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Decision 84 CONGRESS STREET r center tab fold m CITY OF SALEM PLANNING BOARD 2019 BAR 26 AN g• 0-� -s J 17 CLERK S�'LDL MASS Decision Site Plan Review Decision 84 Congress Street (Map 34,Lot 218) March 26,2019 Findings and Decision RE:Application of GREGORYINVESTMENT GROUP LLC for the property located at 84 CONGRESS STREET(Map 34,-Lot 218)for a Site Plan Review in accordance with the Salem Zoning Ordinance section 9.5 Site Plan Review. On Thursday, November 1, 2018,the Planning Board of the City of Salem opened a Public Hearing for a Site Plan Review in accordance with the Salem Zoning Ordinance Section 9.5 for the site located at 84 Congress Street (Map 34, Lot 218) for the demolition of the existing automotive service station and construction of a four-story wood-frame structure containing twelve (12) residential units, a fitness space, first-floor commercial space, and fifteen(15) covered parking spaces. The Public Hearing was continued to December 6, 2018; January 3, 2019; January 17, 2019 (without testimony); February 7, 2019; February 21, 2019 (without testimony); March 7, 2019 (without testimony); and March 12, 2019. The public hearing was closed at the special session of the Planning Board held on March 12, 2019. Based upon the plans submitted and evidence presented at the public hearings, the Planning Board voted by a vote of seven (7) in favor (Chair Ben Anderson, Vice Chair Matthew Veno, Bill Griset, Carole Hamilton, Kirt Rieder, Helen Sides, and Matt Smith) and none (0) opposed, to approve the application of GREGORY INVESTMENT GROUP, LLC for a Site Plan Review, subject to the following conditions: 1. Conformance with the Plan 'Work shall conform to the following plans: a. "CONGRESS STREETS 84 Congress Street, Salem, MA, 01970" Sheets A-1 through A-9, prepared by Seger Architects, Inc., dated February 7, 2019; and b. "PROPOSED 4-STORY APARTMENT BUILDING, #84 Congress Street, Salem, MA 01970" Sheets CIA, C2.1, C3.1, C4.1, C5.1, and C6.1, prepared by Williams & Sparages, dated January 31, 2019. 2. Amendments 1 a. Any 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. Two (2) housing units shall be set aside as affordable housing units prior to the issuance of a certificate of occupancy of the market rate units. The Applicant shall place an Affordable Housing Restriction on these two (2) 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 two (2) 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. 5. Landscaping a. 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. b. 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. Signage a. The proposed signage shall be reviewed and approved by the City Planner and the Building Inspector prior to obtaining a Sign Permit. 7. 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. b. Light trespass onto adjacent parcels/rights of way shall be avoided as indicated on the photometric plan. c. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 8. 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 2 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. The applicant, his successors or assignees shall use its best efforts to engage a waste hauler for compost that will regularly accept organic wastes from onsite residents for offsite composting. Organic wastes shall not be stored onsite in a manner that allows nuisance conditions to develop. c. Winter snow in excess of snow storage areas on the site shall be removed off- site. 9. 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. 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 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. 10.Fire Department 3 a. All work shall comply with the requirements of the Salem Fire Department. 11. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 12. Utilities a. Underground utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Certificate of Occupancy. b. Prior to the issuance of a Building Permit, the Applicant shall confirm location of existing site drainage discharge and provide the results to the City Engineer. c. Prior to the issuance of a Building Permit, the Applicant shall submit drawings to the City Engineer that show existing sewer connection and how the connection will be capped. d. Prior to the issuance of a Demolition Permit, the Applicant shall provide the size of the water main on Dow Street and confirm the existing main has the capacity to provide required fire service. The water gate for the domestic line shall be in the sidewalk. e. Prior to