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Washington Dodge Decision
r« �� � . �U�;� __� 4 CrrY of SALFM 2018 MAY 24 PLANNING BOARD pM 6 r CITY, Amended Decision (2) Site Plan Review,Flood Hazard Overlay District Special Permit, and Planned Unit Development Special Permit Decision 11-13 DODGE STREET,217-219 &231-251 WASHINGTON STREET (Map 34,Lots 404,405, and 406) May 24,2018 Dodge Aria, LLC J. c/o the DeNunzio Group 305 Cambridge St., Ste. 3 Cambridge, MA 02141 RE: Amendments to a Planned Unit Development Special Permit, Site Plan Review,Flood Hazard District Special Permit, and Stormwater Management Permit Decision for the proposed development at 11-13 Dodge Street, 217-219 &231-251 Washington Street. On Thursday, April 5, 2018 the Planning Board of the City of Salem opened a Public Hearing under Section 7.3 Planned Unit Development Special Permit, Section 9.5 Site Plan Review and Section 8.1 Flood Hazard Overlay District of the City of Salem Zoning Ordinance, at the request of Dodge Area, LLC to amend their plans for the property located at 11-13 Dodge Street, 217- 219&231-251 Washington Street. The amendment is to a Planned Unit Development, Site Plan Review and Flood Hazard Overlay District Permit that was approved by the Planning Board on December 22, 2014 and amended on September 9, 2015. The proposed amendment is to replace the two possible programs with one program that consists of: 113 hotel units, 56 residential units, and approximately 12,000 square feet of mixed commercial space. The maximum number of stories is reduced from six (6) to five (5), the footprint is substantially similar and the number of parking spaces will remain the same at two hundred twelve(212). The Public Hearing was continued to April 19, 2018; May 3, 2018; May 17, 2018 and closed on May 17,2018. The Planning Board, after a public hearing and review of submitted materials and testimony, hereby finds that the proposed amendment to the previously approved project meets the provisions of the City of Salem Zoning Ordinance, Sec. 7.3 Planned Unit Development, as follows: Page 1 of 10 a 7.3.1,Purpose—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 Planned Unit Development (PUD) incorporates a precise . development plan for its use program: 146,000 square foot new-mixed use development with 113 hotel rooms, 56 residential units and approximately 12,000 square feet of commercial space. This use program provides a mix of uses that are compatible with each other, thereby meeting the purpose and intent of good zoning practices and the master plan of the City of Salem. 7.3.2 Applicability — 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 65,173 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 Uses — The proposed uses as described in this decision in Section 7.3.1, are allowed in a PUD development. 7.3.3.1 —The proposed Planned Unit Development use program contains multi-family residential development that is compatible with adjacent existing residential development and potential development of the surrounding neighborhood because adjacent parcels are either zoned B5 or R3 (across the street). 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 and use program have 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. The Planning Board hereby makes the following findings pertaining to the Planned Unit Development Special Permit application: 1. The proposed amendment to the previously approved planned unit development is in harmony with the purpose and intent of 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. 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 146,000 square feet that will greatly enhance this section of the downtown. The mix of housing, commercial use, and a hotel will add to the vibrancy, vitality, and aesthetics of downtown, providing substantial public benefit. 3. The planned unit development would not result in a net negative environmental impact, based on the information from the Environmental Impact Statement and plan. Page 2 of 10 t The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed uses comply in all respect to the uses and provisions of the underlying zoning district and the Planned Unit Development provision. 2. A portion of the site is within the 100-year FEMA coastal floodplain. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lots(s) caused by either the overspill from water bodies or high runoff. In the case of a 100-year flood, the upper parking deck will remain accessible during a flooding event. The regrading of Dodge Street will allow circulation to the other areas of the site. Adequate drainage will be constructed to drain the lowest level of the garage should it fill during a flood event. Additionally,the Development Plan includes raising a portion of the site, so that the finished floor level is located above the 100-year FEMA coastal floodplain elevation. y 3. All utilities including gas, electricity, fuel, water and sewage disposal will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. The Development Plan and project narrative indicate that all utilities and essential equipment will be located above floodplain level. 4. The proposed development will not be located within a coastal high hazard area (Zone VE on the FEMA Flood Insurance Rate Maps). At a regularly scheduled meeting of the Planning Board voted on May 17, 2018 by a vote of seven (7) in favor (Ben Anderson, Matt Veno, Helen Sides, Carole Hamilton, Dale Yale, Noah Koretz and DJ Napolitano) none (0) opposed to approve the amendment to the Planned Unit Development Special Permit to allow the amendment as proposed with the following conditions: 1. Conformance with the Plan a. Work shall conform to the plans entitled: i. Civil plans C100 to C602 prepared by Design Consultants, Inc. dated March 14, 2018 and last revised on May 9,2018; ii. Hardscape/Landscape plans Ll.l —1,1.3, L2.1 —L2.2, and LD1 prepared by Verdant Landscape Architecture dated February 22, 2018 and last revised on May 9, 2018; iii. Photometric study, lighting schedule and lighting specifications prepared by Available Light dated March 13, 2018; iv. Architectural plans AO.01 —AO.05,A3.01 —A3.02 dated March 13, 2018 prepared by Opechee Construction Corporation; V. Green Roof Concept Plan C dated May 24, 2018. Page 3 of 10 2. Original Decision and Amendments Thereto a. All conditions set forth in the original decision dated December 22, 2014 and amended on September 9, 2015 shall remain and be adhered to by the applicant, unless explicitly eliminated or amended in this decision. 3. 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. 4. Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. Exterior construction work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following day on weekdays or at any time on Sundays or Holidays. Any interior work conducted diming these times wil not involve heavy machinery which could generate disturbing noises. 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 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 or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. All construction vehicles shall be cleaned prior to leaving the site so that they do not track silt on public ways. V. 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. vi. All construction vehicles left overnight at the site,must be located completely on the site or parked at another off-street parking lot. vii. A Construction Management Plan and Construction Schedule shall be submitted by the applicant to the City Planner for review and approval prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. viii. A Traffic Management Plan shall be submitted to the City Planner and Police Department for review and approval prior to issuance of a building permit. The Traffic Management Plan shall include the proposed communication methods, including notification to the Building Salem Coordinator, to keep the public informed regarding activities affecting vehicular and pedestrian circulation during construction. ix. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. Page 4 of 10 f 5. Fire Department a. All work shall comply with the requirements of the Salem Fire Department in accordance with the applicable fire prevention regulations. The locations of all fire hydrants shall be approved by the Fire Department prior to the issuance of any building permit. 6. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector consistent with the current version of the State Building Code, Massachusetts Architectural Access Board regulations and Massachusetts Energy Codes. 7. Board of Health a. 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. b. 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 certifies that soil and ground water on the entire site meets the DEP standards for the proposed use. Since there are individual parcels combined into one site only that parcel(s)that is issued a DEP tracking Number is expected to meet this condition. remain c. The developer shall adhere to a drainage plan as approved by the City Engineer. d. The developer shall employ a licensed pesticide applicator to assess and exterminate pests in the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. A pest control management plan shall be developed and submitted to the Health Agent prior to the start of any demolition work. e. The developer shall maintain the area free from rodents throughout construction. f. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. g. 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. h. 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 property line. i. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. j. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in a sound manner as described to the Board of Health and in compliance with existing Federal, State and Local laws. k. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 1. In developments of 10 or more units, the developer shall develop a grease management plan to prevent grease from entering the city sewers that is in compliance with the requirements of the City Engineer. m. Salem sits in a Radon Zone 1 and the risk. of radon entering buildings is possible. Therefore, the installation of radon mitigation systems is strongly recommended. Page 5 of 10 8. Department of Public Services a. All work shall comply with the requirements of the Department of Public Services. 9. Conservation Commission a. All work shall comply with the requirements of the Conservation Commission as the proposed site is located partially within the FEMA flood zone. 10. Lighting a. Conditions 9.a. and 9b. of the Amended Decision dated 9/9/15 are explicitly eliminated in this decision. b. After installation, lighting shall be reviewed and approved by the City Planner prior to the issuance of.a Certificate of Occupancy. Notwithstanding the foregoing, to the extent the construction on the Project or portions of the Project are completed such that a Certificate of Occupancy could be issued prior to completion of all exterior lighting, for a Portion of the Project or the Project in its entirety, the applicant may provide a- performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 11. I3VAC a. If an HVAC unit is located on the roof or site, it shall be visually screened. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 12.Noise a. HVAC units shall be sufficiently buffered and the applicant shall take steps to further mitigate noise emanating from the HVAC units(s) if the Board of Health receives any complaints. Notwithstanding the foregoing, the guideline for reviewing such noise is that the broadband sound level should not increase by more than 10 dB(A) above the ambient levels measured at the property line. 13.Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Tree locations along Washington Street shall be coordinated with new gas main and any other existing utilities. c. Tree locations shall be tested for presence of gas, prior to planting. Gas survey results shall be submitted to the City Engineer for review and approval prior to planting. d. The applicant, his successors or assigns, shall guarantee all street trees for a two (2) year period. e. Maintenance of all landscaping, with the exception of street trees that will become property of the City of Salem, shall be the responsibility of the applicant, his successors or assigns. f. Final landscaping shall be subject to approval by the City Planner prior to the issuance of a Certificate of Occupancy. Notwithstanding the foregoing, to the extent that the Page 6 of 10 construction is finished such that a Certificate of Occupancy could be issued for a portion of the Project or the Project in its entirety and that the weather conditions (e.g., late fall, winter or early spring), are such that the landscaping cannot reasonably be finished, the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the work is completed within a reasonable timeframe. The applicant may submit requests to the City Planner for partial releases of said surety based on work completed. 14.Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. "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. For clarity, this provision does not apply to publicly owned rights of way and streets:;;: b. The developer, his successors or assigns shall be responsible for the shoveling and/or snowplowing of the sidewalk for all building frontage along Dodge Street, Washington Street, and Dodge Street Court. c. Winter snow in excess of snow storage areas on the site shall be removed off site. 15.As-built Plans a. As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of the Certificate of Occupancy. 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 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. d. To the extent that construction work has been completed sufficient for a Certificate of Occupancy to be issued for a portion of the Project or the Project in its entirety but that the As-Built plans have not yet been fully completed (for said portion of the Project or the Project in its entirety), the applicant may provide a performance bond or surety in an amount and form subject to approval of the City Planner to ensure that the As-Built Plans are completed'within a reasonable timeframe. 16. 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 engineers 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 Page 7 of 10 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 including demolition, excavation, and grading shall start prior to an approved task order for the services. 17.Violations a. Violations of any condition contained herein 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. 18. Special Conditions a. Condition 17.b. of the Amended Decision dated 9/9/15 is explicitly eliminated in this decision. b. Stormwater Management Permit i. Applicant to revise Stormwater Management Report with O&M Plan to incorporate appropriate detention and groundwater infiltration system and submit to City Engineer for review and approval prior to issuance of a Foundation or Building Permit. Revised design to detain roof runoff must demonstrate that groundwater recharge and pre and post runoff rates meet requirements of Stormwater Standards for non-tidal discharge. c. Existing Utility Relocation i. Plans shall include additional detail of water replacement and connections to existing water main at each end of proposed relocation for adequate valving and thrust restraint to the satisfaction of the City Engineer, and also delineate and formalize the proposed easement layout and language for utilities to be located on Applicant's property ii. Applicant to submit additional information from their geotechnical engineer to the City Engineer regarding proposed vibrations from pile foundation adjacent to Dodge Street interceptor sewer and modify the foundation design or protect/rehabilitate/replace sewer prior to issuance of a Foundation Permit. Applicant to complete CCTV pipeline inspection of the Dodge Street interceptor sewer before and after completing foundation work and submit to City Engineer, and, if required, protect/rehabilitate/replace sewer line to address deficiencies or defects observed. d. Parking i. Applicant shall submit revised plan prior to issuance of a building permit that delineates ten (10) public parking spaces on level three (3) and twenty-eight (28) public parking spaces on level one(1). 19. Utilities a. Applicant to submit additional information to the City Planner and City Engineer once architectural plans are finalized, to demonstrate the proposed fire hydrants and connections meet requirements of Salem Fire Department and that proposed sewer, drain, and water service connections are in agreement between the architectural and civil plans, Page 8of10 and that the design will collect rainfall runoff and detain water as modeled in the revised Stormwater Management Report,prior to issuance of a Building Permit. b. Prior to Building Permit issuance, applicant shall provide detailed plans showing on site sewer and drain connections to city infrastructure. c. Applicant shall provide documentation on connectivity of recently installed electrical transformer installed on city property in front of Starbucks. 20. Site Development Plans a. Applicant to submit additional information to the City Engineer on the number and location of all existing utility services to all buildings, and revise plans to identify the number and location of all utilities to be capped or plugged. Applicant is to complete the abandonment of the service connections prior to issuance of a Demolition Permit. b. All sewer and drain services not being used by the subject project shall be cut and capped at their respective mains prior to issuance of a Demolition Permit. c. Possible water services to existing building on Dodge St court shall be investigated and cut and capped at main if not-being used prior to issuance of a Demolition Permit. 