NECESSARY) EXISTING SUBG 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR FLOW �/ r r TO ENTERING THE PUBLIC RIGHT-OF-WAY. ,�`/\` e `• :� IrO 3. WHEN WASHING 20 R G IS REQUIRED, IT SHALL BE DONE ON AN . ,` M 6",', fi" 4 fi" GRANULAR' x AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO SEE /, , q °, ,t 6» Az: s AN APPROVED SEDIMENT TRAP OR SEDIMENTIN. a ? CURBING DETAIL ''%! % '' BASIN. .r*a y,. .v».. µ .<»e 7 „n �a g^.. �r ,�` �• �,. '..,\��-..' £ dd x N .r. �,,:. a �`�x �^'�., �` (MIN) •��`°' °`°�`�� =j REV DATE DESCRIPTION ,�-� NOTES: 3 f -•: 4. USE SANDBAGS, HAYBALES, OR OTHER APPROVED A a A 2"-3" COURSE AGGREGATE _ 1. SIDEWALK TO HAVE TOOLED JOINTS IN A 5' x 5' TYP. `°' ``�� .' �� -`t�vW, r °°` APPLICA OWNER: METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. y 12 (MIN') (TYP.) ��` `` �� ' �'' MIN OF 6 THICK GRID WITH EXPANSION JOINTS 15 ON CENTER AND � �,� �� " ��eF.x' ° COMPACTED SUBGRADE OR �,, US-DS SALEM JV. LLC L 7 � ,a PREMOLDED FILLER. b ,c...� y�° ..., _� , ,. �� r� ,�`• < �� ! 'r�` � �'�' UNDISTURBED MATERIAL � �,� �:;�� ,��^°t� �,; » , �. C/O URBAN SPACES, LLC. . FROM FACE OF CURB 4. " 2 TOOLED JOINT 6 �° 3. SEE PLAN FOR ELEVATIONS AT CURB -�'`''` #'�' " `�� `µ�` :"°" '& '`•° ' • '''� '° A �'� ` � 111 FIRST STREET 'VERSION RIDGE � 4. SIDEWALK CROSS SLOPE TO BE 1.5% MAX & SIDEWALK LONGITUDINAL RUNNING CAMBRIDGE, MA 02141 SLOPE TO BE 4.5% MAX, TYP. PROJECT: TEMPORARY CONSTRUCTION ENTRANC"DGT 5 a )NC3t TE SIDEWALK �� 65 WAS H I N GTO N STREET PMTOWAMN='03CAE 6 NOTro� SALEM, MA 100 NOTE: PROJECT NO. 2198-01 DATE: 10-26-17 TACK COAT - PROVIDE EMULSIFIED ASPHALT WHICH CONFORMS TO THE REQUIREMENTS OF THE STATE SPECIFICATIONS, DILUTED WITH ONE PART A 7' SCALE: AS SHOWN DWG. NAME: C-2198-01 WATER TO ONE ONE PART ASPHALT FOLLOWING AASHTO M 140/ASTM D997, (MIN) STEEL BOLLARD CAP DESIGNED BY: DR CHECKED BY: WK OR AASHTO M208/ASTM D2397, SS-1 H, CSS-1, OR CSS-1 H. � �` '° �x, - z �px a }ems r � " p ` GRANULAR BASE COURSE PER GEOTECH REPORT '_ B ° p 6"0 SCH 40 STEEL PIPE PREPARED BY: FILLED WITH CONCRETE : (3000 PSI) PAINT �j z CLEAN JOINT OF ALL DEBRIS t° , ^4 �� ` REFLECTIVE YELLOW ` � p 90' CUT OPTION SAW CUT EDGES SUBGRADE COURSE PER GEO-TECH REPORT®� C 2 4 p AND PROVIDE TACK COAT ` � A ` `°� ' ' '�'�. ,� e (MIN) o * 1" IN LEDGE DRILL FINISHED GRADE (MIN.) n NOTES: ° & GROUT TO A ALLEN & MAJOR EXISTING TOP," -, � PROPOSED TOP COURSE 1. SURFACE COURSE, BASE, AND SUBGRADE SHALL BE PER GEOTECHNICAL MIN OF 2' a ENGINEER'S RECOMMENDATIONS FOR LOCAL SOILS OR DRAINAGE ' •p EXISTING BASE COURSE CONDITIONS AND/OR METHODS. 3.125" ASSOCIATES, INC. PROPOSED BASE COURSE 2. SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY (AS e. DETERMINED BY ASTM D1557). " " .164" 3000 PSI civil & structural engineering ♦ land surveying 1 1.25 CONCRETE BASE o^ environmental consulting ♦ landscape architecture �• 3. COORDINATE PAVEMENT DETAIL WITH GEOTECHNICAL ENGINEER. I ? w w w . a 1 1 e n m a j o r . c o m EXISTING GRAVEL BASE �' m� PR P RA . ., ' STANDIARDSIGNPOSf v 100 COMMERCE WAY "m HOT To SCALE` WOBURN MA 1118-0118 A= 1.5 ASPHALT CONCRETE - SURFACE COURSE (M.3.11.0, TABLE A, TOP COURSE) -ALL EXPOSED PIPE SHALL BE 1.5" ASPHALT CONCRETE - BINDER COURSE (M.3.11.0, TABLE A, BINDER COURSE) PAINTED WITH CATALYZED EPDXY •' TEL: (781) 985-6889 SEE STANDARD 12" MIN. LENGTH: AS REQUIRED PAINT. (COLOR AS DIRECTED ': . ' ° ' '� FAX: (781) 935-2896 6= 4 BASE COURSE MHD 2.01.7 WEIGHT PER LF: 2.50 LBS MIN . : Co- WOBURN, MA ♦ LAKEVILLE, MA • MANCHESTER, NH PAVEMENT DETAIL ( ) » ( ) BY ENGINEER) •• C= 12 SUBBASE COURSE (MHD 1.03.0, TYPE B) HOLES: DIAMETER, 1 C-C FULL `� THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. LENGTH -A BITUMASTIC COATING » » CLIENT/CLIENTS REPRESENTATNE OR CONSULTANT MAY BE HEAVY DUTY PAVING STEEL: SHALL CONFORM TO ASTM SHALL BE APPLIED TO ALL (MIN.) (MIN. PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC A= 2" ASPHALT CONCRETE - SURFACE COURSE (M.3.11.0, TABLE A. TOP COURSE) A-499 OR ASTM A-576 PIPE BELOW GRADE MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 2" ASPHALT CONCRETE - BINDER COURSE (M.3.11.0, TABLE A, BINDER COURSE) FINISH: SHALL BE PAINTED WITH 2 1'-6" APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE COATS OF AN APPROVED MEDIUM (MIN.) MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR » GREEN, BAKED ON OR AIR DRIED, OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL • B= 6 BASE COURSE (MHD 2.01.7) PAINT OF WEATHER RESISTANT QUALITY. INDICATION OF THE DOCUMENT'S AUTHORSHIP ON THE MAGNETIC C= 15" SUBBASE COURSE (MHD 1.03.0, TYPE B) MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF PA e4r KEY .rr 8 STANDI�►P. MEAVY L OMINOUS PAVEMENT 9 s�� I �PIPE Route AT TRANSFORMER I I ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. �"��E I'�'TO�E DRAWING TITLE: SHEET No. CIVIL DETAILS C-501 N.•\PROJECTS\2198-01\CIVIL\DRA WINGS\CURRENT\C-2198-01_DETAILS.DWG CopyrightC©1017A11* jorAssociate�Inc. .v[x; tsRes mRa&wd I VARIES 24" 0 MANHOLE FRAME & COVER TO BE COVER TO BE NEENAH LETTERED DRAIN FOUNDARY R-1720—A, H-20 (3" HIGH) LOADING (OR APPROVED EQUAL) MIN. ITH EQUIPMENT PAD W!0 8" BRICK SET IN z ADJUST TO RFULLDE WMORTAR w TRANSFORMER „ v v w <k 48" BED OR PRECAST CONCRETE 6 CONCRETE SLAB aW N (MIN.) RINGS MAX 12 ADJUSTMENT > (LENGTH AND WIDTH VARY) 1*1 12" 4" TRANSFORMER WIDTH 6x6 W2.9xW2.9 z 5M.....�_,_., MIN. MIN N o ALUMINUM MANHO'REINFOLE SECTIONS CED CONCRETE 4,500 P.S.I. (MIN.) F v STEPS ® CONFORMING TO ASTM C478. „ STRENGTH W 12 O.C. A STEEL REBAR PER ASTM (n SHRINK Al064/A1064M ,a NON • .° : MORTAR _ 3; MORTAR JOINT (TYP.) 10 tD •A :'.