issuance of a Demolition Permit, the Applicant shall clean and televise (CCTV) the existing sewer main on Dow Street, starting at the manhole upstream from the point of connection to the 36" trunk sewer in Congress Street, to demonstrate that the system is in good condition and has the capacity to take additional flow from the proposed development. £ Prior to issuance of a Demolition Permit, the Applicant shall clean and televise (CCTV) City drains where roof drain will discharge to confirm that the receiving system has capacity and is in good condition to accept stormwater flows. City to determine limits of CCTV to inspect. g. For the proposed water connections on Dow Street, the Applicant shall replace approximately 50 feet of main centered around proposed connections (the replacement span should include section of main at existing connection). The Applicant shall provide gates on either side of the proposed connections. h. Applicant shall submit the proposed water meter location to the City Engineer(or his designee) prior to issuance of a building permit. -i. Applicant shall provide the layout and detail for the garage floor drains to the City Engineer(or his designee)prior to issuance of a building permit. Applicant shall confirm garage floor drains are the only source of flow to trap/sewer. 13. City Engineer a. All work shall comply with the requirements of the City Engineer. b. Applicant shall submit tree types and planting details for tree installation proposed in City property for approval by the City's tree warden prior to issuance of a building permit. c. Applicant shall submit data collected for soils on site including soil types to the City Engineer prior to issuance of a Demolition Permit. d. Prior to the issuance of a Demolition Permit, the Applicant shall provide calculations demonstrating that the post-development peak discharge rates do not exceed pre-development peak discharge rates. e. Prior to issuance of a Demolition Permit, the Applicant shall provide backup data to support claim that the site contamination prevents recharge. 4 f. Prior to issuance of a Demolition Permit, the Applicant shall provide information to the City Engineer to clarify ownership of the land where the existing planting beds are located. g. Prior to issuance of a Demolition Permit, the Applicant shall provide an Illicit Discharge Compliance Statement. - h. Prior to issuance of a Demolition Permit or commencement of any activity on this site, the Applicant shall submit to the City Engineer a construction period erosion, sedimentation, and pollution prevention plan consistent with Standard 8 of the Massachusetts Stormwater Standards. i. Prior to issuance of a Demolition Permit, the Applicant shall provide documentation of the measures evaluated to reduce site runoff. j. Prior to issuance of a Demolition Permit, the Applicant shall provide details on the materials to be used for the roof and how and where the roofs will drain. k. Prior to issuance of a Demolition Permit, the Applicant shall perform dye testing, or a comparable test deemed acceptable to the City Engineer, on the existing roof drainage system and provide the results to the City Engineer. 1. Prior to issuance of a Demolition Permit, the Applicant shall provide documentation of best management practices in the Retrofit Section that were considered and information on why they were rejected. m. Prior to the commencement of any activity on this site, sedimentation and erosion control barriers shall be installed including sedimentation and erosion controls downgradient side of the site. The City Engineer(or his designee) shall inspect and approve such installation at the pre-construction meeting. n. Prior to issuance of a Demolition Permit or commencement of any activity on this site, the Applicant shall clean adjacent catch basins and install silt sacks. Applicant shall clean the basins and pipes connecting to the City stormwater system at the completion of construction,but prior to issuance of a Certificate of Occupancy. o. No clearing of vegetation, including trees, or disturbance of soil shall occur prior to the pre- construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre-construction meeting if absolutely necessary in order to place erosion control stakes where required. p. There shall be adequate additional erosion and sediment controls stored onsite for emergency purposes. q. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. r. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). s. Cement trucks shall not be washed out into any drainage system. Stockpiles shall be protected from erosion.Debris shall be removed from the site as soon as possible. t. Immediately following drainage structure installation all inlets shall be protected by silt fence, strawbale barriers and/or silt bags to filter silt from stormwater before it`enters the drainage system. u. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 5 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 is deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, which requires oversight by a Registered Professional Civil Engineer. 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, including, but not necessarily limited to: i. all utility cut and caps related the City's Demolition Permit; ii. all new utility installations; iii. any connections to, extension of, or improvements to publicly owned infrastructure both on the applicant's site or within the City's right of way and any on-site stormwater or wastewater systems; ` iv. any new installations or modifications to existing pavement/sidewalk/curbing; and v. any sedimentation and erosion control barriers b. The Clerk of the Works shall review and approve all proposed, or approved, changes to the original Planning Board decision. c. 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. d. The Clerk of the Works shall provide the applicant, the City Planner, and the City Engineer reports of inspections including the dates and times on site with all invoices. e. The applicant shall submit a construction plan that includes a detailed sequence and schedule of all construction activities related to the Project to the City Planner for approval prior to starting work. The construction plan shall clearly detail the sequencing, schedule and duration of all construction activities related to the Clerk of the Works' purview. Once the construction plan is approved, it shall be used to create a Task Order for the Clerk of the Works. If changes to the schedule are necessary, the applicant shall notify the City Planner, the City Engineer, and the Clerk of the Works as soon as possible. If the Clerk of the Works must inspect the site due to lack of sufficient scheduling information and/or non-compliance with permits, approvals, regulations, and/or laws, the costs associated with this work will be in addition to the scope of work and cost established at initiation. f. No work, including blasting, demolition, excavation, and grading shall start before an approved task order for the Clerk of the Works services has been agreed upon and approved by all parties. 15. Pre-Construction Conference a. Prior to the start of work, a pre-construction conference shall be scheduled with the City Planner, the City Engineer(or his designee),the Building Commissioner, the Health Agent, and any other departments that may be necessary. The Owner shall submit a construction schedule at the time of the pre-construction conference. The schedule shall include a description of how construction will be phased and staged and what the'impacts will be to the sidewalks and roadways. 16. Construction Practices 6 a. All construction shall be carried out in accordance with the following conditions: i. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. ii. 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. iii. 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. iv. 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. V. A construction traffic management plan and schedule shall be submitted to the Depaonent of Planning & Community Development for review and approval prior to the issuance of a building permit. vi. Any roadways, driveways, sidewalks, or landscaping damaged during construction shall be restored to their original condition by the applicant. vii. 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. viii. 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. ix. All construction vehicles left overnight at the site, must be located completely on the site. X. All construction activities shall be in accordance with the "Salem Police Station Construction Management Plan". xi. 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. xii. 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. 