21. Traffic a. Condition 17.e.1. of the Amended Decision dated 9/9/15 is explicitly eliminated in this decision. b. In addition to the Washington Street north leg crosswalk, the proponent is proposing to upgrade the existing crosswalk across the east leg of Washington Street. This crosswalk to be enhanced with Pedestrian Warning signs (W 11-2, W 16-7p), similar to the other proposed crosswalks. Installation to be completed prior to issuance of a Certificate of Occupancy. c. At the intersection of Dodge Street and Dodge Street Court, the proposed Pedestrian Warning signs (W 11-2, W 16-7p) are not necessary for the Dodge Street Court approaches since they are Stop sign controlled and are to be eliminated. d. Pedestrian Warning signs (W11 -2, W16-7p) must be provided for the crosswalk across Dodge Street and installation to be completed prior to issuance of a Certificate of Occupancy. e. The Applicant to install crosswalks that meet the City standard, which is an inlaid preformed thermoplastic asphalt pavement marking system. The proponent shall coordinate with the City Engineer in regard to the exact specifications. The Applicant to coordinate with the City Planner regarding the specific pattern. f. It is expressly noted that certain proposed parking and roadway circulation changes are subject to approval of Council in accordance with the Salem Traffic Ordinance. 22. Salem Redevelopment Authority a. All work shall comply with the requirements of the Salem Redevelopment Authority. 23. Condition 23 of the Amended Decision dated 9/9/15 is explicitly eliminated in this decision. 24. Future Changes a. Once the final Certificate of Occupancy is issued, the approval of the alternate program of uses shall expire and the Zoning Ordinance will govern any proposed change of use. Page 9of10 25.Violations a. Violations of any condition contained herein 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 owner or applicant, his successors or assigns,shall pay the fee for recording or registering. I Ben J. Anderson Chairman Page 10 of 10 p 0 ,.'° C� . 0 *,...-.:, oaf .�� � �fy e � y � - {^ w -.. f cc 0 4 rn U �3 a. 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ROOF BELOW - - - - - - - - Q j� {r U) tn. a / k ❑ w JJII f/y ♦ � ; I h -y V I shaft 00 / f � CL Go - i w LO C) I project architect: KK N drawn by: J J D CL ^ r OVERALL aD 0 D G E C LEVEL. 4 Co 7w" FLOOR PLAN sheet number; AO , 04 QVEFALL LEVEL 4 & FLoofi F'LAI ELEV. 5 .0° � PLAN N c p 0CIO 0 VAt o < I Zr 0 �W NCc DUJ . . 0 �m C O � s 0 T rr bo 0 ro U7 'S Cr W ' 0z ,` C�C I AUNNEHNED X[PPROWAL M I I I I I 1 I I I I I I I I I I �Ocs POD KO MIRM7000 W ( I I I —+ f t - - I4 - A• I r � t I I I ra_a r I - ---_-_7 - - - CD ♦\ �`\.\ �.\ ----\-I � �� I I, l e I -7 Ia I i� hr�LL991 I{ _ t m o o -7 ITr - -t...___ _ _ — _ _ _ ®� I F_ I_D _I ITI _ L �J ITS - - ' - - - shaft J- I x -u . ........... utility/ 70 Sto 4-1 XN Co Cn 75 - - - —� - „a.v.„wd�'` /// ♦'.� ` ♦ � 11 r laundry Cz _ 4 U chute , CIO 711 • a w — - I 01 I shaft _ (D, r l 40, LLI L UJ dLl °* / • f 4 PARKING ARA E °' ♦ BF BELOW - �f v a nto W 'd L o CIP AF _ .... .. �.. fir♦ �� i � u r! \ � / . is ❑ r--• E ?C l ; I _ . . L Co shaft f E) �bL b CID W / r LO 1? C / project architect: KK to drawn by: JJD o_ t r OVERALL 0) D 0 D G E C LEVEL 5 CID a FLOOR PLAN Cm C sheet number: T N . U AOmO5 ELEV. 64.09 PLAN IV �JVERALL LEVEL 4 & 5 ELaP PLAN 00 o ((� T- 2 Q 0E E 10 M E IALSVV),1 N'�_ O IIVV O 'u o ;U Z 0W 2 ZW C� Q z o QLEGEND wig c 42) - U _ _ _ evel 6 Z f" ° Q _ _ 8 '_10•P W Q > O c 2 D 1- C. T U (n c N L A evel 5 L �? o s a 33 CAST STONE TYPE 1 GRAPHITE l (} {{ , L....1. L---.:1.----1 ____J.,_..._! ___�—L_t �Wv JJ -.ate." { s ' E { eveld_, CAST STONE TYPE 2 - MGA Cast Stone color. Light Limestone ,I I i FM _ .[IT] -LtH, . MASONRY E 1 T K RED COLONIAL , r' Ffl I.W F ' I .a MASONRY TYPE 2 Morin Brick color: 'Royal River, Red Range' .k mortar: Salmon _ MASONRY TYPE 3 Morin Brick color:r• Old Port Blend ' Full Range'e' J LF LI] i mortar: SM370 Briarwood -.� .-• _ ,_.., _- =- � ,_.. _� � .-,� �. MASONRY TYPE 4 Morin Brick color. Woodland Brown', Smooth Narrow Flash Range' = � E_ �. , ,1 = _ �_.. — l� T evel 1 a'! -o mortar: T,B.D. �z' PP � � 'Manchester' of n I a ► r MASONRY TYPE 5 Genest Manchester Block 8 x 24 ,color: #131 Ashland Gray, _ I { — _ I rt' __� _ ______; ' _ _,_.. _� _ `:_ � � � � _f . _ �--��--. �_ l�;y polished finish, mortar: SM77 Sable , '. " I i Level-1 1 �' � , I t o23. D.P r - 'Manchester' >e ar !I� ,� r J q I MASONRY TYPE 6 Genest Manchester Block 8 x 24 color: #410 Gypsum, I IJ YP 1, i I _ - olished finish, mortar: SM350 Suede O 0 GUARDRAIL TYPE 1 - ALUMINUM POWDER COATED PICKET BLACK/BRONZE Q- 0 0 GUARD RAIL TYPE 2 - ALUMINUM POWDER COATED HQRIZ. ROUND BLACK/BRONZE 4? e e 0 0 0 ® 4 Q GUARDRAIL TYPE 3 - AUMINUM POWDER COATED & MESH BLACK/BRONZE ® 0 GUARDRAIL TYPE 4 - ALUMINUM POWDER COATED BLACK/BRONZE (D [ ) Q ® _,JFIBER CEMENT PANEL TYPE 1 - CEMBRIT: GRAPHITE (922) .� i 0 0 FIBER CEMENT PANEL TYPE 2 - CEMBRIT: PEARL (901 ) (D .X ® FIBER CEMENT PANEL TYPE 3 - NICHIHA: DESERT BEIGE ROUGH a--f .� v FIBER CEMENT PANEL TYPE 4 - NICHIHA: AUTUMN BROWN SMOOTH TEXTURE C/) J O ® FIBER CEMENT PANEL TYPE 5 NICHIHA: AUTUMN BROWN ROUGH TEXTURE p C5 ROOF(ELFV:75' 4 N FIBER CEMENT PANEL TYPE 6 - NICHIHA. VERTICAL RIBBED PEARL o _ 'f�� �,) ..ice LEVEL5(ELEV:64'' . ..-. '. " .r.. _.., J ,.,, -...-. ,4 '!::•" ,: .',.. tIFIBER CEMENT PANEL TYPE 7 - CEMBRIT: FLINT 921 r x + i (n R y { W - Zalmag ` Pre-Patina II texture: none tt , LEVEL d(ELEV:56'-0') •ter ' V of , _s ®► METAL SHINGLE TYPE 1 ;e LEVEL 3 ELEV:"- a LU ® METAL SHINGLE TYPE 1 Zalma Mill Finish Slate Grey' t' -• a -. ':' .,,a. '.ti , .,I+r.•- ...-.....q,.t. c' P:;' -.§ ka t 7' s C 1Z ,: ., aTM k s, vw .qr . ti.a.P k .F ♦ > x.a_, . Fx;..1 n r : . t, I .« S 0 METAL TRIM TYPE 1 Charcoal (UC109852) a i LEVEL 2+PARKING P 3(ELEV:32.0' -tl - . Q 0 . ► METAL TRIM TYPE 2 Classic Bronze (UC109850) Uf „ 3' v III v _ _ .;�� , ; . WINDOW FRAME TYPE 1 Charcoal PARKING P•2(ELEV:23.0') � : - x LEVEL ELEV VARIES) T WINDOW FRAME TYPE 2 - Classic Bronze ® ® SPANDREL PANEL TYPE 1 - Trespa `Lumen" color: L25.8. 1 New York Grey ur e d z 0 W E - r .0 .. { -- firH1F(FI FV-7-5 0 co fitI c LO EVFI d IFt CZ 0 co E•d fin. ' ' ,. 9 - -4 Pi 5 T CD t 71 LEVEL 3 fELEV:44.01 , N s * a y F project architect: KK r"u j I; STREET #K drawn by:,.. sf -y ery 9t a y Q EL2 Fxf't, GP ,(y' ;� '1 '! 4 '+n.••e•Mr-„»-: N Fn.PKmG P-2 FLE 1.2+_qiLJ-LE ,,...,...,... {{ In � f � r. .........mow., �,.:,rlx � .+ a✓�..._ 4,c NORTH, r, EXTERIOR C'/EL i iCLC/JkPIE P.., +.:a« ,;r" - __.. :,- _-,. .CID .... !'� !,, I ...€ Y, tl r .ro ,7 ,.�.:, ,, ,tee,,, :r x;+' - ..._ ELEVATIONS LEVATI ON _ .__ XT AT Ell ee Dodge Str t sheet om u num ber: r U x t f DODGE COURT A101 0 00 Y T— r oEXTERIOR M ERIALS 0 00 In `w c oaw O U0- 00 Z � 0 O W ° W� . . W o >o c U 3 M- l-" N (r 0 00 - _ - Q CAST STONE TYPE 1 - GRAPHITE z : . . : `il. r l_ I .I I l 1.rI r� l x :r 0Irw 0 U© - - 4 I, ! — CM! , 1M Ill MCI M ® AST STONE TYPE 2 - MGA Cast Stone , color: Light Limestone Ta , M M , C l MASONRY TYPE 1 - THIN BRICK RED COLONIAL E- - - _ �' , - o River,r Red Range' I -. MASONRY TYPE 2 Morin Brick color: ' Royal R v g -- _ •` _ - — u — — _�TT1 ( -- - mortar: Salmon I E M N ti MASO N RY TYP E 3 Morin Brick color: `Old Port Blend', Full Range' _ED EU,4i� , I o I 0 f, _ • mortar: SM37 Briarwood _ �i I MASONRY O N RY TYPE 4 - r Woodland Brow Smooth Narrow Flash Range' -_r-'— M Morin Brick color: ` n' S [11 FT -� o r mortar: T.B.D. ElF7 t ��. ' _ _ _ __ _ _ _� , , .� , A S O N R Y TYPE 5 Genest Manchester Block 8 x 24 ,color: #131 Ashland Gray, t --- ---- - -'---- �_ �— I C� .�- _ _ o , 1 <.� I I I I " F I i � .._ _..... -�-.,..may - �.- _ .... ..___...- J �:�., _... -...:-_..._Y ....-... __..,_.._. 1 yI , ' polished finish, mortar: SM77 Sable � w- l—i''— i _; BF7 yi 6F6 ,,,•� SF3 ,, ,� 6F6 SF•a '�'�r SFB +'� : 6Fy BF� �Fy ,"- ' M A,S O N RY TYPE 6 Genest `Manchester' Block 8" x 24",color: #410 Gypsum, _ . _ polished finish, mortar: SM350 Suede -. . _ GUARDRAIL TYPE 1 - ALUMINUM POWDER COATED PICKET BLACK/BRONZE �- 6F 5 '= SF 5 SF] 4 SF B , bF] SF S : SF 3 o o O lo F_.l I. :.1 f 1 S;rt Attl :SF7 ` SF7 ! _ .,! _ ♦ { r — . Q ® GUARD RAIL TYPE 2 - ALUMINUM POWDER COATED HORIZ. ROUND BLACK/BRONZE i e ■ e Q Q GUARDRAIL TYPE 3 - AUMINUM POWDER COATED & MESH BLACK/BRONZE 0 Q D . 000:711 MEA0 0 0 Q O GUARDRAIL TYPE 4 - ALUMINUM POWDER COATED BLACK/BRONZE Cn Q o FIB ER CEMENT PANEL TYPE 1 - CEMBRIT: GRAPHITE (922) FIBER CEMENT PANEL TYPE 2 - CEMBRIT: PEARL 901 0 0 ( X Q Q FIBER CEMENT PANEL TYPE 3 NICHIHA. DESE RT BEIGE ROUGH *:n FIBER CEMENT PANEL TYPE 4 - NICHIHA: AUTUMN BROWN SMOOTH TEXTURE C!� 0 0 � JC L Q o FIBER CEMENT PANEL TYPE 5 - NICHIHA: AUTUMN BROWN ROUGH TEXTURE 0 � Q Q FIBER CEMENT PANEL TYPE 6 - NICHIHA: VERTICAL RIBBED PEARL o RoofrZ .— r - elev75.0 1FIBER CEMENT PANEL TYPE 7 CEMBRIT: FLINT 921 to JC 3CZ co Level 5 - - _ __ __ ' : ::$ . .,,.. ti' y . _ - - - re: none .;--- � •- o .___._. ..._: METAL SHINGLE TYPE 1 Zalmag Pre Patina II texture: <. elev 64.0 . , . , ; 7 �; .,fs Q ,. -- ,,.« M - METAL Zalma Mill Finish Slate Grey' Leve 14 ,, � _ .-, — � !.:. , .. i :-,. ,. k - SHINGLE TYPE 1 J a , ,r4L elev 54.0 I METAL TRIM TYPE 1 - Charcoal UC109852 .,. . fi • r - _ . is _ , { _ _ r� , o ® I ( Level 3 - i t — elev 44.0 _ � METAL TRIM TYPE 2 Classic Bronze UC109850) . j , µ f i Level 3 L 2 + P , 1 elev 32.0 « f 1 , , y $ - 4 !kf rt .-.. ,. .. ., � ... d.:,.. '��`r�,x ..v �w�.w+t..Awt.[ .s,..&::. .� ..: >Y_.a' +fir �, `�! .?..,,t d ,r�^ s.