�.. ° ° FILL W zo MIN 01N AROUND PIPE m w IN INVER VARIES NVER DRAIN PIPE (DIAMETER (n ) Cq y 'F � STONE FILE y UTSIDE DIAMETER ..,r ,L' .. M ✓fit " "' .... o y< .:. PLUS 2 INCHES N � e 12" MIN M2.01.4 GENERATOR WIDTH PLUS 2'-8" NOTE CRUSHED STONE 1. THE MANHOLE, INCLUDING ALL COMPONENT PARTS, SHALL HAVE ADEQUATE � th9f� BOARD NOTES: SPACE AND STRENGTH QUALITIES CONSIDERED NECESSARY FOR THE INTENDED REQUIREMENT AND CONFIGURATIONS SHALL BE AS SHOWN ON THE SERVICE. SPACE REQ 1. REFERENCE MECHANICAL/ELECTRICAL ENGINEERS PLANS FOR ANY PIPE,CONDUIT AND GROUND WIRE LOCATIONS. DRAWING. THE COMPLETE STRUCTURE SHALL BE OF SUCH MATERIAL AND QUALITY APPROVED.,.; 2. CONCRETE PAD AND BOLLARDS SHALL BE INSTALLED PER UTILITY PROVIDER AS TO WITHSTAND (H-20 LOADING) WITHOUT FAILURE. - REQUIREMENTS. t S ITF_ P LAN N�USED PRECAST DRAIN MANHOLE 3 TRANSFORMER PAD NOTi+o Sr,�uE � NOTTOSc�u,E � NOT To scaF or N OTES: WAYNE A. SECTION UNDER ROADWAY OR SIDEWALK SECTION UNDER GRASS KEEFNER IMUM BURIAL DEPTH (FINISH GRADE TO TOP OF PIPE) CIVIL H PIPE (SEWER & DRAIN) — SEE PLAN OR PROFILE UTILITY IDENTIFICATION TAPE No.413t3 SSURE PIPE UNDER PAVING — 4' ROADWAY OR SIDEWALK �F% �.� SSURE PIPE BENEATH UNPAVED — 3' LANDSCAPING (NOTE 6) (NOTE 5)ER PIPE — 5' 2. WHERE BACKFILL IS DESIGNATED AS COMPACTED, THIS MEANS 90 ` TO 95% STANDARD PROCTOR. AASHTO T-99. ALL FILL PLACED . PAVEMENT BASE UNDISTURBED MATERIAL BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. PROFESSIONA EN EER FO COURSE ALLEN & MAJOR ASSOCIATES, INC. 3. TRENCHES WITHIN PUBLIC RIGHT OF WAY MAY REQUIRE FLOWABLE MINIMUM BURIAL FILL. VERIFY WITH MUNICIPAL ENGINEER. x\ COMMON FILL AND 4 9 F`' q � DEPTH — SEE NOTE 1 4. WHERE WASTE FILLS ARE ENCOUNTERED AT SUBGRADE LEVEL FOR ON—SITE FILL MATERIAL ',r aa �° ` (FINISH GRADE TO TOP OF PIPE)`r NEW UTILITIES, THE FILL SHOULD BE OVER—EXCAVATE, THE GEOTECHNICALLY "�� ° �'" r" ,f' . ,� , SUBGRADE SHOULD BE RE—COMPACTED, AND BACKFILL CONSISTING SUITABLE FOR REUSE OF PIPE BEDDING MATERIAL, CRUSHED STONE OR OTHER SUITABLE ON—SITE AS BACKFILL f GRANULAR FILL SHOULD BE PLACED TO A SUFFICIENT DEPTH TO `'F X CREATE A FIRM AND STABLE SUBGRADE (TYPICALLY 12 TO 18 3/4" CRUSHED STONE INCHES OVER—EXCAVATION). BEDDING USED FOR RCP, 6" HDPE, PVC AND DI PIPES. ., REV DATE DESCRIPTION 5. REFER TO PAVING, CURBS, WALKS AND DRIVEWAY DETAILS. OTHER MATERIALS PER - �� MANUFACTURER APPLICANT\OWNER: 6. REFER TO LANDSCAPING DETAILS. RECOMMENDATIONS , 6" MIN. IN EARTH US-DS SALEM JV. LLC 12" MIN. IN ROCK C/0 URBAN SPACES, LLC. FILTER FABRIC USE #, SOIL TYPE 111 FIRST STREET FILTER FABRIC PIPE DIAMETER CAMBRIDGE, MA 02141 SILT OR CLAY GRANULAR SOIL (SEE TABLE) PROJECT: ABOVE GROUND FILTER FABRIC FILTER FABRIC WATER NOT REQUIRED NOT REQUIRED NMUSED 65 WASHINGTON STREET BELOW GROUND FILTER FABRIC FILTER FABRIC NOT USED N=70WAIIE 5 SALEM, MA WATER REQUIRED NOT REQUIRED TRENCH SEC110N 4 NOT TO SCALE 6 NOT TO SCAE PROJECT NO. 2198-01 DATE: 10-26-17 SCALE: AS SHOWN DWG. NAME: C-2198-01 MINIMUM THRUST BLOCK BEARING AREAS DESIGNED BY: DR CHECKED BY: WK PIPE 90' BEND 45' BEND 22.5' BEND TEES, PLUGS, CAPS & ��G� THRUSTTE 2' " CONCRETE PREPARED BY: DIAMETER (SQ. FT.) (SQ. FT.) (SQ. FT.) HYDRANTS (SQ.FT.) ,�J,�Q-mow BLOCK THRUST EXISTING WATER MAIN 6" 5 3 3 4 ��\�� WATER MAIN BLOCK 811 9 6 3 9 J�' r 10" 13 7 4 12 „ 20 10 5 16 � � . . - �� .�. . . O 12 O SOFT CLAY 4 r BEND ANGLE L L E N l7L MAJOR SAND 2 VARIES BACK FILL SAND & GRAVEL 1.33 PLAN ELEVATION MECHANICAL JOINT PROPOSED SHALE 0.4 TAPPING SLEEVE WATER MAIN ASSOCIATES, INC. MECHANICAL JOINT/ CONCRETE civil & structural engineering ♦ land surveying PLACE MASONRY BLOCK PUSH—ON JOINT g g Y g NOTES: w y THRUST environmental consulting • landscape architecture 1. ALL WATER MAIN FITTINGS, BENDS, TEES, PLUGS ETC. SHALL BE RESTRAINED W m BLOCK FRAME UNDER ACCESS TAPPING VALVE w w w . a 1 1 e n m a j o r . c o m THRUST BLOCKS EXCEPT WHERE NOTED. / �,� FLAG ROCK CONCRETE PIPE ON COMPACTED 100 COMMERCE WAY 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR )o PLUG THRUST FILL. DO NOT REST VALVE BOX OR VALVE P.O. BOX 2118 AGAINST UNDISTURBED EARTH. o W TEE BLOCK ON VALVE INDICATOR AS REQ D WOBURN MA 01888-0118 3. SIZE OF CONCRETE THRUST BLOCKS SHALL BE AS NOTED BELOW. N `3 PROPOSED TEL: (781) 935-6889 4. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLOCK CONCRETE SHALL BE O WATER MAIN FAX: (781) 935-2896 3,000 P.S.I. WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH 5. KEEP CONCRETE CLEAR OF MECHANICAL JOINTS. WATER MAIN THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. 6. THE BELOW PREDICATED ON A WATER PRESSURE OF 225 PSI AND A SOIL " " CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE RESISTANCE OF 2000 PSF (TILL). FOR OTHER SOILS THE VALUES IN THE ABOVE BACK FILL SOCKET CLAMPS AND PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC TABLE SHALL BE MULTIPLIED BY: TIE RODS MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC 7. ALL CAST—IN—PLACE THRUST BLOCKS SHALL BE FORMED UP WITH PLYWOOD SO PLAN ELEVATION APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE THAT CONCRETE IS NOT CAST AROUND FITTINGS OR MECHANICAL JOINTS. EXISTING WATER MAIN MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.-S WORK PRODUCT. DRAWING TITLE: SHEET No. RUST BLOCK TAPPING SLEEVE NOT USED 6 TM WrTOS 7 NOT TO SCALE $ V NOT71DSG1LF CIVIL IL DETAILS C- 502 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-01_DETAILS.DWG Copyrig6tQ2AffRiea ReservAssociate�Ina All Rights Reserved TILE TECH OR APPROVED EQUAL, 2" THICK DETECTABLE WARNING PAVERS TO CONTRAST VISUALLY WITH ADJOINING SURFACES. '2" X 11.75" X 11.75" CONCRETE PAVER. 7.5% MAX SUBMIT SHOP DRAWING AND SAMPLE FOR APPROVAL OF SLOPE COLOR. SET FLUSH WITH ADJACENT CONCRETE. SEE 1.57. MAX DETECTABLE WARNING PAVERS DETAIL LOPE 4.5% MAX 4.5% MAX „ ; SLOPE MAX SLOPE 6 1.5% 7.5% M SLOPE ALL 1.5% MAX SLOPE DIRECTIONS SLOPE .: . •- .... ,;,� .•• <, ,.b #.. .b ,�-> ...,-. .; �..;, ; " 51. MAX .k..•', •>�, . 24 • SLOPE ' ,<•,,,.i .. �a a+aro ,,r .. A , @. '. ., ,. -, ,. a ,,,s,,, a • • •,M•t x 6 �� g� � " 4.5%,.MAX 2 • ` �' �. .. ' . ' , -- CURBING PER VARIES „ : <, ,.. 7 .,J,. • SLOPE CURBING PER ,. ,. , r,<' .°• PLANS SEE PLAN SEE p PLANS L4N , ,•z `- g PLAIN CEMENT 5 (MIN) VARIES CURBING PER SLOPE SEE PLAN SLOPE CURBIN PLANS 3.3' MIN. TO MATCH GUTTER CONCRETE SEE PLAN DETECTABLE NOTES: ` WARNING PAVERS MAX THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. 2' MIN 1.5% SURFACE 1. RAMP CROSS SECTION TO BE THE SAME AS ADJACENT SIDEWALK; I.E. DEPTH OF SURFACE AND FOUNDATION. 