17.As-built Plans a. As-built Plans, stamped by a Registered Professional Engineer, shall be reviewed and approved by the Clerk of the Works, then submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the Certificate of Occupancy. As-built plans shall identify 1) the number, location, depth, size and materials of all buried utilities and 2) locations and rim and invert elevations of all manholes and structures. b. The As-Built plans shall be submitted to the City Engineer in an 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) and a certification signed and stamped by the design engineer, stating that the work was completed in 7 substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the Certificate of Occupancy; as well as, any subsequent requirements by the City Engineer. 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. 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 gwner or applicant, his successors or assigns, shall pay the fee for recording or registering. Ben J. Anderson Chairman 8 - � . : I . � I i egaerrchitects, inc . � : S � � i � 10 Derby Square, Suite 3N, I I . _­11­.­1­_______:_.... ..-,11 I�­1�---------­-­­­­­.........­­ ; ,� ­11- Salem, Massachusetts 01970 : ­ ­11 't:,- - . - - ­�-­_r.I 11115M -1 _.�;'_ ... ...�:, _11"'I""""',", 11 I "ri.­ � ­ I - � = T,_,.7717�71i I,� � �, - , , v . 4. ''t ­,i��� ," I'll . � 7F�11"I"!t I 9 IF , 14'_ ,__ .1 , � - ,:'-.,�,�,,, -, I , I "I I I "Mr '7'­� '�4777�','�','�731 77 3! t " I I ! 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I L Awl SITE PLAN I , SHEET NO. , , " I - I 11 I + , , , , I I - . . � , , - . ,,R-a 'o, � � + i - I . - � L I'll * , " . - - , - , , , . - " -, 'i I , I .61 I, � I r I - I q a � 1 06,10 - ;� r I :��-� � I � I � I I I. �� I . 1 02-07-2019 - PLANNING BOARD I - - - I- - __ __ _______ __ - __ __ - - _ __ - 1-1 I- __ ____ ___ - ------- I - - __ __ ___ _ _ ,, - — I I . . ­ - _ - i i / _ _ I I � L DOW STREET PROPOSED TREE, SCORE CONCRETE Segaerrchitects, inc PROPOSED TREE, JEFFERSON ELM, ATV-0"O.C. 10 Derby Square, Suite 3N, JEFFERSON ELM MULCH BED W/ WIMULCH BED Salem, Massachusetts 01970 CURB CUT 0 PROPOSED CONCRETE Telephone: 978-744-0208 00 SIDEWALK 0 www.segerarchitects.com GONUHL 0 I SIDWALK- 0001 PROJECT ARCHITECT PR PERI LI NOE REMOVE EXISTING CURB CUT PROPOSEOTREE, JEFFERSON ELM WOODEN T.D. GATE L CONTINUOUS MECH. ZMETAL LOUVER CONCRETE STUB WALL DRAIN PANEL TYP. LEADER WOODEN FENCE------_ SEAL TRASH/ Garage RECYCLING Community Room PROPOSED TREE, JEFFERSON ELM PARKING STRIPING EXISTING BUILDING 152-60 DOW ST REMOVE EXISTING STEEL COLUMN CURBCUT W H.C.SIGN PROPOSED CONCRETE SLAB ON GRADE- Sprinkler MULCH BED Stair I REFER TO CIVIL FOR DRAINAGE H. Bathroom EXIST.CHAIN LINK FENCE @ 6'H Cn W UP UP Sta�i"rii CiED Stair I 0�D -T I F21 . 0 PROPOSED TREE, WALL MOUNTED JEFFERSON ELM BIKE RACK---\ Elevator Vestibule Lobby C�ND MAIL 6- MAINENTRY— REMOVE EXISTING H.. BOLLARDS PROJECT CONSULTANTS MEC r @ PROPOSED Elevator Room MULCH BED '—REMOVE EXISTING CUREICUT 84 CONGRESS STREET Fitness Room PROPOSED TREE, JEFFERSON ELM 84 Congress Street, L CONTINUOUS Salem, MA, 01970 CONCRETE STUB WALL SOLID METAL PANEL Electrical Room CONCRETE: CffD SID U T.D. GAS METERS—�� PROPOSED PROJECT INFORMATION CURB CUT y 0 �ELECTRIC METERS WALL 0 SCREEN �-�tBOL RDS4-OC-/ TRANSFORMER PAD 82'-2" 90.03' OWNER INFORMATION '::-�PRO�PERTY LINE EXISTING PAVED DRIVEWAY PORCH Building Setback 11/01/18 1 Review Set 10/19/18 777\ X. No. Description Date x 4 PARKING SPACES PROJECT REVISIONS EXISTING BUILDING st Floor Plan 186/88 CONGRESS ST Job No.: 2018-001 Date: February 7,2019 SCALE: 3/16" 1'-0- Scale: As Noted Designed By: is Drawn By: JS,DR,SL ZW;7� rAppluvCU 0y. N Copydght C by Seger Architects, Inc. T All rights reserved. Irr, f vir Tr -w 6-1 L W v-5� -7 ,vie � z, Jj a rv*,, Ing 41 # r 7 First Floor Plan Ir 4 -%U C Q, t4r. . ......... ir 7BI.Bj AIM�,n" i�Wltrz.� SHEET NAME 6 ze, bi 7 4 �V A=2 MOM, 4L 0 000 000 0 77 M7 11N A LINK .IN 'EV e S 2 View of Site from Corner View from Congress Street Looking North View from Dow Street Looking toward Congress Street SHEET No. 2-7-2019 - PLANNING BOARD Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 82,-47' www.segerarchitects.com PROJECT ARCHITECT 65'-2" 70, 1 Ii 1 I, Bedroom 1 Bedroom 226 ; 223 1 SEAL Living Room 1 Living Room 227 1 222 UNIT 3 1 UNIT 4 ±1215 sf 1 ±1215 sf CLOSET 11 CLOSET 1 Bath Bath 1 225 1 218 i`� :TDI 1 R.D. CL. 1 CLOSET Kitchen 1 �❑ 228 1 KitchenEll 15 221 �N ❑ 1 MN-1 T 1 � 00 — _ 1 - I o 1 0 � - WALK IN 1 MEMBRANE Hall 1 Hall WALK IN ROOF SYSTEM ® 224 1 2t7 Bedroom 1 Bedroom -_ , Bath Bath 230 1 219 1 PROJECT CONSULTANTS i F-11 M F' IDNDN— Corridor Stair 1 -, Stair 2 20210 0o - 201 203 1 1 UP 84CONGRESS LL. t� ELCTRICAL t' '� STREET � 1 � C BaI EI vator 11 84 Congress Street, 1 231� 1 Salem, MA, 01970 j UNIT 2 1 1 1 Bedroom j ±1141 sf — - - - - - - - - •a dos 1 Living Room Kitchen 1 2t2 2tt ❑ 1 � ! MEMBRANE 1 ROOF SYSTEM 1 PROJECT INFORMATION F 1 - 1 - J 1 I — — 1 Bath 1 NLd I 206 b OWNER INFORMATION R.D. 1 Kitchen R.D. Bath I ; Bath 2,6 J ® CEOLN 213 � ° 1 1 1 Building Setback 11/01/18 EMBRANE 1 1 Review Set 10/19/18 OOF SYSTEM j 1 UNIT 1 No. Description Date LCl. Livin 1 Bedroom ±1073 sf PROJECT REVISIONS BedroomBedroom 1 207 g Room QiD 215 1 09 Job No.: 2018-001 1 FT, 1 Date: February 7,2019 1 Scale: As Noted 1 Designed By: JS - - Drawn By: Checked By: JAS Approved By: JAS 9'-67' 65-0" Copyright©by Seger Architects, Inc. All rights reserved. 