-, $. �:r': pg . . :y: :1 - t, w F >'r FRAME TYPE 2 Classic Bronze Level P2 Q Q, � �t't i' f " k v 4 T `, Mi s :. , a. elev 23.0' , } t Q SPANDREL PANEL TYPE 1 - Trespa `Lumen" color: L25.8.1 New York Grey (001 [011 roll I 0 w cc . . . . E CD CU i a 1fit 1 i I; If 1 i C M77 co Q co LO Wwu I I Q 14 ` , .i,t _ . f .->—FF.:,., ' ye. _.rra p;:,va=,,v,- ,+eau. -.assyt I /f .•_:h \:e.. .:j k r!'' r _ r - d , mrryta awv,,.a p 4 ii j , f project architect: p l KK fl .a.* a { •.. 7 STREET { _ DQ drawn by: „ w e } r I , ' a 1 - - WEST EXTERIORELEVATIO A W U7 • ELEVATIONS I �� Washington tAT LEGEND LU N ,, , �_ � ,.. sheet number: L) I _2 ab t DODGE COURT A31. 02 0 o 00 Q T ° O NO cn 0 i N EXTE 10 M ERIALS �=IV < 0 Uj o QZ:: aw � Q c z 0 0G U 0 � � ., J G1 ._- L! a� / > M ■ ■ o O W O >° /Ir 1 rD .. Uw w r` _T. .. T �_ 88'-{ Roo Level 1,a � AT LEGEND _ _ .. i iu _, - j CAST STONE TYPE 1 - GRAPHITE n ° , Level 5 I i JZ TW T111 , ff �_o' _ 8 _ — - .. .. .._ f ._- 7T 1• r U r n ® CAST STONE TYPE 2 - MGA Cast Stone , color: Light Limestone 'ii I• I• I� a iV i� i , _� � ! L_ i � �—I_�_I � � I I � � I � � 1 i I I I � 13 � , I � — + - [ ) I - I_ l �� : , � [ _ _I � _ : Q MASONRY TYPE 1 THIN BRICK RED COLONIAL `y( Iv I vi -' .IEll 66'- MASONRY TYPE 2 Morin Brick color: `Royal River, Red Range' I' vvI° I'• i ; �° I° ,. � mortar: Salmon ! •I i I _I. _.L.. III 1 .� �i_ I Level 3 + - I I fi �, _„ 1. ® MASONRY TYPE 3 - Morin Brick color: `Old Port Blend', Full Range' n FA mortar: SM37 Briarwood -1 T701 1 I I i I Fl� I MASONRY TYPE 4 Morin Brick color: Woodland ro oth Narrow: :,., : � �_ k I �lr .G. I:. L I I_ Brown Smooth Flash Range' — all. _1 :.�_II 1(-,.�L .l_.�. ,:f, 1� Level2 � � `-? mortar: T.B.D. MASONRY TYPE 5 - Gen est `Manchester' Block 8" x 24",color: #131 Ashland Gray, -� I I f i ' , 1{{ c 99 1 'l: SF3 l � polished finish, mortar: SM77 Sable � III ! li' I o J, .: _— _1 LevelI 'Manchester' » �� cw, ;'' -- —�'`-' 32.0• ti ; MASONRY TYPE 6 - Genest Manchester Block 8 x 24 ,color: #410 Gypsum, - -' - polished finish, mortar: SM350 Suede _ + 0 Q GUARDRAIL TYPE 1 - ALUMINUM POWDER COATED PICKET BLACK/BRONZE O Q Q GUARD RAIL TYPE 2 - ALUMINUM POWDER COATED HORIZ. ROUND BLACK/BRONZE O > Q ® GUARDRAIL TYPE 3 - AUMINUM POWDER COATED & MESH BLACK/BRONZE O I 0 D veoo 0 0 0 0 0 0 Q Q GUARDRAIL TYPE 4 - ALUMINUM POWDER COATED BLACK/BRONZE aD I Q ® FIBER CEMENT PANEL TYPE 1 - CEMBRIT: GRAPHITE (922) k -O 0 0 FIBER CEMENT PANEL TYPE 2 - CEMBRIT: PEARL (901 ) O X 0 0 FIBER CEMENT PANEL TYPE 3 - NICHIHA: DESERT BEIGE ROUGH N Q Q „ FIBER CEMENT PANEL TYPE 4 - NICHIHA: AUTUMN BROWN SMOOTH TEXTURE U) fi O 0 FIBER CEMENT PANEL TYPE 5 - NICHIHA: AUTUMN BROWN ROUGH TEXTURE O ROOF(ELEV:75 0')( Q Q FIBER CEMENT PANEL TYPE 6 - NICHIHA: VERTICAL RIBBED PEARL o CZ Is i i i a i LEVELS ELEV:W'+0'J ( •� IFIBER CEMENT PANEL TYPE 7 CEMBRIT FLINT (921 ) � LL11 4-H Tr-TJ METALS INGLE TYPE Zalma PLEVEL4 ELEV:54'0' .{. .. .. ...{..:. �.z: aF v•- 'vr i' x�5., -'��+'�- Y' .^'r,, nlr. ,y�q ,.{.�„ ,(,._ ;';, J, ( 1 1 METAL SHINGLE TYPE 1 - Zalma ` Mill Finish Slate Grey' _ 1 1 g Y a 45. .r I`I 1 d�l: l�� ijl :1 li lii �tsacr:,•.'sr -' r - l '!, - rr -r" w 1 1 - _ _ s { a LEVEL 3(ELEV:44'10� ' p 0 A s 0 0 METAL TRIM TYPE 1 - Charcoal UC10985 , Y M , r Y i _ METAL TRIM TYPE 2« - Classic Bronze C10985 .. r.: .: r ` ;. f A.s',!:}'. ., r.. - ,7 } •' Tta �. `' - ul LEVEL 2+PARKING P-3 —— — I 0 0 WINDOW FRAME TYPE 1 - Charcoal • Q ® WINDOW FRAME TYPE 2 - Classic Bronze r e e t 0 SPANDREL PANEL TYPE 1 - Trespa `Lumen" color: L25.8. 1 New York Grey D ■ z 0 W 17 E I W f ( 1 S I 1 1_ T _T� CZ 711 CID r " S , _ o , project architect: p KK STREE , s , _ . ; . � . T I _ ? ._. ,;�: � Nm s' ,»., �. '.1 ,, I drawn byDQ � I max: , iCt CV A W .__ EXTERIOR I co � C� ELEVATIONS o 3 N �, I � I 4 � I 1 ' 1 I i r I i Washington Street sheet number. � _ 1 - �. . w �, DODGE COURT A& 3 0 00 o In r- ILL) L6 o 0 R EXTE IOR M ERIALS ow O C1) 9 I- , �Zn-WCOL ' Z � Ll °° p W + o W a W >a N LL. / �N V r l t Roof Level I M r Tt r� 00 8s z / Levels . Q CAST STONE TYPE 1 - GRAPHITE u I I 83'-10" aZ pZ { C �, U �a LevelS � Q CAST STONE TYPE 2 - MGA Cast Stone , color: Light Limestone Level 5 � I" �] I j I k 73 l_ l I I r I ! a t MASONRY TYPE 1 - THIN BRICK RED COLONIAL - - - __IL Level s a ( 1 t 1.�a t_.:,i.,,:.1�J L�1 °" ' I s3";o MASONRY TYPE 2 r• `R I R Red Ra e' — x _ ya ive g Morin B ick colo , ( .� _ x mortar: Salmon { € t _.., ...-_. E - + + _ - Level3 , I_ MASONRY TYPE 3 Old P rt Blend Full Range' } - -- - sa-„ r _l_I i "� —�—'t _7 �^-51 _.I ���,_. . , Level3 } �► µ - 7 Orin Brick co or• o 53 -10 I, - mortar: SM370 Briarwood �" I,{ P MASONRY TYPE 4 - Morin Brick color: `Woodland Brown' Smooth Narrow Flash Range' Level z 1i --] ! l -^I' Level 2 mortar T B D - - I AS O N RY TYPE 5 - ester Block 8 x 24 olor #131 Ashland Gr y M Genest `blanch ",c a , !gF ; SF 3 S i i II I l_ : I E 1 , ,� J y 4-0 ,, ,2 I i g ® olished finish mortar: SM77 Sable i( I --- — — --- -- —-------- w I I ,I _ . _ .- -- r .--�- ,. G . , Level 1 - a > » �� .� _- _. ._ .- I I I • MASONRY TYPE 6 Genest Manchester Block 8 x 24 color. #410 G sum, 32'-0" Yp -- -- - — b` olished finish, mortar: SM350 Suede _ Level-1 O 0 GUARDRAIL TYPE 1 - ALUMINUM POWDER COATED PICKET BLACK/BRONZE - b JLI T __ O Hote Grade Plane � - r_ , 16'-31/2" 0 ® GUARD RAIL TYPE 2 - ALUMINUM POWDER COATED HORIZ. ROUND BLACK/BRONZE M® ° > O D . 0 0 0 !! ® Q Q 0 GUARDRAIL TYPE 3 - AUMINUM POWDER COATED & MESH BLACK/BRONZE O ® GUARDRAIL TYPE 4 - ALUMINUM POWDER COATED BLACK/BRONZE U) Q 0 FIBER CEMENT PANEL TYPE 1 - CEMBRIT: GRAPHITE (922) O ® FIBER CEMENT PANEL TYPE 2 - CEMBRIT: PEARL (901 ) -- O ® FIBER CEMENT PANEL TYPE 3 - NICHIHA: DESERT BEIGE ROUGH Q 0 FIBER CEMENT PANEL TYPE 4 - NICHIHA: AUTUMN BROWN SMOOTH TEXTURE Cn — - -, O ® FIBER CEMENT PANEL TYPE 5 - NICHIHA: AUTUMN BROWN ROUGH TEXTURE p _ - Cn Q ® FIBER CEMENT PANEL TYPE 6 - NICHIHA: VERTICAL RIBBED PEARL o 0 ._I ' 1 FIB ER CEMENT PANEL TYPE. 7 - CEMBRIT: FLINT (921 ) i r 1l -. , .► ) • ... r.k c r I .f Fr, 'in 3 i-: , ,- y r _ _ SHINGLE TYPE 1 Za mag Pre Patina II texture: none � � ETAL SHING I Mill Finish Slate Gr y� - � 1 m , st,`W riz •+-i�E A` �r t_, Y !- -' l ( ���1� � �T.'3,2' 1 I _ M E TYPE Za ag e ' P i h a r co a I U C 10 9 � METAL TRI ( ) yak. , _ MET E 2 AL TRIM TYP Classic Bronze UC109850 x .wra•J...- ,, .n,.w ..s^,_.._,...,... ._. . ,r .... ..., ...... _ a". ... e-_ _ ::.,._ -..... __. _. .., ._ ...,, -....... •..,..: _..... ..... .. %_ r+,3ky as _. ... � ., -.;;,.,..._ ..,., _ .,,..,_ ..: .r;..>M n..,ac:,..«.0.,.„:r„».,.^-m*•..,_rss.:.r.r<„•,r• sa�«.s*rs,^a.�w_ .-.., « _..> .. . !. ^.e..�{¢ y� 1J .,-.,, .. .,. .. ..... &`:f3F"f.P-',,,.,.....<r...Y.n..9£........_., ..e ..., .,,._.... -._._,,...-.i..l.-.t' V:S .. µ .H ,{ �..,.,. •'{Sr -f�. '.:F','. I ! ( / V o.,..t.......... .. `�". ,,�::,.... .. :..,-. _.....' .q,,,. rh ... :' ::: . :?f:L,w ..,:u. ..'..; .,p _✓.�..,!'p1n, 1..-.. i. >.�a: t� �� �1 ' � '..*: � ..,.,. _.-.' , '°'�' , .. :.:' , ..,.:. , .... ...« _,«.., .q.'.(• «...may a`U^' f s_.. , ., ..., t ,".,yf_... _ ., _ ,..._.._ ..•, ..,. s.. .,... •sa ,.,.r._.. i :.Y."'lY� �. ..•� , tr%-,hj i•l _ -a (r�./1 , _ '.?' .•'3 ® INDOW FRAME TYPE 1 arcoal t, INDO A E TYPE 2 - ssic Bronze r , , + O ® W W FR M CIa ® SPANDREL PANEL TYPE 1 - Trespa `Lumen" color: L25.8.1 New York Grey ° z 0 E - U) - --- - I i3 I { •M �- 0 m W T h R } 1 .. vJ �u ,:_ , � : _ r 4 � , rat ., � •,:;._, rproject architect: KK I 2 I I STREET drawn by: DQ a �t EASTUJ EXTERIOR ELEVATIONS ELEVATION AT LEGEND N DodgeCourt _ � N I i I I O r I ,I , : I t ! sheet number. U sr I , ;- � � � - � a � - l . e , zee - � � 1 a 0 • DODGE COURT , '"" _ — ♦ BY OTHERS 0 f; RELOCATE EXISTING W16-7P »P�Ipa�110ANbIM T BY OTHERS PUSH UTTON ACTIVATED RECTANGULAR RAPID FLASHING BEACON TL�g ("KSIG (RRFB) BOTH DIRECTIONS &&SINGLE-_POLE,._.______.____,_ BY OTHERS � REM EXIST CURB BY OTH ' PROP10'WIDE N STREE BY OTHERS H Irm E3 ❑ICv CROSSWALK I NGT d W11-2 ,. piCv a µ WAS`S ( ARIABLEWID I$Y OTHERS (PUBLIC V W16-7P PED ' BY OTHERS - 6 W11-2 a 67° ' PR IT WIDE BY OTHERS S AW11-2 -- � W16-7P PROP CURB BY OTHERS BY OTHERS BY OTHERS (TYP) SYL PUSH BUTTON ACTIVATE— n W16-7P ___._—RECTANGULAR RAPID BY OTHERS PROP METERED ��.; FLASHING BEACON PARKING SPACES;; gWL!. PROP METERED (RRFB) BY OTHERS PROP 10'W STOP R1-1 511 (8'x2o) PARKING SPACES CROSSWA PL P BY OTHERS PROP 10'WIDE __ "PL. LP CROSSWALK COMW SW E 14 -_w v t s Q J WG 1 n wG0 BLO BLO&b oB " A .o- s r A r a_. LO mioc CJW,- ;. . �� (� <+PROP 10'WIDE TRPED Co rri CROSSWALK- t� � r LIPt �a J L�- '® A'•ITRAFi BASE ..�� CfwTROI. � v � ` PZESTRIAN `'mA SUP .uc+rs c�lNer PARKINGJ `, , ,, yvG pWG x-WALK PROP PARKING 1RA �� O 2"PL METER (TYP) , ` G� 2"PL METER TYP :.,. - Tr / ) PROP METERED a PARKING SPACES ®n4 �4\\:^"\� 1 ;: c is c; ; c; ; i : : ci :`c ': II a PROP SIDEWALK ' '::''':'':: FOR NEW SEATING AREA LEFT LANE aMA ,w 1 �� GG I ! MUST / H. 1 tX:T-STORV < TURN LEFT ON '`�; ; ,, \� : aiSE :' `:: ` : {{'II;,: ^: :y:n:: o { x r a i R3 7L b s•CATE w a - ' ` CRO WALK s 1 \ o MBa—z„wAa+x+cTar,sr. RESERVED co STAMCKS COFFEE PARKING "J t°`..^:F .' - ,. . ,',: ROOF ELEV..47,4' ...a<.. .. .,,. , ...... BRICKLP FACADE/ST4NE FOUNDATIgV ATV. •..::'' '',.,.,'€.• � `+_''.,�.