2" DETECTABLE Y . ...., WARNING PAVERS C 2. PORTLAND CEMENT CONCRETE RAMPS .ARE TO BE TEXTURED BY BROOMING IN A DIRECTION PARALLEL TO THE TYPICAL ROAD WAY, LENGTH OF THE RAMP. SECTION 6" CONCRETE 3. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE. 8" GRAVEL BORROW 4. THE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING APPURTENANCES OR CONDITIONS WILL MAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE. CONSULT CIVIL ENGINEER PRIOR TO MAKING ANY MODIFICATIONS. WHEELCHAIR RAMP � NOT USED NOT TO SCALE Z NOT TO SCALE 3/4" LACING RODS rIN10.0' -----^��_ ��____�, �. NOTE t � ; � N° CATCH BASIN 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE •c� ° ;.. , 1 t. COVER AND GRATE APPLICABLE. bF .',s , 3 �.1 �r WAYNE A. 1 f4 8 O g GRADE ADJUSTERS 2. THE COVER SHOULD BE POSITIONED OVER THE 240 OUTLET RISER PIPE AND 1 CIVIL ,_,. :J TO SUIT FINISHED THE 6"� OIL PORT. KEEFNER :: GRADE W No.41313 N . y l 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING EYE BOLT 1"° p ,pl to T A 24" : U.S. PATENTS: 4985148 5498331 5725760 5753115 5849181. c ° .' 2 NUTS PER BOLT 4. CONTACT A CONCRETE PIPE DIVISION REPRESENTATIVE FOR FURTHER DETAILS /CWL MECHANICAL JOINT o0 1' s ., ., g " 4"0 PVC PIPE v NOT LISTED ON THIS DRAWING. s N - ,, 6"� >-1 h- " �- 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO PURCHASE a' GATE OR FITTING tf r7. A MIN. 15 HIGH Q k'-•, `= •: AND INSTALLATION. t W/ 4" CAP STORMCEPTOR SEE NOTE 2 PROFESSIONAL ENGINEER OR � •. INSERT ALLEN & MAJOR ASSOCIATES, INC. PIPE SIB No. LAICING RODS 4 0 OIL 4 . 6 & 8 2 - 3/4 1 . " :;. � Q PORT 1` L »,9 OUTLET 10 & 12" 4 - 3/4 16" 4 - 3/4 I h .,d"., I 4 OUTLET " „ . R _ RISER PIPE 20 ---- STANDARD LENGTHS ARE 6 & 10 . COUPLINGS MAY BE USED FOR LONGER PLAN T- • h y - a LENGTHS. NOT TO SCALE NOTES: � " a A 1/31/18 PEER REVIEW COMMENTS o 1. NUMBER OF LACING RODS IS BASED ON :MAXIMUM PRESSURE OF 125 P.S.I. GENERAL NOTES: CONCRETE: DOWNPIPE o REV DATE DESCRIPTION IN MAIN. .1. ALL DRAINAGE STUCTURES SHALL BE PRECAST CONCRETE. (REMOVEABLE) OUTLET APPLICANT\OWNER: 2. 28 DAY COMPRESSIVE STRENGTH F'E = 5,000 PSI STEEL REINFORCEMENT: US-DS SALEM JV. LLC 2. EYE-BOLTS AND LACING RODS ARE TO BE FABRICATED FROM A-36 STEEL. ASTM A-615, GRADE 60, ASTM A-185, GRADE 65 4"0 OUTLET 3. COVER TO STEEL - 1" MINIMUM RISER PIPE C/O URBAN SPACES, LLC. 3. STEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 111 FIRST STREET 4. DESIGN LOADING-AASHTO HS-20-44 LIVE LOAD 8 48"0 5 CAMBRIDGE MA 02141 36,000 P.S.I. 5. EARTH COVER 0 TO 5 FEET MAX. INSERT TEE HERE , - 6. CONSTRUCTION JOINT - FLAT •• . . a % a .•... •� . •• �, : TEE OPENING TO 4. EYE BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF 7,000 LBS. EACH. 7, APPROXIMATE WEIGHTS TOP SLAB ® 2.50 TONS 6' BASE SECTION ® 3.50 �° •• °0 ( PROJECT: TONS. FACE SIDE WALL) MECHANICAL JOINT LACING NOT To SCALE 3 SECTION THRU CHAMBER PLAN VIEW WATER RIM=VARIES sroRMcEPTOR STG4501 FRAME AND COVER 65 WAS H I N GTO N STREET 5 TIGHT FINISHED GRADE NOT To sCALE MORTAR FILL SALEM, MA AROUND CONCRETE COLLAR PIPES, TYP.r TOP OF DRYWELL °.° ., = ELEV.=VARIES X • PROJECT NO. 2198-01 DATE: 10-26-17 120,HD� O O O 12 . INV.=20.78 SCALE: AS SHOWN DWG. NAME: C-2198-01 INLET FROM E PIPE WQU-1 4 @O OO OO O 12'�p DESIGNED BY: DR CHECKED BY: WK E OUTLET TO r O O O O O " PREPARED BY: INV.=20.78 s s DMH-1 0 @ @ @ O ,v' CLEAN, CRUSHED, w .. . . ANGULAR NO. 4 BOT. OF t i (AASHTO 43) DRYWELL 1 .', 12" �f, . @@ OO OO @ � �� STONE OR PLANNING E3 0AR[) W ELEV. 16.70 _ 1 APPROVED EQUAL k A. t.., BOTTOM OF APPROVED ALLEN & MAJOR r STONE SITE P ASSOCIATES, IN oc s c ; + I1 III IZIII � I Z Ifr t...�;E .., ;,,__ m� -_� ,. ,��-� .,� ,.; :� � civil &. structural engineering ♦ land surveying o�� 1 € m_ ¢I, . I!�Ik , IIF- liF.all �E1� .I FILTER FABRIC environmental consulting ♦landscape architecture TO BE AASHTO L :I w w w . a 1 1 e n m a j o r . c o m w3 o ? I ' r III ,II Gk - 1L e41II M288 CLASS 2 Z M 1 s=. i I _.C s_1 100 COMMERCE WAY O O I` I R F_� .!., I "I I , I - ,� : NON-WOVEN P.O. BOX 2118 w O o I;. , I GEOTEXTILE. ALL \,ED WOBURN MA 01888-0118 Q (� O=0 (V !,. , „ '.'., ` ,, i � , L ? AROUND CLEAN, 1 E C TEL: (781) 935-6889 1 #; �- I f, ,I I�_,_ I ;-B 1 E I III I ;I ,_.. f I, ...1 CRUSHED,;6. , 4 - � E. :I CASHED, FAX: (781) 935-2896 O= - m f, � � i ANGULAR STONE. FEBFE rGD O1 �O�t1 WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH DEPT.OF PLANNING & THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. -------- �• ---- EXISTING COMMUNITY DEVELOPMEN CLIENT/CLIENT'S REPRESENTATIVE OR CONSULTANT MAY BE UNDISTURBED PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC SUBGRADE APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR ELEVATION OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC PRECAST DRYWELL MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND NOT TO SCALE SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. DRAWING TITLE: SHEET No. DRY WELL CYLINDRICAL 8' DIAMETER NOT TO SCALE _ 4 CIVIL DETAILS C-503 N.\PROJECTS\2198-01\C/V/L\DRAWINGS\CURRENT\C-2198-01_DETAILS.DWG c0pyr1:9br(D2017.wCn&Majorass«iares,bc. All RiglitsResm ed i LEGEND DECIDUOUS TREE t ' EVERGREEN TREE 0*0 FLOWERING TREE SHRUBS �0 a 4 1 TOPSOIL FOR LAWN, TREES, L Bot MULCH BED U SHRUBS, & PERENIALS �� 4 SHRUB PLANTING DETAIL PERENNIALS/GROUNDCOVER t i L Sot <ti WILDFLOWER SEED MIX 3CR a k EROSION CONTROL SEED MIX 3 AA X 1 M 3HY TC 0 x 43VM ,R ~~. t LOAM & SOD,_,TYP.---- . 14 25HL • 3AA � c ' > a N ♦ 8 ' 4HY i 175VM �0 2RR �� . > . f $" 9RR n b 4AA 3RP ' 1 �\ LOAMi & PLANTING SCHEDULE-TREES SHRUBS GOF SOD TYP. _ ROUNDCOVERS & PERENNIALS ti 5AF rr WAYNE A. KEEFNER C 3TG CIVIL n k 34PT r _`- No.41313 I i 5HY a 8AT ? DECIDUOUS TREESC/STE��°� 81 M '{ BO A r 8AT , KEY QUANTITY . SIZE SPACING COMMENTS vnv a a , t 3RR ' :2 EVERGREEN'7REE ':DETAIL AMELANCHIER G. 'RAINBOW RAINBOW PILLAR , lu-A I al 0) 1 31N L-50t r AA 8 10-12 HT. AS SHOWN MULTI-STEMMED 6AD AM � ILLAR ERVICEBERRY PROFESSIO L GINE R MULTI-FAMILY RESIDENTIAL BUILDING r ALLEN & M JOR ASSOCIATES INC. ' BUILDING AREA�17,200t S.F. AF 6 ACER FREEMANII 'AUTUMN AUTUMN BLAZE MAPLE 2.5-3" CAL. AS SHOWN B&B 14HL BLAZE �. 