82'-2" _ Second Floor Plan 2nd , 3rd & 4th Floor Plan SHEET NAME SCALE: 3/16" = 1'-0" A=3 SHEET NO. 2-7-2019 - PLANNING BOARD f Segaerrchitects, i n c -10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT U2'-4" 1 RAISED CORNICE SEAL MEMBRANE ROOF SYSTEM \--ROOF—\ V S. V.S. BELOW RAISED CORNICE ROOF DRAIN 1/4"/FT. 0 1/4"/FT. 1/4"/FT. o o V.S.V.S. V.S� MECHANICAL 1-1 El ❑ E 1-1 El ROOF PAD,TYP. RAISED SCREEN CORNICE PROJECT CONSULTANTS ❑ 01 0- ❑ V.S. F-1 CONDENSERS ON SPRING ISOLATED SLEEPERS,TYP. 0 - 0❑ REFER TO HVAC DWGS.❑ V.S. 84 CONGRESS ❑ E E E E E 1-11:1 GLAZED LOCKABLE STREET ROOF HATCH 000 ❑ ❑ F-10] EO 0 84 Congress Street, ❑ Salem MA 01970 ❑ `V.S. 01❑ ❑ 1/4"/FT. ❑ V.S ❑ "AT S PROJECT INFORMATION ° 1_11_11_� HHHF_1172 V.So ELEVATOR o PENTHOUSE V.S. OWNER INFORMATION ROOF '\—ROOF V.S. BELOW -- BELOW V.S.o 1/47 FT. O O 1/4"/FT. 1 Building Setback 11/01/18 RAISED CORNICE RAISED CORNICE 1 Review Set 10/19/18 No. Description Date V.S.o PROJECT REVISIONS V.S. ° U_ V.S. v Job No.: 2018-001 0 Date: February 7,2019 Scale: As Noted \\—MEMBRANE ROOF SYSTEM Designed By: JS Drawn By: JS,DR,SL Checked By: JAS Approved By: JAS RAISED CORNICE Copyright©by Seger Architects, Inc. All rights reserved. Roof Plan Roof Plan SHEET NAME SCALE: 3/16" = 1'-0" A=4 SHEET NO. 2-7-2019 - PLANNING BOARD e er gr i a ch tects, i n c 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT COMP. WOOD CLAPBOARDS, MECHANICAL HARDIE BOARD COMP. WOOD CLAPBOARDS, MECHANICAL HARDIE BOARD 8" EXPOSURE SCREEN, BEYOND PANELS OR SIMILAR 8" EXPOSURE SCREEN, BEYOND PANELS OR SIMILAR HARDIE BOARD ELEVATOR ENCLOSURE - - HARDIE BOARD ELEVATOR ENCLOSURE PANELS OR SIMILAR BEYOND �� - I PANELS OR SIMILAR BEYOND ROOF I ROOF I - - _ SEAL �L. 4141�-0� 1 "d , . - ,.: EL. 41-0" 1 ' CORNICE 1 CORNICE CD LLL, LILL. -a1 FOURTH FLOOR FOURTH FLOOR EL 31'-0" EL 31-0 -- CORNER _. w _. __. _._._ .w_,.._ . . .. G :I ALUMINUM CLAD AWNING CORNER .,._.,........,,�,.wm.� .»-. �.,w-,::, w.>... ...� _......�,.,.wM._..A.,�. ,....,,..�..� ALUMINUM�..�..,.._..._.....�w.... BOARD TYP. � I AND FIXED WINDOWS BOARD TYP. � ANDFIXED WINDOWS AWNING ■ o I I I I METAL CLAD _ METAL CLAD o LEII--- BAND / CORNICE o _-- BAND / CORNICE r7'; 00 -00 0 THIRD FLOOR I---- TREE BEYOND ,�THIRDSFLOOR TREE BEYOND EL 21'-0" I DEL 21-0" � �j tk� zAIV III � METAL CLADMETAL CLAD - / ` i BAND / CORNICEBAND CORNICE i i i f- i 'Ae .� ' SECOND FLOOR , „ =�-.— .—�—�� SECOND FLOOR 1 EL. 1 0 SOFFIT ,> ft �. _ � ,. �...�....,.�>....�,.. :..�.,.�. � 7t SOFFIT -_..-.............�e.�....,,,....,.�:.. ._...,;� ,.F..�,�::•�..W.., .;:....,. ...........,.,.„ 7r rm. ., .�.; ..-..... .�,,�,�..._y LIGHTING, TYP. `y0 "X'hr I LIGHTING. TYP. r SCREEN .(.-�- � ,- ,.. �.�._ ,.-., :; � � ' SCREEN ,� i WALL y L WALL F77 i . i k�11 1 I I - GARAGE ENTRY LOBBY — GARAGE ENTRY LOBBY — EL. 0-0 EL. 0-0 PROJECT CONSULTANTS TILE VENEER LIGHT FIXTURE ALUMINUM STOREFRONT TILE VENEER LIGHT FIXTURE ALUMINUM STOREFRONT East Elevation Ori anal EastElevation= Option 1g 84 CONGRESS SCALE: 1/8 11 = V-0" SCALE: 1/8" = 1'-0" STREET 84 Congress Street, Salem, MA, 01970 PROJECT INFORMATION MECHANICAL HARDIE BOARD COMP. WOOD CLAPBOARDS, MECHANICAL HARDIE BOARD 8o EXPOSURE CLAPBOARDS, SCREEN, BEYOND PANELS OR SIMILAR 8" EXPOSURE SCREEN, BEYOND PANELS OR SIMILAR LT- HARDIE BOARD ELEVATOR ENCLOSURE I HARDIE BOARD ELEVATOR ENCLOSURE — — OWNER INFORMATION PANELS OR SIMILAR BEYOND I PANELS OR SIMILAR BEYOND ;' ROOF R ROOF I EL. 4 - ,I CORNICE CORNICE i I � �I ❑I I o LILLI I ,� I— j 1 BDlding Setback 11/01/18 [-Jl LL L -- i �11 IL 1 Review Set 10/19/18 FOURTH FLOOR ! FOURTH FLOORL. - 1 DEL 31 0" I c l No. Description Date CORNER ALUMINUM CLAD AWNING CORNER ==-- __ _._ ^=._= p I �I ALUMINUM CLAD AWNING BOARD TYP. T AND FIXED WINDOWS BOARD TYP. I I AND FIXED WINDOWS PROJECT REVISIONS I 1 o O 1 I O ■ ❑I METAL CLAD o ■ I I METAL CLAD BAND CORNICE ■ ® ■ L_ j / I BAND /CORNICE Job No.: 2018-001 -- - - 1 1 i it ----- THIRD FLOOR L�� j 1 ��� TREE BEYOND THIRD FLOOR i I TREE BEYOND Date: February 7,2019 EL 21'-0" YEL 2-0 Scale: As Noted o o s H— H f g. I. ❑I z x P 3 �' z Drawn By: JS,DR,SL METAL CLAD j -�• It ( METAL CLAD BAND coRwcE i ��r�- '� - - �� �� �' ��� Checked By: JAS / I _ BAND / CORNICE I y SECOND FLOOR ' ' " ,ISECONO FLOOR - Approved By: JAS - z " _-.