\ .: n•.a .,,'�. -•., ', •., . ', li3 /rp W11 /�� ...`.'.t '•.. .,. „ .. ':•<: ,,,\.. \. `'';. MET _ O J < , '/0 ' ' -• - , , . , , • , , PROP CROSSWALK 0 a Y : , _ �. .., m W11 2 ,.',.' 1 � REM EXIST .•:.•. .' , . .._ ;.;. ,`�.. .-,.., �. .\''. N TIN . . r . . . . CURB CUT .,. . ,. . .'.•.' .. ..,. .� ,4 ,.� , ` `=1: 144 4.O I , H v W16 P t � � MULTI STORY ..,.,. .... . ._ .,. , ,. .-. . . . . n......• ,, , .. '. W r MIXED :.-. ,. . ._...• . .•. . . ; .. \ . .,�.. , , ... �."\ Q x _ Lu ti a`•` :'R •OE?11AEiT',•F2E• USE CLOSE EXISTING . .• . . . , \ . :. . ..; ` <' , ` �ti �•8'z2b:• :�: ::�' �• , \` . . CURB CUT . . . . . . . . . . , , . 1 • sJ ! a cr .' .Rt.,. .h. .4.,t. ,,,�•..,,. :, ., Y ',y ", t„ \ _ 1."'•, }!. �,f!,,,/, � V V PROP WIDE ` CRoss ALK � RIGHT LANE . . .. . . . . .. . . .\ . .� ., . . .. -, �, , 1 � � MUST . - . . . . . . . . . . . . , .. > . � • . . . , . . , �. ,, .. ...... . . .. . . . .'.. . ., .... , . .,.. ,. ,.� , „ � 1 :gip• o�A�i�t������ ,.._.�, A' TURN RIGHT \ , ,, EXIST PAR G STRIP EX �, , �, �, EXIST PARKING S R3 7 ,._.•.. . . .• ..'.'..•.; .. , , . . .•,.h �, ., .. ,, , , , , , , , a � ERADICATE CU�� \ RTO -FELCTT � .,.;.•' ..;.; . .;: ... ....� �,.:`,'�:ly . .�. ,4a. ,, ''. , , , ., ..,. °..'�`.'•, ,- y} � . , 1 :::i::::::':•:-::•:•:•:••.•.• ,• TO REFLECT REMOVI _ , a a, ., REM 1 E.;ST o — ,�. T� 1 XI SPACE .. .'.' . .'.., ,.,:. . . . . .. . ` , �, L , L ,. ,. \ W16 7P t 4 L4 •'t "a v • 'r t t PY 1 D PARKING 4 ' OUBLE H P REPLACE � 1 METER WI G HEAD PARKING METER e� �.`.,, `. '� E. i !,\•�z. \ti',. » 1 . s, �. e'1 IRi , \ , w \ a \ \ v \ ;• :•:::: ,• V TOP % !\ I� \ roams a4 . _ P - ,, •. b 0 ,7 (PUBLIC WIDE) ; DYCL i U , SWELL L 4 SMIty ,.eUAPM1C 4. V) l"r , ter: ,��rr" k i` --�"' ODGE STREET COURT ' r'+fAx2 er eR«FACADE s tor+a FaWOAmx� cl sww :J ENTER REPLACE EXIST DOUBLE HEAD �BL 0 � E ---- 5-11 PARKING METER WITH SINGLE HEAD — PARKING METER 2,Fan• ROOF acx_n a Ill It�Spc FAUM HH cW Sec j:. � O , R K R 1 1 S OP 1 c ld� WAaYY R6-1 (PBS) BAR&GRILL `� I W11-2 S TIL LAYOUT OVIERLAY ( � W11-2 10, VIDE *" W16 7P PCR SS ALK W16-7P y, r �_.... 15.10 SEE UTILITY RELOCATION PLANS I �. •- .. , PREPARED BY NECE FOR RELOCATED _ �_°~ �- y � �V�. „ SEWER MAIN INFORMATION TRPED �cwr d'U'2wwill <x r i \u o SEE UTILITY'RELOCATION PLANS BY a a5 it ! NECE FOR WATER MAW INFORMATION PROPOSED GAS MAIN BY OTHERS _ _ .�n cm r - PROPOSED TRAFFIC r . SIGNAL MAST ARM AND EXIST VAULT CONTROL PAD LOCATIONS - --- - RIM=24.00(EX) WASNIN6TON `rt7EE' EXIST SMH INV(IN)=3.34(EX) INV(IN)=3.66(EX) RIM=23.50(EX) -I `"` -} � = �- INV(IN)=3.82 r any INV(OUT)=3.81 EXIST SMH �i�� r-�•-�-.,-���- RIM=24.20(EX) r . . , •. � INV(OUT)=3.67vc PVC CLEANOUT S 0.0 I \\\\ 8" DOM TO GRADE i `\\\\ _. PROPOSED TRANSFORMER INV.=19.93 O I 6':::FP PAD LOCATION INV=TBD // 8"PVC S=0.02(MIN.) N/ ROOF DRAINAGE SEWER STUB CONNECT INTO EXISTING 6 1 \ a 1 �\ b � � INV=17.60 �.. :� ' ' FP � 1. : :::. . 6"(MIN.) CPE S=0.02. 87.., r r 4' DOM 8".:F" CONNECT TO EXISTING , STUB • O ` PROP. AREA DRAIN E RIM=21.20 ( � °p ti Al Er, - INV.=19.35 I T, �I 1� _I \yv \\\\ \ \� ROR. DR N ,GEC LEGEND / \\ \\` \ \' IIyV 10:4� 13LF 6 CP£: LIGHT POLE i TRENCH DRAIN ` \ RIM=22.35 \ \\ SN. STREET SIGN \ \\ �\\ ,;1LF 12:GPE:'',. PROPOSED 2" NATURAL GAS MAIN y INV=21.3 \ \ \ \ \ ..\�,"\,\;\, 50.020 ':,: FIRE HYDRANT , • \ \ \ \ \ 1 DH.SB.o DRILL HOLE IN STONE BOUND FOUND INV=20.7 INV=24.40 \\\ \� �. O PUBLIC DRAIN SERVICE \ �\\\ �\ \ - INV- -S- PUBLIC SEWER SERVICE 35LF 12"CPE 3=0.017 \ \\\ \ `\\\ \ 1 :`:' :::::::::::. : ..: 0,15_.. -W- PUBLIC WATER SERVICE \ -T- UNDERGROUND TELECOMM. LINES \ � �•\ ��\� \ � NOT IN SEE UTILITY RELOCATION PLANS -E- UNDERGROUND ELECTRIC LINES RIM=28.30 \\ \\ \ ' ' �\ \ \ \ \ o �A UNDERGROUND CABLE TV & COMM. LINES \ \ �\ ti\ \i PREPARED BY NECE FOR INFORMATION INV=25.00 , .`y \ CONTRACT REGARDING CATCH BASIN REBUILDING ® DRAIN MANHOLE \�\\ IN DODGE STREET. EXISTING RIM AND Q SEWER MANHOLE INVERT ELEVS TO BE MAINTAINED TELECOMM. MANHOLE ROOF \\ \ \ 8 \: \_y.., iiiiiiicitiii:.t ;;: ;: i;: :; ;i::.::::: :::::::. DRAINAGE INV=25.15 \ \ \ \\\ \ \ e ® ELECTRIC MANHOLE (SEE MEP PLANS FOR / •\\�\ \ \ \ \ r__ CONTINUATION / ,ti _ \ \ \\\ HANDICAP ACCESS / RAMP \ \ :. • _ i \` \\ \ \� \ \ � \\ \ CSRAINAGE v_' M WATER VALVE (GATE) 7LF 6"CPE i \, \\\\\ \ �\\ \ \ wv S=0.021 \ \ \ � \ \� � , iffy=10:88..: . ov GAS VALVE (GATE) �`. INV WATER SHUT-OFF 21.7 \ \ DIRECTION OF FLOW 47 LF-8"PVC RIM = MANHOLE RIM ELEVATION MEP P (MIN.)SEE INV.IN OUT= IN OR OUT PIPE INVERT ELEVATION 82LF 12"CPE / \ e \\ \\\ \\\\ . ,\., / MEP PLANS FOR \\ \ \ \ \` �\ \\ \,, sww S 0.043 CONTINUATION \ \ ❑ WATER METER GATE � 1 ` ' O ` 18 F 12" PE �.,L C \: �\ �� .' �'.,�.:b AWN ' '' �` `:` :..'` ;� .,. RELOCATE EXIST HYD r/ \`.\ �\,�` \�`� \� �`��' ` `�'`\�� � \ S=0.015 � �'O�R R � ALL SEWER RIMS WITHIN CPE CORRUGATED POLYETHYLENE \ \\` \ \\�\� �\ :::.1 ROivf:.IQWFR:.: . .:. . .. . .:. :. . . . LIMITS OF FEMA FLOOD ZONE sTC STORMCEPTOR PARTICLE SEPARATOR OR NEW HYD CB \ 1 �• ,..\ ,\ \ ,\,,1 \,`, 11LF 12"CPE (BELOW EL.15.2) DMH DRAIN MANHOLE RIM=31.80 \ \ ::'li�11=92 5 r STC-2 - \'\ \\ \t �\\\ `�` S=0.027 TO BE MADE WATER TIGHT CB CATCH BASIN RIM=31.60 _ / INV=28.80 � �\\ \ \ \ SEE ARCHITECTURAL, \ \, GI GUTTER INLET , \ \ V1+PTR::LtNE \ \\ \\\\ STRUCTURAL AND ` i PROPOSED CURB INV=28.55 \,, ti ::conflvEG .:�� ki{D. :: � PLUMBING PLANS FOR TRENCH DRAIN _ _ = PROPOSED CURB BY OTHERS \\l` \'• .� •.\ `\\� ,,'• DRAINAGE ON STRUCTURE. \ . \ RIM=15.3 \ \ W \ \ \ \ INV=14.3 \ No ,_7LF 12"CPE 7LF 12"CPE / ` \\ \\� SEE PLUMBING PLANS FOR PIPING -- S=O.017 ; \v \\ ,\ ': S=0.017 \ \ DETAIL INTO WATER QUALITY UNIT \ 15LF 6"CPE 1': INV IN.DMH =7.10 ` \\�'.- \ ;� s=o.1z Ii�IV(OlkT) .f2:1:5: ( ) PROTECT EXIST �\\ \ HYD ! I:' J O 11 ELEVATION OF ELECTRIC ' CONDUIT UNKNOWN CB \ RIM=31.80 1` D !� INV=28.80 �. fit__- D s CPE 116LF 18" X • CB ELEVATION OF NATURAL STC-1 INV=1111.00 RIM= .70 GAS MAIN UNKNOWN RIM=13.05 INV(IN)=9.52 DMH(5'DIA) 29LF 6"'VC-1 CONNECT TO EXISTING INV(OUT)=9.27 RIM=15.15 S=0.020 SEWER INV.=11.62 INV(STC)=9.00 PROPOSED 2" INV(TD)=12.50 NATURAL GAS MAIN I INV(CB)=10.70 INV(OUT)=8.82 ELEVATION OF ELECTRIC CONDUIT UNKNOWN 0 20 40 FEET RELOCATIEO PORTION OF GAS MAIN. SEE SEE UTILITY RELOCATION PLANS PLANS PREPARED BY NECE FOR DETAIL PREPARED BY NECE FOR RELOCATED SEWER MAIN INFORMATION PROPOSED ELECTRICAL CQNDLJIT - --------- SEE PLANS BY NECE FOR DETAIL SEE UTILITY RELOCATION PLANS BY NECE FOR WATER MAIN INFORMATION PROPOSED GAS MAIN! BY OTHERS MINIMUM GUVtK=2 h I - y�'. PROPOSED TRAFFIC bin rr a< I wun+wrzR ca+omr SIGNAL MAST ARMI AND =Ti -~ - ------ - EXIST VAULT - _ 'EXIST SMH RIM=24.00(EX)- CONTROL PAD LOCATIONS t DMH re-\ SMH INV(IN)=3.34(EX) - R-20.84* R 16,a3 R=1582 ( )- \. 14N=16..94(CE)� _ RIM-23.50(kEX) �\ INV IN 3.66 EX � _ - _ ( )- OtIT-t;�34 ( ) INV OUT 3,.81 I INV iN 3.812 ' ) sMl++ k ----•-- INV OUT 3.34 I I I i R�29L9:n"� WG -�' G 'N�- ,_..._--•'•' _ --.--- I J _ b- v� . - - _. ...__.0 ,.. .....l.nxn� R+"22.2)< � � L-J EXIST SMH \ iir�\ 1 G -- �Y :_ \ hQ RIM-24.20 EX _-' TIP, ( ) �� �����I\��. - INV(OUT)=3.67 ,.\ H / £ RELOCATED REMOVED � � I TRANISFORMER PAD --� ,,, RETAINED PVC CLEANOUT-- `r, _ 6"(MIN)CIS ws u"ys WG U G O 2"Pt TO GRADE 8" DOM 1 6.: FP aLG PROPOSED TRANSFORMER =19.93 I / PAD LOCATIONT -INV=TBD�. 8"PVC S=0.02(MIN.) I /// �" CONNECT TO 02 ROOF DRAINAGE. CON z as � - '-4 I70fv' NECTTO T CONNECT INTO EXISTING - //� x- INV=10:42 8"CISEWER RIM9 �� a ROOF DRAINAGE /1/ 4 I " Qv#�zr 8"CI IST STUB ( I - a SEWER STUB 'p ; SEE'MEP`PLANS 'INV=fER INV=17.60 _ V = °u S=0.020 FOR CONTINUATION) - CONNECT TO _ DRAINAGE 6"(MIN.) CPE S=0.02. $ 1'V€.SEWER 4' DOM f � c it t\ ! ROOF 60 (SEE MEP PLANS 8"OI CONNECT TO EXISTING _ SEE MEP PLANS FOR CONTINUATION) 5-0.020 �� 7� :IEJVx2.90 ( 8"Cl STUB FOR CONTINUATION) E TRAP 6"CI ~• CONNECT ELECTRIC CONDUIT ; r J GRERISM t 00 ( CONTINUATION)FS=0.020 _ ! S-0.020 2 _ _CO 1` V(OUTINV �B OB PROP, AREA DRAIN TO EXIST EMH _ , = 33 IN RIM=21.20 SEE MEP PLANS FOR i - _-"� zn ws,+wcm+sr. INV.=19.35 F. RETAINED ,. .-__».-.•--�__-...,-____----__,_--.-�_-�_��A : .. .7 I " �j - ,. � R.a.o e�cam..<v.r� ROOF DRAINAGE:: RIM=s i vu,,or v r 10 J INV=10.42 13LF i CPS ;'s LTRENCH DRAIN itr.12 s n, t° ` f,, �,. ��'" OIL/WATER CIT DMH 1 RIM=22.35 1LF 12'CPE S I SEPERATOR e ` ...._ a RIM=14.00 " I wuAE*Ea i INV=21.31 S=G.020 O ,., RIM=14.00 l INV=20.7 INV=24.40 - •`/ la/ <INV=2 4 ` IN)=9.91 j r a T i WATER '� CB, � 1i§ � / INV(OUT)=8.9i /I( ',�� J ucicR 35LF 12"CPE :Nun10.Q; _.36LF 12'E('E / - 42LF 8"Cl J I J J I = . 0 S=0.017 S=0.01E S 002 .1 b DMH / NOT IN i RIM=28.30 / i° i DMH /� p gs / INV=25.00 ` CONTRACT / �"�.a' / we sr .� � RIM=28.30 / S+ i .^' w "zos £F INV=25.00 m HH C13 AINAGE INV=25.15 ��' M j RETAINED " ^ <,/j �5 //4 a RIM=13.75 \TT,iQ•. EE MEP PLANS FOR i ' ---- t j°V INV=10.75 - o ROOF DRAINAGE m ctis p CONTINUATION / t 4T / INV=25.15 r pg �7LF 6'CPE ( -i A tiA,c'. n /,�• fyF- " ' •. 