3RR 5 STORIES RESIDENIIAL OVER` N �y 'GREEN PILLAR FASTIGIATE �. 2 STORIES GARAGE RETAIL 6 8AT - A QUERCUS P. GREEN PILLAR OAK 2 5 3 CAL AS SHOWN B&B i 81M FFE-EXISTING ELEVATION . . TC 4 TILIA CORDATA 'GREENSPIRE' �GREENSPIRE' LITTLELEAF " " t 4 I f 3 —3.5 CAL. AS SHOWN B&B LINDEN ` EVERGREEN TREES TOPSOIL FOR LAWN, TREES, 1 `k SHRUBS, & PERENIALS L Sot G IN 3 ILEX 'NELLIE STEVENS' ELLIE STEVENS HOLLY 7-8' HT. AS SHOWN &B B 8AT —2RR i REV DATE DESCRIPTION 3RP 3TG" SHRUBS 46PT 4HY APPLICANT\OWNER: a AD 6 AZALEA DELAWARE VALLEY WHITE y ; ;r DELAWARE VALLEY WHITE AZALEA #7 AS SHOWN POT US-DS SALEM JV. LLC VARIEGATED RED TWIG CI 12 CORNUS ALBA IVORY HALO 7 AS C/O URBAN SPACES, LLC. � h DOGWOOD # HOWN POT 111 FIRST STREET .� v I , SHRUB PLANTING DETAIL 4 � i 1 HY 16 got z -w RANGEA #7 AS SHOWN POT CAMBRIDGE, MA 02141 HYDRANGEA A INCREDIBALL INCREDIBALL HYD IG 8 ILEX GLAB RA 'SH � I.� � _-~.. � � •' �, _� AMROCK' SHAMROCK INKBERRY #5 AS SHOWN POT PROJECT: 6. g � , ^_ wR ,.— � w ILEX MESERVEA PLA_........... = ..: `r LE IM 19 'BLUE PRINCE' (MALE) LUE PRINCESS HOLLY 3'-3.5' HT. AS SHOWN FOR EVERYT 1 0 'BLUE PRINCESS' (FEMALE)• 65 WASHINGTON STREET � �'' 11 LS � � - . -- --- �. 2SJ ) FEMALE RHODODENDRON RHODODENDRON SALEM MA TC 8P0 41G 8EP RR 19 2.5 —3 HT. AS SHOWN POT TC�..I, 18EP✓ 25VM 25VM TC SCINTILLATION SCINTILLATION ~` 1 TOPSOIL FOR LAWN, TREES, RODODENDRON 'PERCY PERCY WISEMAN SHRUB PLANTING-DETAIL 4 20P 2.5'-3' HT. AS SHOWN POT t 501 SHRUBS, ,& PERENIALS RP 6 IWISEMAN' RHODODENDRONLSotSPIRAEA JAPONICA 3 DECIDUOUS TREE PLANTINGAPANESE SPIREA #5 AS SHOWN POT t 50t DETAIL SiSJ 4 .'LITTLE PRINCESS' PROJECT NO. 2198-01 DATE: 1 -26-17 TG 6 TAXUS X MEDIA 'GREENWAVE' DENSE YEW 2'-2.5' HT. AS SHOWN B&B SCALE: 1'-2V DWG. NAME: C 2198-01 �. STR ET PERENNIALS/GRASSES WASHINGTON .-� ' ` ~—•--�- ..,� — VARIABLE WIDTH) DESIGNED BY: BCD/ DR CHECKED BY: WK PUBLIC AT 32 ASTILBE ARENDSII 'FANAL' ASTILBE #2 18" O.C. STAGGERED PREPARED BY: EP 16 KNEE IHAGEA PURPUREA 'KIM' PURP,E NE EFLOWE HIGH #2 18" O.0 STAGGERED .,. HL 39 HOSTA 'LUNA MOTH' LUNA MOTH HOSTA #2 24" O.C. STAGGERED LS 11 LEUCANTHEMUM SUPERBUM SNOW LADY SHASTA DAISY #2 18" O.C. STAGGERED GENER /� I SNOW LADY AL NOTES. PO 16 POLEMONIUM R. 'STAIRWAY STAIRWAY TO HEAVEN #2 18" O.C. STAGGERED ALLEN & MAJOR 0 HEAVEN JACOB S LADDER 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE PT 80 PACHYSANDRA TERMINALIS PACHYSANDRA QT. 12" O.C. STAGGERED ASSOCIATES INC. WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL VM 268 VINCA MINOR MYRTLE QT. 12" civil & structural engineering • land surveying O.C. STAGGERED environmental consulting •landscape architecture EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE w w w , a I I e n m a j o r . c o m CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 100 COMMERCE WAY UNDERGROUND UTILITIES. P.O. BOX 2118 WOBURN MA 01888-0118 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR TEL: (781) 935-6889 ASSOCIATES FAX: (781) 935-2896 INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, WOBURN, MA ♦ LAKEVILLE, MA ♦ MANCHESTER, NH RECALCULATIONMISUSE, OR INFORMATION T DIG SAFE WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC.I SOSTRICTLY PROHIBITED. THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAY BE 0 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 FEET PROVIDED COPIES of DRAWINGS AND SPECIFICATIONS ON MAGNETIC MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES AND SHRUBS APPLICATION To THIS PROJECT. DUE TO THE POTENTIAL THAT THE DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN TREE / SHRUB PIT FOR FULL MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL TREES. ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE GRAPHIC SCALE MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND AND OR PLACEMENT. GENERAL CONTRACTOR, DEMOLITION CONTRACTOR, AND SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 20 0 10 20 4o so ALLEN&MAJOR ASSOCIATES,INC.'S WORK PRODUCT. LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL BEFORE YOU DIG REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM DEPTHS OF DRAWING TITLE: SHEET No. CALL 811 OR - PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL COST TO OWNER. SEE ( ) 1-888-DIG-SAFE TOPSOIL DETAIL. IN FEET 1-888-344-7233 1 inch = 20 ft. LANDSCAPE PLAN L-101 N.\PROJECTS\2198-01\CIVIL\DRAWINGS\CURRENT\C-2198-0 1—LANDSCAPING.DWG C0PY1i9btQ2017A11en&MajotAssocistr4bc. AHRightsReserved SEED. SEE REMOVE ARBORKNOT AFTER ONE LANS DSCAPE GROWING SEASON 0 LANDSCAPE NOTES. TYPE ARBORKNOT BY DEEP ROOTS OR 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SALEM, APPROVED EQUAL 1. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE �} TO NURSERY OR FIELD GRADE. ROOT FLARE SHALL BE 2" ABOVE MA. I VI� OFFSITE COMPACTED FINISH GRADE. REMOVE SOIL FROM TRUNK FLARE OF TREE TO 2. PLANTING PLAN IS DIAGRAMMATIC IN NATURE. FINAL PLACEMENT OF PLANTS TO BE SCREENED DETERMINE ACTUAL TOP OF ROOTBALL AREA. TOPSOIL 3" BARK MULCH IN SAUCER APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. GENERAL NOTE (NO STONES 2. INSTALL THREE GUYS PER TREE, EQUALLY SPACED AROUND BALL. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY # 3 ABOVE ';:yK<.' W. :, ::. : LARGER PLANT SAUCER, 4 CONTINUOUS WITH - - - - FOR DEPTHS n BARK MULCH PERMITTING AGENCIES, AND "DIG SAFE" U1 888 344 7233 OAT LEAST 72 HOURS IIN THE :. : . ._..:: M THAN 3/8 ) 3. ATTACH GUYS AT 2/3 HEIGHT OF TREE. A; „ ADVANCE OF ANY WORK THAT WILL REQ IRE EXCAVATION. NTRACTOR SHALL NOT FY WARNING FLAG 18 ABOVE FINISH OWNERS REPRESENTATIVE OF NAY CONFLICTS IN WRITING. COMPACTED GRADE 4. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, SUBGRADE SOILS. �z ®j FINISH GRADE 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT 4. NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS � j !�fl�� MOSS, 10% SAND. BEEN COMPLETED IN THE IMMEDIATE AREA, ANY TREES NOTED AS "SEAL OR SELECTED SET ANGLE OF GUYS TO ENTER 5. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN SPECIMEN SHALL BE TAGGED AND SEALED BY THE LANDSCAPE ARCHITECT. TEXTURE CLASS % OF TOTAL WEIGHT GROUND AT LIMIT OF BRANCH PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT 5. ALL TREES SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE NOTED OR SAND 45% - 65% COMPLETION. , SILT 15% - 35% APPROVED BY THE OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT. CLAY 5% - 20% ' _ STEEL EYE STAKES BY DEEP ROOTS OR APPROVED EQUAL 6. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON PLANT LIST. QUANTITIES SHOWN ON ROOTS PLANS SHALL GOVERN OVER PLANT LIST. OWNER'S SIEVE % PASSING - PLANTING SOIL MIX: BACKFILL IN LOOSE 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY 3/8" 100 LIFTS OF 6"-8" DEPTH. SETTLE WITH REPRESENTATIVE AND LANDSCAPE ARCHITECT. NO. 4 85-100 13 X DIA. OF THOROUGH WATERING. SEE NOTES 3&4. NO. 40 60-85 ROOTBALL 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE GUIDELINES ESTABLISHED BY THE NO. 100 38-60 WITH SLOPED UT AND REMOVE BURLAP AND STANDARDS FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NO. 200 10-35 SIDES WIRE BASKETS ENTIRELY. NURSERYMEN. 20 um LESS THAN 5% 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF ACCEPTANCE. NOTES: 1. TOP OF LOAM (TOPSOIL) IS FINISH GRADE. EVERGREEN TREE DETAIL NOT TO SCALE 2 10. ALL DISTURBED AREAS NOT OTHERWISE NOTED SHALL RECEIVE 6" OF SUITABLE LOAM & SEED LAWNS WITH 3:1 OR GREATER SLOPES SHALL BE PROTECTED WITH AN EROSION 2. ALL TOPSOIL (BOTH ONSITE AND OFFSITE SOURCES) SHALL BE CONTROL BLANKET. COMPOSED OF A NATURAL, FERTILE, FRIABLE SOIL TYPICAL OF CULTIVATED TOPSOILS OF THE LOCALITY. OFFSITE SOIL SHALL BE 11. ANY FALL TRANSPLANTING HAZARD PLANTS SHALL BE DUG IN THE SPRING AND STORED SUITABLE FOR THE GERMINATION OF SEEDS AND SUPPORT OF FOR FALL PLANTING. VEGETATIVE GROWTH, WITH ADDITIVES, IF REQUIRED, TO ACHIEVE PARTICLE DISTRIBUTION AND ORGANIC CONTENT BELOW. TOPSOIL 12. TREES SHALL HAVE A MINIMUM CALIPER AS INDICATED ON THE PLANTING SCHEDULE TAKEN SHALL BE TAKEN FROM A WELL-DRAINED, ARABLE SITE, FREE OF NOTES: ONE FOOT ABOVE THE ROOT CROWN. 'M SUBSOIL, LARGE STONES, EARTH CLODS, STICKS, STUMPS, CLAY (2) MIN. 2" X 2" X 8' ARBOR TIES BY DEEP ROOTS WAYNE A. LUMPS, ROOTS, OTHER OBJECTIONABLE, EXTRANEOUS MATTER OR WOOD POSTS FOR OR APPROVED' EQUAL 1. ALL TREES SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE 13. ALL PLANT BEDS AND TREE SAUCERS TO RECEIVE 3" OF PINE BARK MULCH. GROUND CIVIL KEEFNER .� DEBRIS NOR CONTAIN TOXIC SUBSTANCES. TREES UNDER 3" C EMOVE STAKES AFTER ONE AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. " No.41313 GROWING SEASON COVER AREAS SHALL RECEIVE 1 OF PINE BARK MULCH ROOT FLARE SHALL BE 2" ABOVE FINISH GRADE. REMOVE SOIL FROM �� 1sTE a 3. THE CONTRACTOR SHALL PROVIDE THE OWNER / LANDSCAPE o� 10'-0" FOR TREES > 3" CAL TRUNK FLARE OF TREE TO DETERMINE ACTUAL ROOTBALL AREA. 14. ALL DECIDUOUS TREES ADJACENT TO WALKWAYS AND ROADWAYS SHALL HAVE A ARCHITECT WITH TOPSOIL TEST RESULTS (RECOMMEND UMASS BRANCHING PATTERN TO ALLOW FOR A MINIMUM OF 7' OF CLEARANCE BETWEEN THE AMHERST SOIL TESTING LAB) FOR APPROVAL PRIOR TO OBTAINING AND 8'0" FOR TREES 3" CAL. AND 3" BARK MULCH 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, GROUND AND THE LOWEST BRANCH. PLACING THE SOIL. IF ANY TOPSOIL IS PURCHASED OR PLACED UNDER 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT 4" EARTH SAUCER WITH PRIOR TO APPROVAL BY OWNER / LANDSCAPE ARCHITECT, IT IS AT 6" MIN. TOPSOIL, BARK MULCH MOSS, 10% SAND. 15. ALL TREE STAKES SHALL BE STAINED DARK BROWN. CONTRACTORS RISK, AND IT CAN BE REMOVED AT NO ADDITIONAL NEW OR EXISTING PROFE SI NVI kill U A A AL GINE R OR COST TO THE OWNER. IF THE PLANTING SOIL (BOTH ONSITE AND 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN 16. CONTRACTOR RESPONSIBLE FOR WATERING, AND RESEEDING OF BARE SPOTS UNTIL A ALLEN & MAJOR ASSOCIATES, INC. OFFSITE SOURCES) DOES NOT FALL WITHIN THE REQUIRED SIEVE UT & REMOVE BURLAP PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT UNIFORM STAND OF VEGETATION IS ESTABLISHED AND ACCEPTED. ANALYSIS, TEXTURAL CLASS, ORGANIC CONTENT, OR PH RANGE, IT PLANTING MIX 390" MI AND WIRE BASKET ENTIRELY. COMPLETION. SHALL BE ADJUSTED TO MEET THE SPECIFICATIONS THROUGH THE BACK FILL SEE ALL PARKING ISLANDS PLANTED WITH SHRUBS SHALL HAVE 24" OF TOP SOIL. FINISH ADDITION OF SAND, COMPOST, LIMESTONE, OR ALUMINUM SULFATE TO NOTE 2 &3. - 17. GRADE SHALL BE EQUAL TO THE TOP OF CURB. BRING IT WITHIN THE SPECIFIED LIMITS AT NO ADDITIONAL COST TO 3 X DIA. OF THE OWNER. UNDISTURBED SOIL ROOTBALL 18. SOIL SAMPLES, TESTS, AND SHOP DRAWINGS SHALL BE PROVIDED TO THE LANDSCAPE ROOTBALL WITH SLOPED ARCHITECT OR THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. M 4. TOPSOIL SHALL HAVE A PH VALUE BETWEEN 5.5 AND 6.5. TOPSOIL SIDES SHALL CONTAIN BETWEEN 4% AND 8% ORGANIC MATTER OF TOTAL DRY 19. ALL PROPOSED LANDSCAPE AREAS INCLUDING MOWED LAWNS, TREES, SHRUB BEDS, AND WEIGHT AND SHALL CONFORM TO THE FOLLOWING GRADATION AND PERENNIALS SHALL BE PROVIDED WITH WATER EFFICIENT UNDERGROUND IRRIGATION. TEXTURE CLASS ABOVE. ROOTBALL DESIGN AND INSTALLATION OF IRRIGATION SYSTEM TO BE PERFORMED BY AN APPROVED REV DATE DESCRIPTION J REINFORCED RUBBER HOSE IRRIGATION DESIGN BUILD CONTRACTOR OR BY AN APPROVED EQUAL, TO BE DETERMINED x a BY THE OWNERS REPRESENTATIVE AND LANDSCAPE ARCHITECT. IRRIGATION SYSTEM IS TO APPLICANT\OWNER: TOPSOIL FOR LAWN, TREES, SHRUBS, & PERENNIALS I ,nM BE DESIGNED FOR EFFICIENT WATER USAGE INCLUDING: USE OF DRIP IRRIGATION FOR US-DS SALEM JV. LLC TREE PIT SHRUBS AND PERENNIALS, IRRIGATION SYSTEM WITH HEAD-TO-HEAD COVERAGE, A NOT TO SCALE N 0 CENTRAL SHUT-OFF VALVE, AND A RAIN SENSOR TO SHUT OFF IRRIGATION DURING RAIN C/O URBAN SPACES, LLC. 3 POSTS FOR ALL TREES EVENTS. 