-, E . 11 0 L _. . 11_ sY. 4:.5.�..—: ®.—.a.�:._. .�BSWh., s.ie. --r .Y.k6'. Y..a.R.� .., t:..; /'1 � .i :..' _: ,_•SOFFIT .�-- s- fr$ -,... r .,d !,, LIGHTING, TYP. l `L ,ca ..- �o_ I '� � ,�i. `� � `� sofFlT .. ... yy�. , x,.�..:, ...�,� �r Copyright©bySegerArchitects, Inc. LIGHTING. TYP. I _. fc�� f7 JI_ __t ,— J_ _� � )_ - --_-_ All rights reserved. SC SCREEN " . L E G, C ='` t A y r r SCREEN r I t EGACY - � L WALL Y 1 - I - I - s WALL CIDr. r.j - _1 � 1fl I l - 1I I co GARAGE ENTRY LOBBY GARAGE ENTRY LOBBY EL 0-0 EL 0'-0" Rendering TILE VENEER LIGHT FIXTURE ALUMINUM STOREFRONT TILE VENEER LIGHT FIXTURE ALUMINUM STOREFRONT ■ ■ SHEET NAME East Elevation= Option 2 East Elevation= Option 3 _ , » SCALE: 1/8 — 1'-0" SCALE. 1/8 — 1'-0" SHEET NO. 2-7-2019 - PLANNING BOARD e er garchitects inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT SEAL COMP. WOOD CLAPBOARDS, MECHANICAL SCREEN, BEYOND HARDIE BOARD 8" EXPOSURE PANELS OR SIMILAR ROOF EL. 41'_0„ - --- - - ALUMINUM CLAD AWNING AND FIXED WINDOWS — I HARDIE BOARD PANELS OR SIMILAR _ ry _v��_�.____ .. . : - _ ___. _ ._.. .__ . __ _._ - _ CORNER � FOURTH FLOOR _ - BOARD TYP. EL. 31 -0 PROJECT CONSULTANTS BUILDING BEYOND METAL CLAD CANOPYLl L - 1 j li - 84 CONGRESS THIRD FLOOR STREET EL. 21'-0" TREE BEYOND I 84 Congress Street, ------------- Lj I L=j Salem, MA, 01970 Yf PROJECT INFORMATION SECOND FLOOR 1 - -- - WOOD GATE OWNER INFORMATION ��- ,--� - �--- GARAGE ENTRANCE — { I � -: � � 1 Building Setback 11/01/18 1 Review Set 10/19/18 GARAGE ENTRY LOBBY � No. Description Date PROJECT REVISIONS Job No.: 2018-001 Date: February 7,2019 CONCRETE BASE METAL GRILL-----/ Scale: As Noted Designed By: JS Drawn By: JS,DR,SL Checked By: JAS Approved By: JAS Copyright©by Seger Architects, Inc. All rights reserved. NorthElevation SCALE: 1/4" = 1'-0" North Elevation SHEET NAME =6 SHEET NO. 2-7-2019 - PLANNING BOARD i Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT s f SEAL COMP. WOOD CLAPBOARDS, MECHANICAL SCREEN, BEYOND ELEVATOR ENCLOSURE HARDIE BOARD 8" EXPOSURE BEYOND PANELS OR SIMILAR PARAPET BEYOND - w ALUMINUM CLAD AWNING AND FIXED WINDOWS BUILDING BEYOND — l I I l BUILDING BEYOND CORNER BOARD, TYP. _ I 1 PROJECT CONSULTANTS METAL CLAD CANOPY 84 CONGRESS STREET L:1 ILIE84 Congress Street, WALL PACK — b H? Salem, MA, 01970 LIGHTING, TYP. , TREE BEYOND LJi GATE, BEYOND i PROJECT INFORMATION �1 I j F-1 — - r (= OPEN , I J �J �J r� OWNER INFORMATION I --- - �- �J �J �I SCREEN WALL �I JL i - ll it � TILE VENEER 1 Building Setback 11/01/18 1 Review Set 10/19/18 No. Description Date i PROJECT REVISIONS J CONCRETE BASE METAL GRILL SOLID PANEL GAS METERS BOLLARDS ELECTRICAL METERS Job No.: 2018-001 Date: February 7,2019 Scale: As Noted Designed By: JS Drawn By: JS,DR,SL Checked By: JAS Approved By: JAS I, Copyright©by Seger Architects, Inc. South Elevation All rights reserved. SCALE: 1 4' = 1'-0" South Elevation SHEET NAME A=7 SHEET NO. 2-7-2019 - P LAN N I N G BOARD _. Segaerrchitects, inc 10 Derby Square, Suite 3N, Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT SEAL ELEVATOR ENCLOSURE COMP. CLAPBOARD, MECHANICAL SCREEN, BEYOND BEYOND 8" EXPOSURE BUILDING BEYOND ROOF EL. 41,-0„ CORNICE o o J I j PROJECT CONSULTANTS FOURTH FLOOR EL. 31,_0„ OL ALUMINUM CLAD AWNING AND FIXED WINDOWS CD 84 CONGRESS CORNER BOARD, TYP. CD 84 Congress Street, TL r THIRD FLOOR Salem, MA, 01970 EL. 21,-0,> ;F PROJECT INFORMATION METAL CLAD BAND / CORNICE i I t SECOND FLOOR OWNER INFORMATION WALL PACK LIGHTING, TYP. 1 Building Setback 11/01/18 1 Review Set 10/19/18 — — — No. Description Date PROJECT REVISIONS Job No.: 2018-001 GARAGE ENTRY LOBBY Date: February 7,2019 EL, 0'-0" Scale: As Noted Designed By: is Drawn By: JS,DR,SL Checked By: JAS WOOD GATE CONCRETE BASE Approved By: JAS Copyright©by Seger Architects, Inc. All rights reserved. West Elevation West Elevation SCALE: 1/4" = 1'-0" SHEET NAME A=8 SHEET NO. 2-7-2019 - PLANNING BOARD Se e r ga rchitects, inc 1 0 Derby Square, Suite 3N,Salem, Massachusetts 01970 Telephone: 978-744-0208 www.segerarchitects.com PROJECT ARCHITECT SEAL IIIIr I7 PROJECT CONSULTANTS r %..... ... 