6 CI (SEE MEP PLANS n.nm 6GG S=0.021 i i °p\ /� �• /8 z.vz/ 5=0.021 ) < 3 m /I-z..aA l FORCONTiNUATION l " g \ INV=21.7 x i eRN 6 lal-r I�r- �47 LF-8"PVC S=0.02(MIN.)SEE I 82LF 12"CPE MEP PLANS FOR % / `\, PROP / 83LF 12"CPE !xm w:ra 5=0.043 CONTINUATION / 18LF.q 2"CPE ! :FLOOR URAINS � /�` / /� �� l M1 5=0.043 INFILTRATION RELOCATE EXIST HYD i REMOVED / / SYSTEM ! S=0.015 FROM LQWER..: % � OR NEW HYD i CB / ENT3[ANCE:LEVEL R �l (FINAL LOCATION 11LF 12°CPE I' ''r AND CONFIGURATION i pp �� RIM=31.80 � �['S=0.027 - 2.5 ;,'"STC CB TO BE COORDINATEDSTC-2giM=31 39 ; RIM=31.23 Q \ INV=28.80 SEE ARCHITECTURAL, w WITH FOOTING jf C ' �l.T E,tl_,i JrAIFR ll`L /INV=2834; INV=28.23 - �� PLACEMENT) "} RIM-3 ,55 / TRENCH DRAIN l I I STRUCTURAL AND INV=28.55 J PLUMBING PLANS FOR CONNECti 10 HYD i / DRAINAGE ON STRUCTURE -RIM=15.3R(.r n INV=1'4.3. QCLIWATER SPARATdR _-- �/ 4"DI DOMESTIC 6"DI FIRE I i(ehia 7LF 12'CPE ' 7LF 12"CPE \ / SEE PLUMBING PLANS FOR PIPING + WATER SERVICE �PROTECTION R L�CATE i I RIM 14:9 10La 12"CPE SEE MEP PLANS WATER,SERVICE a P 1H dRANT ''. 10LF 12"CPE I i S=0.017 S=0.077 / DETAIL INTO WATER QUALITY UNIT ✓ „x 15LF 6"CPE INV{tC�)x1 4{7 S=0.01 '' S=0.017 s" IfiiV(OLtT:) Y2 15 \ INV(IN.OMH)=7.10 / z ION) (SEEM EP PLANS _I� �' OR CONTINUATION) PROTECT EXIST �� - :I o FOR CONTINUATIO �,a \ HYD- ELEVATION OF ELfECTRIC / I - --� - CONDUIT UNKNOWN �A CB _ _ CB �=- ._ _-� ���- IM=31.23 �`+ _ RIM=3L80 I Ib �'' / j/' INV=28,23 ' w - INV=28.80 1 G = A �' w R �n _ �b mpyy¢ ..._ . -� ; ._., �._: ,_- ._.�.. R85LF B"_�t ---{--'1r I �4 -�CONNEETINTO EXIST G 1YNm NtMC MNn'4'M .,-_ ._.__..-� -.. � rw - -�-, r- -�- - - - -_ ff/�J WATER MAIN ', 'i i i/ �'� 'th`_'I r ,y=--_ m_ .-6 ",�.- 'v 1, --`-:bc:F.l.a 2d6•"'" �_'• 3=-G- -4 .au.=y-_ - __- 1 _� 6 r : GB NH �'�.` � .� 9,m ?n •- I , � � - \ • ELEVATION OF NATURAL T I lbµ \\- ,5A R f4'3 f 1 RIM=15.70 ,xWYv�wwc.msa GAS MAIN UNKNOWN STC-1 INV=11.00 a RIM=13.05 INV(fN)=9.52 DMH(5'DIA) 29LF 6"PVC CONNECT TO EXISTING W V(OUT)=9.27 RIM=15J5 5=0.020 SEWER INV.=11.62 � / � _ , monr s,.sra a anu ,• � !R � � m)•8.3 INV(STC)=9.00 PROPOSED 2" 1 r - INV TO =12.50 ( ) NATURAL GAS AIN INV(CB)=10.70 11 rti rt^ 1 INV(OUT)=8.82 `ELEVATION OF ELECTRIC ,i R,•1 avR CONDUIT UNKNOWN y`` Q I I I 20 40 FEET REMOVED NEW PER CONDITION OF APPROVAL 2015 Approval 2018 odgif@icatsions REMOVED RELOCATED POTION OF GAS MAIN. SEE - SEE UTILITY RELOCATION PLANS PLANS PREPARIED BY NECE FOR DETAIL PREPARED BY NECE FOR RELOCATED SEWER MAIN INFORMATION PROPOSED ELECTRICAL CONDUIT -- SEE PLANS BY NECE FOR DETAIL SEE UTILITY RELOCATION PLANS BY -------- NECE FOR WATER MAIN INFORMATION PROPOSED ROPOSED TRAFFIC- SIGNAL IN BY ITHERS MINIMUM GOVtR=21-I S ARM AND EXIST VAULT CONTROL PAD LOCATIONS RIM=24.00(FX) ( ) INV(IN)=3.34(EX) EXIST SMH ' INV(IN)=3.66(EX) RIM=23.50 EX INV(OUT)=3.34 INV(IN)=3.82 1 INV OUT 3.81 ----.______�____L i3 _`�- - 1 EXIST SMH REM-24.20 EX NV OUT-3.67 V _ - L g5 �` I' TRANSFORNdER PAD D p 8 I _ter` t '; 4' VC L` PVC CLEANOUT U TO GRADE // t7 �� 8" DOM ('I 5 l PROPOSED TRANSFORMER INV.=19.93 � � p (> 6 FP- / PAD LOCATION 1 / � 8"PVC 5=0,02(MIN. � ��;`4' DOM � � // 6"(MIN)CI S=002 CONNECT INTO EXISTING ' _ I; ROOF DRAINAGE CONNECT TO- CB / ROOF DRAINAGE SEWER STUB I ': / / CONNECT TO INV=10:A2 8"CL' WER RiM=13 79 / NV TBD COST STUB q INV=17.60 I _ /// 6i FP, : RETAINED 8"CI tSEE -. I 0 INV=10.79 t 6"(MIN.) CPE S=0.o2. 1 CONNECT TO - MEP PLANS4' DOM _, $";PVC SEWE ( FOR CONTINCONNECT TO EXISTING INV=17 60 (SEE MEP PLANS STUB �"1- t� INV'=2.90- - �. FOR CONTINUATION) 20 �1 (SEE MEP PLANS g CI FOR CONTINUATION) GREASE TRAP p ( I _CONNECT ELECTRIC CONDtUIT S 0 O 6' 0 REMOVED '`-- PROP. AREA DRAIN ( ' I TO EXIST EMH INV(IN)=8.33 CONTINUATION) - RIM=14 00 (SEE MEP PLANS FOR S=D 020 i RIM=2L20 I I: _ n ! J l INV(OUT)=8 OS a GB -�- / 7F INV.=19.35 I, Ij I �.__.__- j - RIM=13.45 --------------------------------------` �/ p _ 5 INV-104 - ROOF DRAINAGE:,, _ CIT DMH IiJV=1o.4a" 13LF 6"CPE � � "' s s s RIM=14 05. // I TRENCH DRAIN ` -� ciT DM RIM=22.35 ' I OIL/WATER - `° C H :11LF 12"CPE SEPERATOR I _o.-- INV=21.3 o RIM=14.00 r'_. I � RIM=14.00 V=20.7- INV=2 40 N ,,\ � CB 1 INV INV(IN)=9.91 _35 12"CPF `" RIM i 4,00 O /,/� "! INV(OUT)=8.91 S= .017 '`,, 1NV 7Q.50 /.. -3GLF 12"ODE / 42LF 8"CI -- jS=0.020 DMH / NOT IN d t w I DMH i RIM=28.30 0 �+ q INV=25.00 i' CONTRACT RIM 28.30 ICI ROOF L°�I ' ` INV=25.00 f j i P� / \ SEE MEP PLANS FOR i / / i - - CB ( o I DRAINAGE INV-25.15 _ i ( i +� ( RIM=13.75 [o. I ti, \ CONTINUATION �� ROOF '` ; j ROOF DRAINAGE INV=10.75 I01 I 7LF 6"CPE ) - ` i - / INV=25.15 ICI /. � - f DRAIN AG c 6"GI (SEE MEP PLANS f \ \ s-o.pz1 Nv-10 e$ r _ I \\ � ` .. / 5'0.021 FOR CONTINUATION) {01 INV=21.7 i 19LF 6 CPE IROP _ MEP PL(MIIS)SEE FOR47 LF-$'PVC12 CPE 5-0,043 CONTINUATION 18F 1t5CPE O f 8=0-043 CPE RELOCATE EXIST HYD ' F400R DRAINS t i 5=0.043 INFILTRATION I - OR NEW HYD = 1 FROhA::LOVVER. / / SYSTEM _CB r 11LF 12"CPE ENTRANCE LEVEL' ; / 6 (FINAL LOCATION STC-2 RIM=31.80 A I NV-12.5 ! / CB AND CONFIGURATION �" \ lNV=28.80 / SEE 1 S=0.027 1.j I STC i TO BE COORDINATED RIM=31.60 _ �_' (. RkM=31.39 WITH FOOTING PLUMBING PLANS FOR ' CUT EXIST WATER DINE, INV=28.3a tNly=28.23 PLACEMENT) NV=28.55 `CG \ / �f' CONNECT TO}HYD o TRENCH DRAIN DRAINAGE ON STRUCTURE RIM=15.3 � ' f - -- 7LF 12"CPE �� 7LF 12"CPE NV=14.3 OIf_/WATER.SEPARATOR cs SEE PLUMBING PLANS FOR PIPING 4"DI DOMESTIC 6"DI FIRE S-0.017 ' R{M 14 / + RELOCATE S=0.017 DETAIL INTO WATER QUALITY UNIT _ 10LF 12"CPE 1 j WATER SERVICE PROTECTION\ _15LF 6"CPE, 1NV(EN) iZ.4t7 = HYDRANT S=0.12 VV(OLT)-12 15 ---INV(IN.DMH)=7.10 S 0.017 S OA17 CPE (C E MEE PLANS_ WATER SERVICE PROTECT EXIST ' :,:: / - FOR N) (SEE MEP PLANS HY T G I I I 1 OR CDNTINUATIO OF ELECTRIC CB CONDUIT UNKNOWN HYD � I F CB __ r RIM=31,80 j ---- /� 1(�1 ---o � 116LF 18°CPE �. - WV=28.23 w.:.. _ 85 -- � LF 8 CI 31.23 INV=28.80 w w �42LF$" - „���a � _ .CONNECT INTO EXIST RELOCATE-�/ - 20"EI WATER MAIN _.. HYDRANT 86LF B CI i J RIM-15 70 _ELEVATION OF NATURAL _ -------------- STC 1 � I INV-11.00 I, � � � � t' GAS MAW UNKNOWN INV(IN)=9.52 DMH(5'DIA), i 29LF "PVC_;I CONNECT TO EXISTING INV(OUT)=9.27 RIM-15.15 0,020 SEWER INV.=11.62 INV(STC)=9-00 ILPR OSED 2" NV(TD)=12.50 N URAL GAS MAIN INV(CB)=10.70 INV(OUT)=8.82 ELEVATION OF ELECTRIC CONDUIT UNKNOWN 20 40 FEET REMO VED REMOVED REMOVED REMOVED RELOCATED POF2TION OE GAS MA . SEE SEE UTILITY RELOCATIO PLANS PLANS PREPARED BY NECE FOR TAIL PREPARED BY NECE FO RELOCATED SEWER MAIN INFORMATICI I PR OSED ELECTRICAL CONDUIT ----- SEE AN S BY NECE FOR DETAIL SEE UTILITY RELOCATION PLANS BY NECE FOR WATER MAIN INFORMATION PROPOSED GAS MAIN BY O mlNlmuM COvtK OTHERS f ua ---� =2 rl =• _ �- _" ___ a s 4.00 r PROPOSED .TRAFFIC SIGNAL MAST ARM AND _ TROL PAD LOCATIONS _. _..- EXIST VAULT RtM 24.00 EX-\ ' -EXIST SMHINV IN-3.34 EX __ ____.._.,......-,.. ttJ=7t6 9240(8C4g1 INV(IN)=3.66(EX) RIM=23.50(EX) ? { ss r s..44 n i INV(OUT)=3.34 INV(IN)=3.82 N:a INV(OUT)=3.81 Llj u f 3 1 \�a aRzzz7• l_- ----�_ EXIST SMH. RIM=24.20(EX) \ \ y 1, _, \-,__RELOCATED' f" INV(OUTj-3.67 t,; 1, .�t1 •... TRANSFORMER PAD vC,0 8 .. /// *.: r+°'f PVC CLEANOUT -- /j s I r 4 I � : / Rol \ 8^ DOM TO GRADE i' S .FP /U = PROPOSED TRANSFORMER-� I ( / r� INV.=19.93 6 (MIN)CIS 0 2 4 DIIM:' / f fi CONNECT TO 0 _ s^ PAD LOCATION \ // r -INV=TBD g'PVC S=O.O2(MIN.) Y �// " iEISTSTUB ROOF DRAINAGE, CONNECT TO = s C - ' ` CONNECT INTO EXISTING ;RIM= .79� G{ c• INV-1042 8"CI-SEWER ROOF DRAINAGE 1 - / `., - a / 8^CI (SEE MEP-PLANS 1NV=5.50 IN SEWER STUB INV=17.6D I, 1 ! /// ( � ry 1 FOR CONTINUA 6' FP - S=0.020 IO ) II C GONNECT DRAINAGE -- �7f 6"(MIN.) CPE S=0.02. r $'..1?VC SEWER _ ROOF i � ( GUN7. N 8 CI SEE ^ ' 4' DOM ,=� I RCONTINUATION INv 17.60 �� CONNECT TO EXISTING ;, - �!! 11 SEE MEP PLANS ) 5=0.020 ad. STUB I _ ..'. ,:; j �\ ., FOR CONTINUATION) = 6"CY 3 GREASE_ SEE MEP PLANS oOR 5=0.020 ! _ - '" CONNECT ELECTRIC CONDUIT RIM 14.00 ( CONTINUATION) ti. .. - _ I INV IN=8.33 .,__.. PROP. AREA DRAIN I�-_-� ' TO EXIST EMH � ��� .w„, � ( ) RIM=21.20 INV.=19.35 INV(OUT)808 I( 1 sr.N r� m q ( - _]o � 1y�01 ®NIUt CIT ...::: -::. m t q,y�,... � / : : r ps O s s s! .. �. 4 i I� RIM=4ras 7 ,:17QOF fpRAtNAGE_:/y �.;. ,: � !I � I� j t ._.,, ,l ...,.. li I �_J - � o +re.oa � I TRENCH DRAIN f�;: �_ OILlWATER s�---- ., �,� � i � � u_-_-,--' CIT DMH: RIM=22.35 - SEPERATOR (�-- Q_. RIM=14.00Irta( '- j RIM=14.00 INV=21.3 S oio20 I �? ICJI ` 4,1 � . . ' - INV(IN)=9,91 i _ / c ) lal � ! INV=20.7-\ INV-24.40 IN - - Tee GB� { s �tNV 2 V OUT 891 1 ICI ¢I i4 .: O I � r Jl =: ': _ �ssar U 36LF 12",, E sn. 42LF 8"CI ©I p s-o.op7 ~ / S=0.017 , ,_. / S=0.020 o t � RkM-r14OO �1 35LF 12"CPE` 1NV'1.F1 50 r - / ICI � NOT IN � DMH DMH RIM=28.30 ' CONTRACT ioneG 1 INV=25.00 r' RIM=28.30 r INV=25.00 CB % DRAINAGE INV=25.15 ti r4 r RIM=13-75 I a:I /\ (SEE MEP PLANS FOR / -- {+.` 7 / ROOF DRAINAGE INv=10.75 INV=25.15 CONTINUATION f ROOf v 7 X gg i I' i " 6"CI (SEE MEP PLANS I�I u".a eiN 8 7LF 6'CPE DRAINAGE / S=0.021 0 \ 5-0.021 ii INV: O 88 I rr "' f e /� j FOR CONTINUATION) INV=21.7 r ;., _,;. :.. , .:: _ `�. .as�'3x.•,.,. / J fJ ~✓'�`' �.�'.. *cu�� -+ 1$LF$':CPE is \-47 LF-8°PVC S=0.02(MIN.)SEE z, 82LF 12 CPE MEP PLANS FOR i 4� 83LF 12"CPE <£ PROP itt S: 7 �``/'+ INFILTRATION { v' 5=0.043 CONTINUATION 1 1 P O r' ,�. �` rs r,C' S=0.043 r SLF 2 C E F OOR DRAiN.S' i f-- :. gf/ „c d. SYSTEM RELOCATE EXIST HYD r 'S=0.015 FROIdE;;L'OWE-R � � ~� � (FINAL LOCATION �x•� � I �0' OR NEW HYD CB - 11LF 12"CPE ',i�l E1it..R.ANCE LEVEL -{... I %f/ ff � `�, � AND CONFIGURATION (NV 12:5 j J STC CB TO BE COORDINATED i fi " RIM=31.80 S=0.027 RIM-31.23 WITH FOOTING STC-2 ' . - f' I _ NV=28.8d i SEE ARGHITECTURAL, l / RNV=31.39 a,. f - � i RIM=31.66� .