111 FIRST STREET 3" CALIPER & OVER CAMBRIDGE, MA 02141 3 X DIA �ROOTB I DECIDUOUS TREE PLANTING DETAIL PROJECT: WITH SLOPED SIDES NOT TO SCALE 3 LOAM AND SODDING NOTES 65 WASHINGTON STREET CONTRACTOR SHALL SOD AREAS NOTED ON THE PLANS. SALEM, MA GENERAL �IL NOTES: SOD IS TO BE A BLEND OF FOUR TO FIVE CURRENT AND IMPROVED HYBRID BLUEGRASS ' `� f NOTES: AND FESCUE MIXES APPROPRIATE FOR BOTH SEMI-SHADED AND AREAS OF SUN. 1. ALL SHRUBS SHALL HAVE THE SAME RELATIONSHIP TO FINISH GRADE 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE HYBRIDS MAY INCLUDE: BLACKSTONE KENTUCKY BLUEGRASS, AWARD KENTUCKY PROJECT NO. 2198-01 DATE: 10-26-17 WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR IT'S AFTER PLANTING AS THEY HAD AT THE ORIGINAL NURSERY SETTING. SET BLUEGRASS, CHALLENGER KENTUCKY BLUEGRASS, BLACKBURG II KENTUCKY BLUEGRASS OR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL SHRUB 1"-2" ABOVE FINISH GRADE. COMPARABLE AND EQUAL BLUEGRASS HYBRIDS. SCALE: V-##' DWG. NAME: C-2198-01 EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY 2. BACKFILL WITH PLANTING MIX. PLANT MIX TO BE: 50% NATIVE TOPSOIL, RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 20% COMPOST (LEAVES & ORGANIC MATERIAL, NO ASH) 20% PEAT MOSS, 1.SOD SHALL BE HIGH QUALITY, NURSERY GROWN ON CULTIVATED MINERAL DESIGNED BY: BCD/ DR CHECKED BY: WK CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 10% SAND. AGRICULTURAL SOILS. SOD SHALL BE MOIST, AND MACHINE CUT AT A UNIFORM SOIL UNDERGROUND UTILITIES. 3. ADD MYCORRHIZA SOIL ADDITIVES AND SLOW RELEASE FERTILIZER WHEN THICKNESS OF AT LEAST %" AT TIME OF CUTTING. MEASUREMENT FOR THICKNESS PREPARED BY. PLANT HOLES ARE 50% FILLED AND WATER THOROUGHLY AT COMPLETION. SHALL INCLUDE TOP GROWTH AND THATCH. SOD SHALL BE FREE OF DISEASES, 2. THE INFORMATION SHOWN ON THIS PLAN IS THE SOLE PROPERTY OF ALLEN & MAJOR 4. SHRUB BEDS TO HAVE 24" MIN. OF CONTINUOUS PLANTING SOIL. WEEDS, BARE SPOTS, OR INSECTS. ASSOCIATES, INC. IT'S INTENDED USE IS TO PROVIDE INFORMATION. ANY ALTERATION, MISUSE, OR RECALCULATION OF INFORMATION OR DATA WITHOUT THE EXPRESSED, 2. SODDING TO BE COMPLETED "IN SEASON" BETWEEN APRIL 1 TO JUNE 15 OR WRITTEN CONSENT OF ALLEN & MAJOR ASSOCIATES, INC. IS STRICTLY PROHIBITED. AUGUST 15 TO OCTOBER 1, EXCEPT FOR RE-SODDING OF BARE SPOTS. IF UNABLE TO SOD WITHIN THESE TIMEFRAMES, CONTRACTOR TO INSTALL EROSION CONTROL MATS 3. ALL LANDSCAPED AREAS WITH SHRUBS, TREES, AND PERENNIALS TO HAVE 2 FEET ON ALL SLOPES 3:1 AND OVER, HYDROSEED ALL EXPOSED AREAS, ADD SOIL ALLEN & MAJOR MINIMUM DEPTH OF TOPSOIL. TWO FEET OF TOPSOIL AROUND TREES AND SHRUBS STABILIZER "FLUX TERRA HP-FGM SOIL STABILIZER" AS MANUFACTURED BY "PROFILE" DOES NOT INCLUDE AMENDED PLANTING SOIL WITHIN TREE / SHRUB PIT FOR FULL 3" BARK MULCH REMOVE SOIL FROM TO HYDROSEED (AT RATE OF 3,000 LBS PER ACRE), AT NO ADDITIONAL COST TO THE ASSOCIATES INC. DEPTH OF ROOTBALLS. SEE PLANTING DETAILS FOR PLANTING DEPTH AT SHRUBS AND STEMS TO DETERMINE OWNER. CONTRACTOR TO COMPLETE ALL ABOVE "OUT OF SEASON" REQUIREMENTS TREES. ALL AREAS OF LOAM AND SEED TO HAVE 6" MINIMUM DEPTH OF TOPSOIL. 4" EARTH SAUCER WHERE ROOT AREA AND THEN ALSO BE RESPONSIBLE FOR RE-GRADING AND RE-SODDING ALL civil & structural engineering • land surveying TOPSOIL TO BE TESTED BY CONTRACTOR, AND APPROVED BY A&M PRIOR TO PURCHASE _ BEGINS DISTURBED, ERODED, OR BARE SPOTS WITHIN NEXT CLOSEST PLANTING SEASON IN environmental consulting ♦landscape architecture AND OR PLACEMENT. GENERAL CONTRACTOR, DEMOLITION CONTRACTOR, AND FINISHED GRADE FALL OR SPRING AT NO ADDITIONAL COST TO OWNER. CONTRACTOR RESPONSIBLE w w w . a 1 1 e n m a j o r , c o m ;, :��-:•�; OOT BALL �,.� t,:1r ;.:a LANDSCAPE CONTRACTOR TO COORDINATE PROPER DEPTH OF EXISTING MATERIAL ' '�%=�` '`'��'-�' ` =;a,►rw ��» • FOR ALL MAINTENANCE UNTIL FINAL ACCEPTANCE OF LAWN AREAS INCLUDING: OMERCE REMOVAL ACROSS SITE SO THAT 2 FEET MINIMUM AND 6" MINIMUM DEPTHS OF j' ~' ;c F".... 6" MIN. TOPSOIL, WATERING, ADDING FERTILIZERS AND LIME AND MOWING AT NO ADDITIONAL COST TO 100 P OM BOX 2118 AY PROPOSED TOPSOIL NOTED ABOVE ARE MET AT NO ADDITIONAL COST TO OWNER. SEE ROOT BALL NEW OR EXISTING OWNER. WOBURN MA 01888-0118 TOPSOIL DETAIL. TEL: (781) 935-6889 CUT & ROLL DOW Al PLANTING MIX 3. COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 25 POUNDS PER 1000 FAX: (781) 935-2896 BURLAP ® TOP J3 "`'' -''r =" """-' ''' '°'` SQ. FT. OR AS RECOMMENDED BY THE TESTING AGENCY. LIME TO BE SPREAD AT wosuRN, MA • LAKEVILLE. MA • MANCHESTER, NH "��`' `•� BACKFILL SEE OF ROOT BALL. IF THE RATE OF 100 POUNDS PER 1000 SO. FT OR AS RECOMMENDED BY THE TESTING DIG SAFE SYNTHETIC, REMOVE NOTES #2 &3 AGENCY. COMMERCIAL FERTILIZER SHALL BE A COMPLETE FERTILIZER CONTAINING AT THIS DRAWING HAS BEEN PREPARED IN ELECTRONIC FORMAT. ENTIRELY. g" LEAST 50% OF THE NITROGEN OF WHICH IS DERIVED FROM NATURAL ORGANIZE CLIENT/CLIENTS REPRESENTATIVE OR CONSULTANT MAYBE 3 X DIA. OF PROVIDED COPIES OF DRAWINGS AND SPECIFICATIONS ON MAGNETIC o (MIN) ROOTBALL UNDISTURBED SOIL SOURCES OF UREAFORM. IT SHALL CONTAIN THE FOLLOWING PERCENTAGES BY MEDIA FOR HIS/HER INFORMATION AND USE FOR SPECIFIC WITH SLOPED WEIGHT: NITROGEN (N) 10%, PHOSPHORUS (P) 6%, POTASH (K) 4%. LIME SHALL APPLICATION TO THIS PROJECT.DUE TO THE POTENTIAL THAT THE SIDES BE AN APPROVED AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 85% OF MAGNETIC INFORMATION MAY BE MODIFIED UNINTENTIONALLY OR TOTAL CARBONATES. LIMESTONE SHALL BE GROUND TO SUCH FINENESS THAT 50% OTHERWISE,ALLEN&MAJOR ASSOCIATES,INC.MAY REMOVE ALL WILL PASS A 100 MESH SIEVE AND 90% WILL PASS THROUGH A 20 MESH SIEVE. INDICATION OF THE DOCUMENTS AUTHORSHIP ON THE MAGNETIC SHRUB PLANTING DETAIL MEDIA.PRINTED REPRESENTATIONS OF THE DRAWINGS AND NOT TO SCALE 4 SPECIFICATIONS ISSUED SHALL BE THE ONLY RECORD COPIES OF 4. CONTRACTOR RESPONSIBLE FOR WATERING, MOWING, AND RE-SODDING OF LAWN ALLEN&MAJOR ASSOCIATES, INC.'S WORK PRODUCT. BARE SPOTS UNTIL A UNIFORM, HEALTHY STAND OF GRASS IS ESTABLISHED AND BEFORE YOU DIG ACCEPTED. DRAWING TITLE: SHEET No. CALL 811 OR 1-888-DIG-SAFE LANDSCAPE DETAILS L-501 1-888-344-7233 N.\PROJECTS\2198-01\CIVIL\DRA WINGS\CURRENT\C-2198-01-LANDSCAPING.DING Copyright(D2017AIlen&MajcrAssociate4Inc. All Rr tsReserved 30 CHURCH ST. 33 FEDERAL ST. , -- — TISE DESIGN TRANSFORMER ASSOCIATES ARCMTECTURE SITE PLANNING PROGRAM MANAGEMENT (dole I BUILDING ABOVE RAMP DOWN I T 16% SLOPE zi r ROLLING DOOR WITH 10% r U ct TRANSITION I WARNING LIGHT I +0 _ Zs' mr:: R 7VF L I PLANTER V 38F a Q Z 53A 54F 55F 56F 57C ITE P L U) * r 'k SPACE * * * * 32 CHURCH ST. 39F tg•-o. ts'- e'-s• o ._s. g._s . s._s. 0 Z m m a l D• 8_D. 8_D. 8_D. 8 J' .