1 1 , iW IT S��, ,4 10 I ,l r View at Corner of Congress & Dow Street EDriginal View at Corner of Congress & Dow Street 00ption 1 84 CONGRESS STREET 84 Congress Street, Salem, MA, 01970 IIPROJECT INFORMATION 71-fIRMATION OWNER INFO IIIBEIlding Setback 11/01/18 1 Re 10/19/18 Iview Set IINo. Description Date PROJECT REVISIONS '4 IJob No.: 2018-001 February 7,2019 Date: Scale: As Noted 4 WOO IIDesigned By. is WNW= Drawn By: JS,DR,SL Checked By: JAS 4f Copyright Q by Seger Architects, Inc. All rights reserved. 41:27 IRendering IIView at Corner of Congress & Dow Street ElOption El View at Corner of Congress & Dow Street FlOption El SHEET NAME A=9 SHEET NO. 2-7-2019 - PLANNING BOARD 9L . S — S SDE • i 1 ROX. EWESS OCATIO o S R L N \#� .. �� � � CUT AND � CAP EXISTING LUMINAIRE SCHEDULE .SYMBOL LABEL QUANTITY CATALOG NUMBER DESCRIPTION LAMP TILT LLF CANDELA FILE GE Evolve EWLS LED SERIES ASYMMETRIC FORWARD -�-� A 5 EWLS01-0-15AF-7-30 OPTICS 3000K LUMENS 0° 1.00 EWLS01-15AF730120-277V.IES (FINISH & ELECTRICAL TO BE 9.5' BLDG MOUNTING 1450 ------- SPECIFIED BY OTHERS) HEIGHT PER LAMP EWLS LED SERIES ASYMMETRIC FORWARD -� A 6 EWLS01-0-15AF-7-30` OPTICS 3000K 0' 1.00 EWLS01-15AF730120-277V.IES (FINISH & ELECTRICAL TO BE 11.0' BLDG MOUNTING 1450 LUMENS ------- SPECIFIED BY OTHERS) HEIGHT PER LAMF NOTES: Target Point Set 406 points at z=0, sp 5ft by 5ft 1. SECURITY LIGHTING TO BE DETERMINED. HORIZONTAL FOOTCANDLES 2. ILLUMINANCE VALUES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA. Average 1 "I 3. ILLUMINANCE VALUES SHOWN. REPRESENT MAINTAINED HORIZONTAL Maximum 7.2 FOOTCANDLES AT GROUND LEVEL. Minimum 0.0 Avg:Min N/A 4. FOOT CANDLE VALUES SHOWN DO NOT ACCOUNT FOR LIGHT REFLECTION, Max:Min I`I/A EXISTING LIGHT SOURCES, SLOPING GRADE OR EXISTING OR PROPOSED Coef Var 1.22 THREE DIMENSIONAL- OBJECTS. UnifGrad N/A PLAIp600 K7 1 N I OF— cl W 17 $ � $ \ \ �j 2-1 IS x , i� ti '1C 9tnY 1y,.. .,t1� a� 4'X -� -rks "F 5 � K 4;'"-'•{" w�-',. � �� r,� 'Y zM rive 4 rf`• . ."`" �a�'�,� ,.r,. ..�+,'' .�. � � / ' ..- °•h'c7x �� b''... '' •. r' '"* i ti,rt x"yp S.J -_._ ..."� 4—.' ] \J. ! r N B °" Cr gkwl,"r.. i .... .,fin 5? $ Cn mCD e s b $ Community Room $ J Fitness Center \ ±675 sf ±300 sf B B � N x AA -77 — Yii 7 [� �w �r N�r,.,�w, fir$ �r �� '� Ma �" +a r `+ % w N k� r` ''1 a°�� f"„"� N 4;.` ''�"'.'`a"a "4Ma'w• wc,.� H y �� '` ^�tr�ir� _ —^Y — — � �",— � -`.-1 . ' • ,a . '. ' 0 � � a �,N,�� +, »,�yr ? "r,F a "�. (� N \� � .• .. � '-� •- . .. . •� •• `�,..•'. , •�•. .. •1 � . '• . , . �, �o Sao LED L-Series Wall Pack EWLS N t,+ e�Fa V) V) o 0 Qmaow '.2 00 w 0 f�w�y zoz.� 0 co co on 0- a 0 v = C> >Q� U _ 0 L CL v (V Q L ca ;; Q U rn 0 a c 0 O V co �_ � E L to m Lu > a V O J W N 2 a2 J Q is OC m � J L : � � � a m (u � � a o rn -0 u- E pq���� Qom. MMa m W W m iz 3 �3 4J V G%0ge'-TTS hP j y Q Q — O p d�?v Z L)'=1UO (? � rJb 3 Z y it � ����Y►Y0� O QP J o ,L U E �" ca zQ ' W C uj C o, a a W W L �/ V � C71 < cn Ll- }= m W to '7 M fV. ® rVr^ L !�) (on C U { {,� Q N 90 CL Q ULu n M I- V) 00Lij O o -j Q CL Q L) Q 03 W U. CL O Ln u u- 0 V z Lu W 0 V) VERTICAL GRANITE FINISH GRADE, I" WEARING COURSE BITUMINOUS CONC. TOP BINDER COURSE CURB, TYPE VB MATERIAL VARIES 2-112" BINDER COURSE AS SPECIFIED SAWCUT EXISTING _ COURSE BIT CONC. BINDER PAVEMENT, APPLY TACK COAT TOP COURSE --� / / I " �° COURSE AS SPECIFIED 6 00o I 12 GRAVEL BASE / VARIES°°� i EXISTING PAVEMENT O Co C COMPACTED SUBGRADE '6" 6" EXISTING BASE BASE COURSE a MIN. MIN. — — TACK COAT CRUSHED STONE q °t I- 12 " I-+-- o o 0 0 ! MIN. — — — POURED CEMENT T CONCRE E SADDLE �o ° ° 6„ MIN. ° o rr r PAVEMENT SECTION II..III, II, `/ ACCEPTABLE UNDER ,�� � � r .III, ,III, ,III .III SECTION M4 OF THE (NOT TO SCALE) massDOT STANDARD NOTES: SPECIFICTIONS P PAVEMENT (VIA T CH . BASE CO BASE 1 COURSE AND U SUB N T SCALE) (NOT 0 . 1/ERTICAL GRANITE v CUR B COURSE SHALL EXTEND MIN. (NOT TO SCALE) BEYOND EDGE OF PAVEMENT. FINISHED GRADE DETECTABLE SURFACE TO ., CONFORM WITH ADA CURB STANDARDS 4.7.7 AND 4.29.2 - BIT NC ' SPE'LO „ o 10'-0" MIN. SIDEWALKLO MAX: I P , bw, i` - s a.. , ^ r' C I , WATER TE MAW- OR 00 VI SERVICE H-- 41 0 2r-0" SEWER MAIN, SEWER PLAN SERVICE OR SEWER FORCE MAIN CURB vt S u a M "P v v � h�i m 5 r r r� ,. R� - �, 6-O ELEVATION WA TER SEEWER CROSSING NOTES: (NOT TO SCALE) 1 WHEREVER FEASIBLE, SEWERS WILL BE LAID AT A MINIMUM ' OF 10 -FEET HORIZONTALLY, FROM ANY EXISTING OR PROPOSED 0 OS1=0 WAT R .MAIN. E SHOULD LOCAL CONDITIONS C PREVENT A LATERAL SEPARATION OF ' WHEEL— EEL CHAIR RAM` 10 FEET TO A WATER MAIN THE SEWER MAIN WILL BE 'LAID IN A SEPARATE TRENCH .AND THE ELEVATION OF THE. CROWN OF THE SEWER PLACED AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. ` NOT TO SCALE WHENEVER SEWERS ` MUST CROSS UNDER WATER MAINS, THE :SEWER SHALL BE . LAID AT SUCH ' AN ELEVATION THAT THE CROWN. OF THE ` SEWER 1S'AT LEAST 18 INCHES BELOW THE WATER MAIN. WHEN IT ' IS IMPOSSIBLE, TO OBTAIN HORIZONTAL. R V ZO L 0 VERTICAL' SEPARATION AS STIPULATED ABOVE BOTH THE WATERMAIN AND -SEWER SHOULD BE ENCASED IN CONCRETE:FOR 10 FEET EITHER SIDE OF THE NOTE. CROSSING. WHEELCHAIR RAMP SHALL COMPLY WITH ALL STATE AND FEDERAL RULES AND 2. IN LOCATIONS WHERE ; THE SEWER MAIN DOES N(9,TOTi. '�Lt COVER THE MAIN SHALL BE INSULATED. REGULATIONS. 