-- , CUT E)0ST,WATER-:LfNE - �z 28.34 IVV=28.23 (, PLACEMENT) I , STRUCTURAL AND b+ INV=28.55 r® r CONNECT TO I1YD j { r DRAINAP,UMGE ON STRUCTURE. 7 RIING PLANS FOR MN153CH DRAIN .. �' - i'' WA"TIr.' P.ARAT:OR' I" r I I I 1 �. / �. F r l .r? -JNV=14.3 ...;Q.I-j .�:.r,.+L. E r" 4"DI DOMESTIC 6"©i FIRE { R L40CATE 7LF 12 CPE :! f 7L t2 CPE \� SEE.PLUMBING PLANSFORPIPING J.' ':'RIM=149 :�;: .., �. WATER SERVICE PROTECTION .I. 5=0.017 5=0.017 i DETAIL INTO WATER QUALITY UNIT \ f 15LF 6"CPE 1 10T �"CPE � „ 10LF 12 CPE (SEE MEP PLANS WATER,SERVICE i H - 1NV(fN) 140 S0.017 -- 'S=0.12' thfV(OUT) 14,.k5 .-INV(IN.DMH)=7.10 r`>f 5=0.017 FOR CONTINUATION) (SEE ME'P PLANS ` PROTECT EXIST was NUh HYU �! ' �- a FOR CONTINUATIO ELEVATION OF ELECTRIC f CONDUIT UNKNOWN CB - _ _w r 4 + �I! s.; IM= 3 g....... .. i i sz L 31.2 ..._._ 2CB RIM=31. 0 INV=28. INV=28.80 1161E 18 CPE = r •' �`+�___._`"""" a I .),. .� -CONNECT INTO EXIST CYr." ss,:ma�. ti .«rw" � --_.. ;.N�.�`' � -� � .-# .�Q�aI4VATERMAIN � i ~�' , � --- .��- �--•��.-,, �k--�-----�__�--sue ,�+ � { _-��'F�- �r�,a"".•"'=----,n`- �+ a cn.r_;w a't m---�.:4"a .-._ .............. yy' 3f arcdbee.%.iR II l & i ICs I RIM=15.70 `` 7 ,nso b ew v - ELEVATION OF NATURAL ` o. � _. {,=.a '- � `I N""`• � � f I �:){ .--�'wa: .`STC-1...� INV=11.00 .. i 6 ..: sc, ptzs rs ''\E ttu)a.e GAS MAIN UNKNOWNg�. s tt BEY '. E _ R.d'v7 ` '�„ x� a -. ..,_._. RIM=13.05' r,snot azorewa, INV(IN)=9.52 DMH(5'DIA) 29LF 6"PVC CONNECT TO EXISTING INV(OUT)=9.27 RIM=15.15 S=0.020 SEWER IfJV.=11.62 k K -s INV(STC)=9.00 1-PROPOSED 2" \ ! � INV(TD)=12.50 NATURAL GAS MAIN INV(C8)=10.70 INV OUT=8.82 { ) ELEVATION OF ELECTRIC a•,..ns CONDUIT UNKNOWN t 1 ( FEET NEW PUSH-BUTTON ACTIVATED RECTANGULAR RAPID FLASHING BEACON (RRFB) BY OTHERS REMOVE EXISTING TREES-`- BY OTHERS A W11-2 BY OTHERS RELOCATE EXISTING PUBLIC PARKING - RIGHT LANE MUST PUSH BUTTON ACTIVATED RECTANGULAR RAPID FLASHING BEACON -" PROP 10'WIDE map TURN RIGHT" SIGN n BY OTHERS (RRFB)-BOTH DIRECTIONS ON SINGLE POLE CROSSWALK BY OTHERS f REM EXIST CURB BY OTHERS 2015 Approval 2018 odi ications BY OTHERS /� PROP 10'WIDE Al C�'�� as iM I vfl� EET W11-2 s. / O 8Y OTHERS CROSSWALK ASHINGTO y .k W +7 V WIDTH) W16-7P (PUBLIC- TRPED - -- T`I i �� BY OTHERS Z' W11-2 co - --- " BY OTHERS PROP SO'WIDE .>,- Wi i-2 W16-7P CROSSWALK -_-- T:, PROP CURB BY OTHERS ~ BY OTHERS (TYP) BY OTHERS w PUSH BUTTON ACTIVATED-"-` n � _u. >_.., SYL __--RECTANGULAR RAPID g W16-7P _ _ -: BY OTHERS FLASHING BEACON ---- PROP METERED S�jiJLL PROP METERED (RRFB) BY OTHER STOP R1-1 G� PARKING SPACES PROP 10'WIDE gWLL PARKING SPACES BY OTHERS �_ (6'x20') CROSSWAL62P=-�'�' PROP 10'WIDE .. CROSSWALK eCacti. SW EL -> LID — 1 d�3-"''A, i, - _F. CW _.. T _ SL IJ 01, SL mesas x.:s Nt eL)f-�`I E P L MID� �C1' si I � Li Li PROP -..-"..�"- // . _3. CROSSWALK F_ n a r s C`r ', PROP PARKING ( (TYP) -� METER PARKING ., I VG�r c k , METER (TYP) it \\ TYP a �i V a. Pt_ II �PROP ARKINGESPA�S - np 1 11 bh. PROP SIDEWALK � � V G LEFT LANE �` _ �% i f/ l }�� II FOR NEW SEAlK AREA � Il � 1 w11—z C" ,_. i t MULTI-STORY TURN EFT ��y ; p o _ M ` D I FY TO REMA I N �,f MIXED 9 Wi6-7P d R3-7L --_ • j 011 PROP 10,WIDE `---�-�: CROSSWALK RESERVED g i 74`a2 PARKING JJ/ co f �------ co ..._ f \\ DELETE APPROVED �,� ', ;! w„-2 O ,/� ;�1116-7P - ` -� ,F \�V 11 U ' �` W16-7P `-PROP CROSSWALK r w11-2 NOT IN � � W11—z � � ./�i�1 f , l '; .. CURB CIUT i ii\ 1'� i.>_..�_ AE 1 i \ 1 CONTRACT W16 P / �� l W16'7P �. '' �� �. ® / MULTI-STOIRY \ \ f f v- I'� / \ /��/ ��/ PROP METERED C� w USE ,`.,,� �1i�. PARKING SPACES �„� r rr CLOSE EXISTING ( �` \ ( ) CURB CUT `_ �V O 6'x20' rr^^ vJ c M �R '�' \ \. UMI MIXED V a k RIGHT LANE PROP'f0'WdD USE l CROSSWALKRIGHT LANE MUST 1 ^ TURNRIGHT ! ! 0P LO I hL' MUST RELOCATE \3V\ t ERADICATE EXIST PARKING STRIPE CURB CUT R3-7R 1 O l TO REFLECT REMOVING 0 1 EXIST SPACE ,_ W11-2 MODIFY FROM LOADING TO PARKING J SEE ARCHITECTURAL \�\ /[ W16-7P STRUCTURAL AND LANDSCAPE A V> ® W rr `'"ti +\\� � A ` i : Cn PLANS FOR LAYOUT AND l : REPLACE EXIST.DOUBLE HEAD PARKING 1 MATERIALS ON STRUCTCRE. r METER WITH SING HEAD PARKING METER r' ' �` G,I�� � �� :ate _ s- .. S70P ------ —a�---- --- __� _� DELETE APPROVED -- _ — R, , - �. •_ �� 3 _. n .,, '� i � (PUBLIC-30'WIDE). C7YC1_ PROP ID'WIDE ._...._._ ....�._,��-.�._....__._...t-.__ F swEL �, _ - - -�- -� G -3 �- t�OD E STREET COURT OSSW�ALK' REPLACE EXIST DOUBLE HEAD MODIFY TO REMAIN I—= PARKING METER WITH SINGLE HEAD --.. � t_t � T:...._ - _� ^_ � � �. I , PARK NO METER � v-xr -..r. € RM / - CW � I � � � R1 1 STiQP R1 1 S OP ONE WAY '"'t0 ,��+•* wa. I i - ONE WAY R6-1 (PBS) i I I R6R6 i W11--z 1 Wl l-2 c _ aen m arair, F, .I / W11-2 I I w W11-2 , PRO 10' IDE 4 W16 7P ARI' W16-7P h I v I I W1647 §, CR SS ALK ,� j Ae W16-7P II � I � 93 TRPED 77, Ba Trees Added 12018 Modification Large Public StreetTrees + 12 Medium to Large Interior Private Trees +9 Small Interior Ornamental Trees +9 2015 Approved Plan Large Public StreetTrees (17) Small Interior Ornamental Trees (14) Net Difference my FACADE COW-FOLWATION my WNCK FACADE � ,,IOnCONQ K= SCALE / O 51 10, 29 I I I I I I I I I I 1 . I 11, . I� .11�,I�,, .1 � � . - I - I . . . I """. I �I ..1.a- �,::I I I - 11_11- 11 � . � I I 1. I I I I I I . . I I I . . . I I � .1 I ; I I 11 i � . I � . . I . I I � �� I � . � ., I f I I � I .. I - � I � ; . , � I I I I - - I , I . I 1.. I . I . I I I I . I I I , . I -," ., I . I 11 1 I - . - I I I. I I�I. � . . . ,� I . - .:p,. I . �. " � I I . . I I I - " - : , I I I I I .I I . � . I � � . I � I � . I I I � � � I I , i, ,� � .1 � ,. 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I � - I � I I . 7. . I . - ., - � .I I -I * - . I I. I I . w� I.I I . � � � - I . 11 . �,., ", : - : 1. . I I I � . I I I�� I . . I � I . I I I I I I . I � I _-,_ I I I . I I . . ." e ':"_.1�-1. . I . � I. I I � I . � I, . ._I I . I I I I I I I , I , I -, I I . �1, I I . � I . I� . I � . � I . I-,,;, , . , ,- I I -, �. I - � I . ,.I I I I I .� , . I� � . . I 1. � . I 11 � I . ,I I . 11. . I . I I r I, I . I -1 I I I � I . . ,� , , I � I I I .1 I . I i I��� I I � I I � I . I I I ,I I, I .I I I I . � I I I - . I � . a � I . I ' � I I � I , ,-",:, � I .I . .I I . � I � I I � I I I � I I . I I � I I I I I � I . I I I I A I I � I. I I � I I I � I.I I I . � - I I I . I � I � I I � I I � . � I I . I � I I I .I� I I i I I . I � I � I � I . ,� I I 7 I � I I I- _. GENERAL NOTES I I . 1, I . " " . I I I � . . 11 . , I I I I I . � � 1� "il �. �, I I - _ I � . ' '. I _ 11- � . I � I I I � I 11 I I I V, � I � � I . I I I 1_� SEQUENCE OF MAJOR ACTIVITIES , . . .1 � I � I I � I I I . � .. I I , � I - 11 . � I I � . � � � � I I . - I ::��kl I � . .. � . � � . I . - - - . . � . 1. � . I . _�,:j � I - . I 1. - . � I I . I � . . I I I - � - " � � . . I . . .1 ..", I I 11 I I . I I I I ''. I I �k ,I 1. � I � I I I . I I � � . . . I I .1 � - I r , I � I . 1 . . I � .1 , . �. I I I � . . 1� I - I I . - 1-1 - I I . . I . . - I - I . . I I I 3111 - �, �_o , I I - I I . I 1 7_____� 6" 1 =1�!!� r a I - I I I :. ,,��'� ,� 1. , INSTALL ANY EROSION AND SEDIMENT CONTROLS; ERECT CONSTRUCTION ENT NICE AND FENCING.� � � I , � !;!!�' I . I I : � I I , RA � I __�_ , I . I I I i I T- �, � 1. UTILITIES IDENTIFIED AS ABANDONED WERE CUT AND CAPPED AT THE APPROXIMATE I , , ..,':%� I . . I—_ 1 . I I . �. - I . . 1. I I . � 1 I � I . I I -1 -, __ � 11 I � I. , I "*17�' I , i I ,� I I . I . ,�.. 11 112. CUT AND CAP ALL INDICATED UTILITY LINES AT MAINS. ,�, I . I I I I , �., . I I �. - I I I . 11 I I I I � I I 1, . I _�_� � I .1, _,� I , 11111;:���� ____�_ � I I 1, I -I � I � I . I I � � . LOCATIONS SHOWN. REMAINING ELEMENTS OF UTILITIES THAT WERE PREVIOUSLY ." I ,�-'. 1 . I ! _ _1 . . I ' 'I " . . I I I 1 . � , � � 11 �1 .�. . 11 , � - ., .,�' '!;V , I I - .11 - � . I � ' �'. � 2 . 11 . I I * .., 3. CONSTRUCT NEW BUILDINGAND INTEGRATED PARKING FACILITY;CONSTRUCT ANY NEW UTILITIES REQUIRED IN �I I . I I .. I . � ,� I 11 . � . __� I � . .,. I - ,. .- I � I� I� - I . _.- - � � I I I . . I 1, . � 1. .ABANDONED WITHIN THE LIMITS OF THE PROPOSED BUILDING ARE TO BE REMOVED UNDER "-,i I . / I I .. . I I . .1 ,�, I � a. . . I 11 I 1 , � I " I - . : � I ,� �, I I I . I I . �', I i . � . - I � i, I � I I I I I I \ I . , � I � 1_ .. I � I ___,__�� , : I .-, I . I I � . I I I I I . � I I . I I I I , � , , I , I I I I � I . I � I I 11 ,. I I . I 14, . .1-1 ;1 I - . � _ �..�, � � I I I I I I I 11 � � I THIS CONTRACT.' . , . . I I . - I I . I I t STREET. � - I I I � I 11 11 . . ..� .� : , . 1. I �. �, � I I I � - I 11 I I...��,,,. �. - _____� 11, . . \,��In . � , I - � � . - � � I I I . I I I I 1. . I 1 . . � . DSCA I PED AREAS. . � I 11 . �11 � . I I I I I . I I ��� I .,.,.,%,,, � � I �, '''' . .''- I \ -,I ... . 40, " . I . . . I � . I I _� .1 _____L I NORTH . . .- I .�, I . I � I I . 11 I I , ; 4 1 1 � � I . I I � � . I I �, I I I . . � . - � . I I I- I I � � I I I .....��� � . .11 \ � I , ;I -, ,-, . - � I . , � � I . � . I I � I I � . , . I ' - I I � ....................., � . I . \ . , I . I I . I 1. . I . I � . � . I I .. 