� .R, a �� a O 8• - 51F 4OF _t Q LIJ W I m ' (jl LAY � V � � L lcn II I 41F �c a l $ y I I J BENCHES -p UP +2 I BUILDING ABOVE I a F— i AR PANELS C co U 42F * " _ W " I I � U � U W Q a * •_ -43F �Drfo r-• g-1 • s-g• 7 g s-8•-s -•w 52C g 9• g• 9• 9• T U) m • F w 44F W-8' 9•_p�• 8-s• s'-s m s-8• 8•-s• F, �/ I F +2 L NT 58C 59F 60F 61F 62F 63F 64F 65F 66F 67F a I45F * s BENCHES I - I ART PANELS I I L 46F �c I• c _ m II I • II I 47F * �• 'm, U P I Z II LOBBY I I I � Q PACKAGE II I I O 48C CONCIERGE i i PL 0 U J F- I Q o I I Z GROUND LEVEL TRASH H W PARKING ART uP Z +n RETAIL- 2,840sq.ft. 4R O (F)ULL SIZE SPACES - 8.5+ X 18 =24 (A)CCESSIBLE, VAN - 16.0 X 18 =1 J 1 (9 U) (C)OMPACT SIZE SPACES - 7.5+ X16+ =5 �— c L--—•——�J TOTAL SPACES 30 SPACES PLANTER -———————————- r LED DOWNUGHT(TTP) STEP UCNT(TPP) DRAWING NO. * DENOTES OPT10N FOR STACKED PARKING LIFT �DENOTES 200V CHARGING STATIONS AlL 1 WASHINGTON STREET /�/Q-�\� `['JSJ 2 SCALE: 1/8• - 1' — 0• SCALE:1"=8'-0" DATE:2/15/2018 TRANSFORMER TISE DESIGN ASSOCIATES ARCHITECTURE SITE PLANNING PROGRAM MANAGEMENT beme �---BUILDING ABOVE I I I J J WARNING LIGHT Q STOR k E Z 1 C e t, •i 2C x � 18'-0• I `I 21 C 22 T Z O 32T 34T 36T Q 3 C 11 23C 28T 30T Q 4A I Z r � U �I 24C m ---------- J - ,33F 35F 37F Y/ CD 5A ' m 29F 31 F i d 25C AMP ABOVE c/) U) m 6 C m , 26 C m 7C F • m F 78'-I I 27G -------�_ W ^ O Q - - - - - LOWER LOBBY 101'-B• •I b DECK ABOVE Z LOWER LEVEL METERS J a PARKING U (C)OMPACT SPACES - 7.5+ X 16 224 METERS r-- — (F)ULL SIZE SPACES - 8.5 X 18 -5 _• r_• r-e• r-s• r-e• r-e• -s• r-6. r-s• -e• -e• Z (T)ANDEM SPACES - 8.5 X 18 � RAMP ABOVE - - (A)CCESSIBLE, CAR - 8.0 x 18 = 2 r-- i - 20 C e�� w Q --------- �� W �f` .�..� w w TOTAL SPACES 37 SPACES UNEXCAVATED I 8 C 9 C I 10 C 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C DENOTES 200V CHARGING STATIONS j6k APP �J + .,y z t y vv I m co DRAWING NO. BASEMENT Q �1 1 SCALE: 1/8" = 1' - 0" SCALE.1"=8'-0" u DATE:2/15@018 30 CHURCH ST. 33 FEDERAL ST. , _-------------— o TIRE DESIGN TRANSFORMER ASSOCIATES ARCHITECTURE SITE PLANNING RW-1 PROGRAM MANAGEMENT RC-1: 1500 LUMEN 4' DOWNUGHT C2me SW-3 RC-2: 2500 to 3000 LUMEN 4' DOWNLIGHT R,_, RC-3: 1500 LUMEN LENSED DOWNLIGHT 4' UILDING ABOVE RB-1: LINEAR LED STRIP (BACKLIGHT GLASS) RC-3 RB-2: LINEAR LED STRIP (BUILT IN POCKET) RAMP DOWN •� RB-3: UNDER BENCH LED STRIP 16% SLOPE SW-3 RB-4: OP1 CANOPY LED STRIPOP2 SMALL CLASS WITH 10% r RW-, RB-5: CANOPY UPLI HT N LED STRIP T 2_ J _ b r ROLLING DOOR TRANSITION RC-3 WARRING UGHr SW-1: DECORATIVE ENTRY SCONCE (MEDIUM) ,J +0 J � SW-3: WALL RP CK ATIVE ENTRY SCONCE(SMALL) _ SW-4: SMALL LED CYLINDER RW-' FER-1: EXISTING COBRA HEAD - O L PLANTER 38F * 49C PT-1: FULL CUT-OFF BOLLARD (LED) Q RW-1: RECESSED WALL LIGHT z 53A 54F 55F 56F 57C 50F VAN 39F* 'k SPACE * 'k 32 CHURCH ST. U) D o2S RB-2 z VO J { f 1 i { {r { �1N 1, a a; J, Ff-1 R8_2 m 1.1 LLJ I � s._2. I dIS LAY L ty- o W R9_3 I i 41F BENCHES ART PANELS v I I Aw By +2 I BUILDING ABOVE I _ J 42F * , i i _ U - 5 V RB-2 23' c W a Q - — — —_-- — _ —_--_ - - - - - a � a3F * ; _ _ � cn w RB-2 52C U Z C1 * i F fm ►-Li 44F I LAN W D PT-, r - +2 RC-4 58C 59F 60F 61F 62F 63F 64F 65F 66F 67F C RB-3 II 45F s BENCHES II II ART PANELS _ F-E c-4 _ 0 L 46F >Ic _ —— Z RB- a7F I I ~ 2 i UP l 0 k I I I ® I N J Z - II LOBBY [ A CONCIERGE PL a -O 48c a OV'E GROUND LEVEL TRASH 4 �8 TE LAN ~ Z PARKING --------- t9 � LU RETAIL: 2,840sq.ft. 4 z (F)ULL SIZE SPACES — 8.5+ X 18 =24 ART w 4R R5n (A)CCESSIBLE, VAN — 16.0 X 18 =1 ��-�� J V (C)OMPACT SIZE SPACES — 7.5+ X16+ =5 RG-, RC-1 RC-1 I _ i 0 U) RB-2 Re-2 L---J -J L— J LL— —JL-- J TOTAL SPACES 30 SPACES PLANTER — `� I !l --� S_s��J SW_4 P OG'T(TMPl �SW,-4 SW-4 �RB-4 `RB-4 �RB-4 L* -4 RB-4 DRAWING NO. Gl/55 CANOPY ' DENOTES OPTION FOR STACKED PARKING LIFT DENOTES 200V CHARGING STATIONS LEVEL 1 WASH I N GTON STREET 2 SCALE: 1/8" = 1' - SCALE:1"=8'-0" DATE:2 15/2018 Y D TISE DESIGN ASSOCIATES ARCHITECTURE SITE PLANNING PROGRAM MANAGEMENT 4 L t r _ J J I O �❑ D I V, W cl g Z O � � U F I EVEL 3 0 SHELF W b 0 Q b '�-'• ,r-o• C z — J U) ..�. z W � ca m (� TRASH P (i) Q v w 0 C� HVAC 7� 48x4 ® Dw 48x4 O Z wN wN b � I J SHELF > SHELF U. b F- U h U. b LL Q W F- 0 W H 3 I,- U) c DRAWING NO. LEVEE 3 - 5 SCALE: 1 /8" = 1 ' - 0 o a SCALE: 1"=8'-0" BATE: 10/24/2017 �r`DQ TISE DESIGN � 0 ASSOCIATES L _ ARCHITECTURE SITE PLANNING PROGRAM MANAGEMENT J J z El � I �1"Al co Q TRASH a s � tl (D LL J i V i W � O I a L � O cr Z - Q J O U Illm rrm O Q = w Z X V (n Cn 0 LEVEL 6 SCALE: 1/8" = 1' - 0" DRAWING NO. SCALE: 1"=8,_0" SATE: 10/24/2017 TILE MEDALLION(TYP.) PENTHOUSE UNIT PENDANT BUILDING 51GNAGE ALUMINUM CLAD CORNICE BALCONY(TYP.) 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R4INBOW Plum SERVICEBERRY GREENSPIRELLT'flELE4ELINDEN "...LONOON:PMETREE '4 DEIAWARE VALLEY NELLIE STEVENS HOLLY `:: E ��'•r M ,� xn .? .. -':'-,� �,. " ,• SHAMROCK INKBERRY PURPLE CONEROWER RHODODENDRON `"T'• "`.c, ri s; ' SCINTILLATION P -: MULTIFAMILY RF-flDENTIAL BUILDING MINOR �1 - VINCA MINOR c - L `` 5 STORIES RESIDETNT7 OVER • `• �-fl- .' - 2 STORIES S�GARAGE/RETAIL FFE-EXI N3 ELEVATION � s a HARDSCAPE . . ' (GRANITE PAVERS) SNOW LADYDAISY PROP.BLDG. (THERMAL TOP FINISH) SHASTA _ OVERHANG(TYP) + GRAPUBLIC S N. _ o �.- �, '� SW+NffE P x�"-. "� -CififiNl}3_ fRS��,�•�U.a`� il�'��'- y sF RAISED GRANITE PLANTERS BENCHwit1C)CB"�;x ��NG : " ECEI s !/ E s� w r �r- MAR 06 2010 " DEPT, OF PLANNING & COMMUNITY DEVELOPMENT GRAPHIC SCALE 65 Washington Street ALLEN& M&ICIR ASSOCIXITs,INC. Salem, Massachusetts N i It R TR ASFOR M E , r,. 24• ola C.I. HEAVY DUTY -f fY r f / �-{4 VENT TO { I � * %, I FRAME do COVER W CENTER INDEPENDENTLY I HOLE � r�-BUILDING ABOVE - FlNISHED GRADE xx TISE DESIGN I ASSOCIATES 4'EXTTtA HEAVY r C.I. BELOW r 4'C.I. TEE ARCHITECTURE N 6roun.Er SITE PLANNING 1/8 LONG BEND SEWER PROGRAM MANAGEMENT ' —1— WATER LEVEL - I JINV. EL XX INV. EL 4• EXTRA HEAVY CJ. PIPE XX 8 WROUGHT IRON SOLID CONCRETE PRECAST WITH WATER STEPS TIGHT CONNECTIONS ALL CONCRETE SHALL CONSIST OF 1 PART CEMENT, 2 M PARTS SAND. (CEMENT BRICK OR 18 o.c. HOLLOW CONC. OR CINDER BLOCK \\� 4 TD-A MASONRY MUST NOT BE USED.) BY CI GEN. CONTR. 