8" GRAVEL SUB -BASE COMPACTED SUBGRADE FINISHED GRADE EXISTING GROUND SURFACE COMMON FILL MATERIAL - UNPAVED I PAVED TRENCH DETAIL 1­mc coFOR GRA VITY PIPE01 c BRICKS AND g z o Q, 0 (NOT TO SCALE) }..� W . FINISHED GRADE HEAVY DUTY MORTAR �r,.,�, Z FRAME &COVER TO BE USED TO z ^ `n u MAKE GRADE a% ch^p w ADJUSTMENTS '`+ 12 0 �, W a, MORTAR z Z zpoz ..m. r c% _❑ 0 i�,_PAVING AND SUB -BASE MATERIAL a- •. .. V) X °! ,A . 5 SUPPLIEP, TO PROVIDE 6-INCH COMMON FILL MATERIAL FLAT TOP COVERS P D1A. OPENING TO SUPPORT AN d H-20 LOAD . WARNING TAPE a , OUTSIDE OF PIPE +2" 48" f 1 " CLEARANCE " DIAMETER 8" MIN CLEARANCE 12 MINIMUM SEE o° IN SCREENED GRAVEL NOTE 1 BELOW 12 MIN. ° SCREENED SCREENED GRAY EL PLACED AGAINST GRAVEL 0 ! h UNDISTURBED STURBED � SEWER OR DRAIN UNDISTURBED SIDES AND BOTTOM 0.F � TRENCH. EARTH V SEE NOTE 1 �•, C � 12" MIN SCREENED GRAVEL BEDDIN 8" MIN SCREENED GRAVEL BEDDING O ' .ram C n BELOW OUTSIDE DIAMETER OF PIPE. � � BELOW OUTSIDE DIAMETER OF PIPE. _ � 4� PRECAST SHA L L O W LEDGE UDSN I TURBED > NOTES : EARTH DRAIN MANHOLE r — Q u (NOT TO SCALE) I. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM v O +-° MID DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE Q. w Q V m 2. 0 0 u 2% Y. SLOPE ' <, co °' m od E E o m p ce M V -'" z' I.-- �> - COMPRESSIBLE FILLER (3/4" MAXIMUM)• BIT. CONC >� Q BIT. CONC P u.t o 0 0 / / CUT BACK AND PROVIDE S_ALANT SIDEWALK �� � I A �' ,��.,� -„ S DEW LK o TYPICAL, AT ALL- JOINTS WITH FILLER.. S 1"(VA CONC. . • WEARING COURSE Q ` 'a 'a ' +Y cn a "' ..LRNDING ! z [SLOPE c c0 oo .: • • 'p .. L -. _,.�. BINDER ... _ , . _ B DER OUR C. SEv� t X. O.. Cla lJ -. C' 1, Cn �. ti _t c r 1Y rtrt'' W �- c c c SEE I N F bS iDTH � o. ca m tl. •� 3 3 A E0 � z U E UAL � 0 6 I J a� m a) o' CURB R c 0 � � B 1 1/ .'. - •� W w.•. a. w v •v v v - 4r PQ P X X P, tlf b aMEN. X X. QL L LDETECTABLE � SURFACE T 0 �Dc�Ca CONFORM WITH ADA , PLAN_ ,. STANDARDS 4.7.7 AND 4.29.2 Tx CURB r � , r 5 V 4 C%, � ,Ma 1 i { k I-�-- 6'-0' 6'-0' 3 -0 MIN. ELEVATION WH EEL CHAIR .RAMP (NOT TO SCALE) NOTE: WHEELCHAIR RAMP SHALL COMPLY M LY WITH ALL STATE AND FEDERAL .RULES AND REGULATIONS. I rf ° 4a.. w 1'-02" MA� " , Q 4" INLET — D 4" 4'-0" 5" 4'-0" 4'-0"x4'-O" 6" 4'-0" 4'-o"x4'-0' 5'-0" 8" 5'-0" 6'Ow 8'-0" 10" 6'-0" { r T S ! P I I�i--� I y I i s— I .., I - .�li— r —I — 2 --I i s�• - I D .tl.- , i + �Q^ 'T- o 4" COMPACTED AGGREGATE BASE ROUNDED' CORNER o 1 /41, TOOLED JOINT F WIDTH > 6' US 6" X 6" #10 W.W.F. v) rn � N. CONCRETE I WA S DE K L TO SCALE) N0 T Q to a c. .0 o c Z N N. CURB OPENING ibo v CO i-- o T o 1" REBAR FOR BAG n. .� •Q a 4a REMOVAL FROM INLET q n Lu (REBAR NOT INCLUDED) - V. W _j c o, I Q/ Q 4 c s a 1'-l0^ OPTIONAL OPTIONAL 12. rh OVERFLO'W OVERFLOW Lu Q w D SILTSACK® M N NOTES: DUMP LOOPS B min 1 • CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. (REBAR NOT OFpTA/�O Lu (�ii p o g INCLUDED) V 00 2. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM C478 SPEC FOR "PRECAST REINFORCED 0 p N SHEA, a CONCRETE MANHOLE SECTIONS." \ V -4..1. \ w.'. 3. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST i ri, ° C• - . In oho o >- ASTM C443 SPEC.LLj 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC v p c O STEP CONFORMS TO LATEST ASTM C478 SPEC. U F n. ; P � o ` N% SECTION VIEW L c o. a v' r; p I 'q v• v ...';•'�, (©� 5. PIPE NOT SUPPLIED. t* a t .' g' -� r u v v n. v- A B W 6. CONE SECTION AVAILABLE IN 4'-0" I.D. ONLY. <FNCT i v V n ° �''� n -.� n C 3'-0" 2'-6" 5" \ / C V i. n . _ p. n .. 7 L 7. FOR INLETS LARGER THAN 10" THE DESIGN AND DIMENSION < v v _ - v -v'.. n p .. v T. WILL BE DETERMINED FOR EACH PARTICULAR CASE. c.' e• s`..�s n•.,a n''.a,_ r w r w w r d v p v v v a O 5'-0" 4'-6" 5" r GAS TRAP FOR -..}.. - �. o.rQ 3-6" 3-0. w 6w a p 'r. r 'o•� 6'-0"O Srw 6. FLOOR DRAINS -' z 4:-0� s;2-6 9 -6„ 7M 3-0 IN PARKING GARAGE 6'-6" r w w (NOT To SCALE) S I LTSAC K (NOT TO SCALE) 5' 0" 4'-Ow 9" A