8' INTERCEPTOR SIZE �20-6* . ' INLET A B C V. V• . • • • •• 3-0 2-6 J ._ . A 5 3'6'x3'-6' 4'-0' 3'-0' T RAGE 4-0'DIa 4'-0" 3'-6' 3.4. 8' PORTLAND CONCRETE 4'-0'x4'-0' 3'-0' 2'-6• 4'-6" 3'-0' 2'-6' PA O " . 6 4-6 4'-O x4'-0' 4'-0' 3-6' r , GENERAL CONSTRUCTION NOTES: 4'-6" 4'-0' 3'-6• v 4'-6'x 3'-6• 3'4' THE SEPARATOR IS TO BE LOCATED 5'-0" 3'-6' 3'-0' j OUTSIDE OF A BUILDING WHERE POSSIBLE 5'-0'x5'-0' 3'-0• 2'6' AND THE COVER IS TO INCORPORATE A I CENTER-HOLE. A SEALED TIGHT COVER IS 8' 5'-0" 6'-0' 5'-0• I TO BE USED IF THE SEPARATOR SHALL BE 4'-6'x4y 6' 4'6* 4'-0LOCA � I URF CE OR SUB-SURFACE SURFACE WATER FROM V, TO PREVENT6-0_ 4-0 3-6 4 I ENTERING. THE INLET PIPE SHALL BE NO 6' 6'-6 3'6' S-0' UPS THAN FOUR INCHES ABOVE THE 6'-6'x6'-6' 3'-0' 2'-6' 06 WATER UNE U_VEL. WHEN THE SEPARATOR IS SUBJECT TO FREEZING IT SHALL BE SET PIPING MATERIAL NOTES: Q A MINIMUM OF THREE FEET BELOW GRADE. I THE SEPARATOR SHELL BE FILLED WITH A. NO-HUB CAST IRON WITH PRODUCT-APPROVED WATER AND LEAK TESTED BEFORE BEING STAINLESS STEEL CLAMPS j INTRODUCED INTO SERVICE. THE B. SERVICE WEIGHT CAST IRON WITH I NON-CORROSIVE STEPS SHALL BE SPACED PRODUCT-APPROVED RESIUENT GASKETS O AT 18*-INCHES APART. THE---- HEAVY CAST IRON WITH AND OUTLET VENT SHALL RETURN CHAMBER O THE C RREESIUENT GASKETS OR LEAD AND OOAKUM JOINTS INSIDE OF THE BUILDING AND EXTEND I THROUGH THE ROOF. :2 ---------------------- ______ _____________BFCI Q 4"FD DETAIL OF GAS/OIL AND SAND INTERCEPTOR INTISU) I U e J J I RAMP ABOVE (n ' W U 4' �! Q I ----- LL, < o0 GARAGE DRAIN BUILDING SEWER IN=12.00 (SEE SITE PLAN) INV.OUT=12.15 (SEE SITE PLAN) 4"FD GAS -OIL ~ V 6" INTERCEPTOR 7 SEE DETAIL C S s s s 4" 4„ 4" Fa GD GD OD FCO DRAINGARAGE INV.OUT=11215 NOTE METERS DECK ABOVE (SEE SITE PLAN) TOTAL ROOF =16,500 SQ.FT FOUR 6"RD EVERY 4125 SQ.FT W/ SLOPE Y$ a COLLECTING BELOW GARAGE CLG Y$" SLOPE ., 10" COND. PIPE EXIT FROM THE BLD METERS ,------- --- ------ ------- RD RAMP ABOVE INV.OUT=16.72 �/- INW.SEE SITE PLAN ------------------------ �----- I I I z I D L m :EWz Z D � Q BASEMENT 3 _j z .� 1 SCALE: 1 /8„ _ 1 , _ 0„ DRAWING NO. EDE, INC. MEP/FP ENGINEERS One Gateway Center [PI 300 Washington St.Suite 713 Newton,Ma.02458 Tel.(617}969-7700 ❑ u (m Fax.(617}969-7709 E-Mail.ede@edemep.com ©COPYRIGHT 2017-EDE Inc ALL RIGHTS RESERVED SCALE: 1'=8'-0" Project#:3117 DATE: XX/XX/2017 33 FEDERAL ST. TRANSFORMER TISE DESIGN ASSOCIATES ARCHITECTURE I SITE PLANNING I PROGRAM MANAGEMENT i I BUILDING ABOVE RAMP DOWN I I I � I I I � I I I ' U +0 I J I J I I I ' PLANTER ry L O � U 6" 6"COND Q —COND o 32 CHURCH ST. Z Cn Cz D Lj z F_- r O DIS LAY �2 W i i Q o � RAMP UP I I \ I U (� 10 BUILDING ABOVE _ o J I I � J I ' I _____________________________ --------------------Q 6"COND 1 � 1 8" � tJJ o � U Z Q W COND F ON ) (JU I �--► z I W � Q I -j---2 $" 6" � m I ON ON 10" I --- Z) �I o i 6"COND 6" "C N ► f i O I I I I I L— I I I LL I I I ED I I UP I a I I I I I PACKAGE I I I 10„ CONCIERGE I I I o ' I LD TRASH ' z 10 COND W F-'M-i ART up() 4R 4R ~ ON z Z � Q I I I I I I I I — _ J L---------� PLANTER �--------------� �---------------� L---------J 3 c- n o� In DRAWING NO. WASH I N GTON STREET EDE, INC. LEVEL 1 I y MEP/FP ENGINEERS 2 SCALE: 1 /8" = 1 � — 0" One Gate gtonSt. IP 300 Washin ton St.Suite 713 Newton,Ma.02458 Tel.(617)-969-7700 ❑ 2 Fax.(617)-969-7709 E-Mail.ede@edemep.com ©COPYRIGHT 2017-EDE Inc ALL RIGHTS RESERVED SCALE: 1'=8'-0' Project#:3117 DATE: XX/XX/2017 / 4/ Y - TISE DESIGN ASSOCIATES ARCHITECTURE t� SITE PLANNING PROGRAM MANAGEMENT I I J I � O r I � V I I 6"COND o I Z I I g 0 0 z � Q 1 I I • i � .ro I W SHELF I . I _ ----� 6"CONDon � Z a Q ' ' F ry I I I I I I I I TRASH F om (� (� F v I oM I I Ma I W j i f O y V 0. HAVC � F © � �� © ; [� VnH I \ I i � 6"COND 6"COND i I o I I I I I I 1 I I I I I I I i i I I I S I I I I LWJ� I I 1 ------ I I I II I z W ' Q z n W f----I pq l_ � a 3 n I__I_ �a c DRAWING NO. EDE, INC. 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(top of sheetpile wall) .. ,I Ili,� " 0 .V , \\- 1,0\ - 1 2 - ? - /-, "' � , ,, -��.z "Oii � I . ,\ a I �5< ,�,- z .. 0; , 1?151Q� ,/ / ,, / - . \" �--"- ,---O --- ,,',�-�/ / ,� face of the existing sheetpile wall) I �"/ : I z - ,?o , -, \ e -k--, �! ,-, / , //,,,',,* - --_ : I — l -----� , -- --,/ "�/ 0 , li ) -,- '.� \�/ , ", , i�-111-FE- /1, `1/1 ,---!5 , ,-:-- ?-E,* 1`-/ -Y �-E - --- r� ;, 2 "I /, / =� . , . 1,� g PATROWICZ , 133 /� / �/ I -�1.01 I:� -\ / --� �: 1, "I / " " I11�1 (see note #5 sheet 13) z / OUTLET(2rRCP) . .. I CON- ;arj�"j,(RcpE �, -- - , XINVOW=0.65 11 �12rb(,RCP)-" - LAND DEVELOPMENT ENGINEERING "4 \ / . FX4� ""/ j1 /"/, % ,8rD(,RCP) -_ -- I ,L'��, ,,, ./ , . �'� 0- �, \\ / 1-P41, 1 --- " 11 21/ / "'" , / /I / : �'�� , __ I-� . 14 Brown Street, Salem, MA 01970 \ Q4 I - . ,z`iLEC /, x �,z......I" x11 LAND SUBJECT TO COASTAL STORM --"-- I - I / d1 .1 " r ,, . \ / / X.- --t_ : 4!, I 1�p (978) 836-6400- , ' ' ' -- � --- : � i-I �. �''� 11 " " ," /,., 1� -'-,"' 1- ��,�-FLOWAGEIIOO- YEAR FEMA FLOOD � . 'Y�, . --, ---z : ,Q) - �4 , / I 11 , , i P;VERS 4 � 91 �� , , / '', , " .- �9--- 1 . � . 'y'\ —. I- / I /I 1,I / / , / , ZI/ 'I' , : ,,,, i. ,- -!�I I .� . , ,/ / I . 1 I W, �, ; 3"-/ ! �I�1014 , , . -/I,"O R ' / '�"'O'on rug'/I '�'II'L' OA Q'�`* 7EWALK T7LAND 0,., I�, --7 \.�,7 — - �, �' I ' \1\ ' - - -I/ �Z/�/ - 5 ---" 111 . . -11/- /1 /— -6 �, 11 I vp I , I -- -- ,/ - ,11 ,Ill/ I .,;/1' -0 flo IQ F - I , � ,� I '/ - �, I , /I-,- ��,� // �1� ,' 4' \19� 6.1 1 7 ZONE (Location based on It?\ , -cua) 1, :i 11, I /��' , -----5�-- - � ! - I OP -f------- " _' ,'!- "', 11 /,-"'I/- - . � -.-.-- :_, � ' 'i 4, I/ �, -C4 -- � .�, -1, "' : 1:,� I NORTH SHORE SURVEY CORPORATION \ \ I —P- " , / " .� -- (978) 744-4800 �j le --$ - X11sting ground sidewalk elevation) 11 14 Brown Street, Salem, MA 01970 6,- g I I --w- /11, // �Ii / A, ,/ : -� � ; \ .1 I./,., -- : I . I - .- I I-- -- - ---- --- ---- -- -- - IIIIIIIIIIIIIIIIIIIIIIIIIIIII11----- I , I