1 . . I - 11 '� . � I I I I . I . . � I ,- : , , � I 1 2 � 1 1 5. REMOVE EROSION CONTROLS AFTER LANDSCAPED AREAS'HAVE PERMANENTLY STABILIZED. � I ,� I I I I I -1 I \ , I � . \ . .:1 '�",,,Z -, I � I I �. � - ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORM TO THE CITY OF SALEM, �, I I I I I I - I I I I I I �. I � I . I 1: �, , , I . I I . I I .11 I I I , I I I ; I 11 - - I 11 I I I I I I . I I 11 .11 � I I � . 111, 11�1 � I , I . � I I � I I' ll. I � 1. I I I 1 \ . I I � I 140 -, � : . I I I I I I . - I I ! @I %, , . ' DEPT.OF PUBLIC WORKS AND ANY OTHER AGENCY WITH AUTHORITY IN THIS AREA. � . ' I I I� I I I I I I i� I I I � I I . 11 11 1 , .:I �� . I I .1 � I � I \ , - � .. 06 1�1 � � I I .,. I ,� p 13 -.1 . I - I � .� ' OFF SITE VEHICLE ANTI-TRACKING - ' � ' I I I . I I . I I � I I � I � X � I -, 1�_ , , . . - , . I : ., - I "I I " � I - � � 1 . 1 . I I � - I ; I . I .� �. � I ul . I . � I .- . 1 . I I - \ I I I 1��,',J� -, . I I 1 . � . . I _ I I .. -1 � -i � .� . 1 I I �. I - I I � � 1- 1 I . . �. I I I z . .. .. � I I I . I �, . . I �� 1� I . . I I I � I I � � 11 I I ., I I " I I I . . I - .. . \ I I , ;.�o -, -_ , . "� I � I - . I L ,' . I I � -\- I \ � : . I I ___________��� . . . � � I _j � � 'A, ., ::::!::� I - I I I . I I I I . . - I 1, I "I . I . � i I�rl 0 � .- , r �, 3. CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION.NO CONSTRUCTION DEBRIS � ; " STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL POINTS OF EGRESS. , , - ,� '' I I'll � _j . I I I I I I EFET \ \ . I , :,-,� � � I'll , � I El � I . �� . .1 1: . � FROM THE SITE AND MAINTAINED FOR THE DURATION OF CONSTRUCTION. , . I I I�I I ; I I I . I . I I � I '. �.. 1," I I H ''s L � I I �z i . - I �", � - I I I . )N sTR , , \ I I ".. I I : .. N\1/4/, � L I I I I � I SHALL BE ALLOWED TO ACCUMULATE WITHIN THE WORK SITE AND NO DIRT,GRAVEL, ETC. - - .� ' ;. . � . � I I I � - I I 0 % . - I \� . 1 � I I . I -:�, -_ . I a 3" �� . '. I I . � I . 1 INGTC . I - . 0. � I � I 111 . . I I . - I . I I � 1. (n I '' I'll . . I � I * -: I I I -OF-WAY. . - . . � I - . I I � � I W ff H OtE VVIDV) . \ I S . � - Design CAmsukants Inc- I SHALL BE ALLOWED TO ACCUMULATE ON THE PUBLIC RIGHT � v BLIC-VARI , , I I I I � I � 1� .. . � . .. I I I I I I . � I � . 0 .1 . I 11-1 - I � �� I I . I I I - I I I I � i � .. � . I I ; I � L . Q� I . I . I \ , I . I- I a 3"_ 1 1. \ I I � Swowv -QWnq-0dvwbwypw I 11. 1. .. I I . I . . I � I . I (pu I -1 I - 1� I I . 11 � . . I _,__��� I I . . . I I . � \2 , ,"'�"I , 1�1 I 0 I . � . . '. � �. I � .�RPED i �, ., vmwAd4n=m � . I 11 I ,� I I I � I � . I I . . \ L . S I I .: I �. I . a- I I I . ; ! . 4. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR`S * ; . . , . . I . I " .. I� . . � . \ \_ , I I . � I � . 1 \ *� , ''I !!I I . I . . I I . I ;w � �. I . . I � I - . lz��' '_1 I 0 1 c1cv1h :: _-�_' i ___� I ) I . . . I I 1-1 � �_ . I I I-- a - :::,.:� I . I I . OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT ,, I . 11 �. � 11 � � \ *�� I I �, (n I . - I � � I . � 1 6 . , I I :i --- '� I I I � . I I I I I I I .1 I I I I I I I I . � . " I . - . � I . .1 . I I I . I . I t I � THE CONTRACTOR'S EXPENSE. . I . I � I . � 11 1- - I 1\ ' . I I I I ''I �, I I I 1* I -- � I . . / I I I I I_. I I . � � I I I I I I �� . I I I I I - . - � I . . I I � I � 11 I �111�. �� --,- . I . a 61, 1 1 1. . � I - I . � � I I . I . I. I . .� I - I . �. ,I -I . . . I I . 1 I I ,- � I . . 11� . ZZ-1 � . -- � I � ,� . I . GASS L � ;� //, . I I 4 !i � . I I I I .I . . � I . I . I � .Z:--" I - 'vu, ed 11 . 1 5. SEE PROJECT SPECIFICATIONS IN RELATION TO EROSION CONTROL MEASURES AND . I .. .1 '. I � . � I � � �. � � ". 1-1 � __ I I -- -, 1- I I I ^ I I ) / . - I., .: I I X � . ,� I �- I - - - � I . I � . * - . 6" :::::::::: I / I I I . . . . I � I I � I I �. � . I I 11 I I � - Z�-- I I L � �v � . i � TEMPORARY UTILITIES DURING CONSTRUCTION. � � . I I I I � I I I I I'-- 11 11 ,,''. : , 11 - _ � . I ____ I � . � . I I I I I 1 �', - � . I . . � . . � . I I I � I I � I 11 . I . . 11 I�, I I � I I-__ . . I !:11 1 � I I- -- - .,= :::::;Zwlliiii:::!Illl�!ll�.�.���::::: I / � I . / . :� . � I . I I I � 1. ' � I I I - � . I � 11 - -===. ==== I . I � � . � - � � -11 � - , ! � . . � . I I . I � . . . I L . --==zz.=:_ ;__=Slz� - I . I - - - - � . I . � � I I � I .. � � I - � � I I ,. -_ - - _j_____ , /. / I -_ I - _ , � -_ . � � I I � I � - . . I I '' I . I I � - . Z�.�Z7 zz:;;;� - ____;:_�, - - - 4 - - - ,- I . - I I . I I I I � I - - . . I . ' ': . . = � 1_= - / --/- _ _ _ _ _ - __/_ _ _ ___ -_-_ - __ ;�__ -- - - , I MH � I I I � _ 6. SEE DETAIL SHEETS FOR CATCH BASIN SILT SACK AND TEMPORARY CONSTRUCTION . � I . I I I I � � I I I � I � -- - -=1 . I � � .1 � � ONOUIT � I � . I I I I I j I . . I I . �;�_ _- 7, / . I SOUTH RIVER C I . i 119, . I I I I 11 I : 1 7 � I I I I I 1� I - � / I SACK"P) ' :T9N 7V NA. PIPES - - := __:�o--I,"ll--,-,. I . � � I -L � I - I 11 � � . � . I I I �, I I . I � : .I �I . � , - -�__ ------' . � I �, ENTRANCE DETAILS. . : - I I - I I I I . "Ill, =::� .= .7=, � - I I . I- . � . I� . L I � � � I I I I 1=1=;�_� ._:::��_- TN R(W-R CONDUIT - - �=7'='=Z== 7 � - I � -1. I . . . . I � I I I - . . � . I � I � . - �, __�!N 71:,,L I I --- -====`==== - :: . . . . I . . � I I .F, � � I - . I - _� � . � . �. . I I . I � . - � , � . . I I . . � . I _ _ :__==V7- === 4= 1 1 I . I � . I , � I I ' ' I , � � - I ,I I I . . .1 I � �� I . L -- - . . . :, I __� I I � I . _ _L_ _ _ , � . . . I � I 7. SEE OPERATION AND MAINTENANCE PLAN PREPARED BY DESIGN CONSULTANTS, INC. FOR : �, ': , .. ,,,,, .�" , I� I . - �- . . I . � I I I I I . I . - I � I I - - , , ,, I _ _ _ _ __ , __ _� I � i I , � � . , . I I . . I � .1 ,� I � I I I .1. I � I ; - -_- _�_�- - ; I - - .� I � " I I I --- _ - - - - - - i I I - I I I I I I � I � - - . --- _ -_ --- -_ - i - � I - CONSTRUCTION-PHASE MAINTENANCE PROCEDURES. I I � . .I- .1 . I I . I . . . I . . I� � I I I .1 . I . � . I I � . .. I I . . I � I I ./ : I "? I I . . � . ..I � I I I I � I . I � � _'. . I I I . � � I I : I . . . I . I . I - �, . 11. 11 . - I I I I . / I HP --------7____ - . I I I I � I I . . . 11 I I I I I I I I 11 I I - I _�_��G - I � . I I � I I '' . I � I I � I I d .. . I . . 7:::1! ; =�� I . . I . I . I . I I . -...........I!: I . I I ��__�G , ,,, I I I . , I I I I � . I . . � - �- 7=== 1 1 � . � I . I 0 I . I L=-.r., I � I . , - I . I I L I � I I I L I I I 11 I. I I I I - �1 ' I . PROP SILT SACK(TYP) I I - ...., 11 . .............,� ____ I . I I I � . .� I . . ; � 1, . I � . I � I I-V . . I I � I I . -.1 � .. ' '� �_. � - 1 :1 :�-- -= . I I I I I z: =." . ' ', . I I - -----=------- � � I I I . . I . I � I I ." I � I I I I C M =��4_____ "= v=4,mwir�- --�� . � . � . . I �� � . � � I.: � � - I � I I I � � � I I � _� I - I � I V . ,.I - % I 11T , : I ,I � I .I INSTALL EROSION COM I rA I I - _- ::::::---- '(3 1 1 1 ' - � I I., I: . 1. . �_; . I I .� I I I . . I . . I �I .� � � 11 . I . I . .I . . I I ',,''''I'l, L I I � . 121 RIDWDOWW4 - 4 ", :!n�_t4,_ - -_ 1ASS - I - ____ I . I . � I I I � � . I � .9 p - I �_- - -_ I � I . - I I I I 11 � � � I � - � . I . g�IREAM - � If I � I I � � . � I I � . t I I I - I - __11 I I I . � APPLICANT: - , I I I � I I I . �� I I I . . IL I I 0 ITE FqBNETE _ � - 11 - I � I I I I I I I � I - I � I I I I I � I � I,- � - I 11 I ': I I I I 11 � I . I 1. I _W�!;__ tt�, I � I \ I . I . . 11 �L I 11, ,I I. I � I I I I 1. . I I � . I _ I '� � % ., -D I I � I w - 11 - ,I . : ' ' - I I I I ' . I 11 I . I I I I . I I� I I . I - - - . / .: -I- -'-'-'- DODGE AREA, LLIC � I � � � . 1 , � . � I . I - 1, I . I I � �1� �I � - . 0 . . - .�:____ I , I � 11 I I I . WASTE DISPOSAL' . ' I . I , � � . . I I - . 44_�_ . . . I I I I -1 ". � . � , ��. � I . - I - I I - . - .. . . i . � . I I . I . I � I I I I I I . ,�I I I � � I . N WIG I - � �I_ I � I I I . . I . . I I ... I r I I � I I I I � I I . . I I CIO - I . .. , I . I � � I I I I --- _: � all. � I I I I I . . I . I � . 11 I 11 '-' REM ABANDON I S .-- I _=Z---__� � GRASS 1-00b I I I I I . . I . . I I I I � . � 1 . I I I .1 . �. I I I ., 11 � r I - �� . k .MO CPL � I � I I,- A.WASTE MATERIALS .� I I I . .. �� I I I . 11 I . I I 1 � � : WITHIN LI FP OPO I I - I . OPECHEE CONSTRUCTION CORP. I , . . I " I I . I I . � I I � . - ___M , ' I . I I . I . ! , . - I I I . 11. I . . � I , Sn 0 (1- L I -_J I I I I 1, , I I I I . I I . _! � - I I - . I !! � I . I I . I I I � : " I I I . I I - � . I I . Z-,zz. a. I I � I I . I'. I � �. - I � . _� < . wa &. - . . BELMONT, NH 03220 1 . . I I .. . . I �. . . ;��,_ I �PS� 0 " . I - ' . . I, I� . " i t,RK, NC.P . - � o.1; I . . I . �.I I I - I I � . . 11� . I I . I I "I %-,k"), I . I . . '. - I N- . , I N 1 -527-9090 I . I . ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN SECURELY LIDDED RECEPTACLES. , 1 , r. . I . � I I I � . _ n . -__:� 603 . . I I I TE ' _ ,- , I ., 11, I _ r . - I�� I I I � � I I I _____� I 1� . 1 D I'- I C., . � I � I I I I F_ I � i I ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN A DUMPS R.," I ... I . � � I I . � 11 I - � . 1_ . I . I . I � I I � "r, .. I . - . I . 1 4 1 . I I . - � HH . � I I I I . I . � I I I . NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ON SITE.' ALL PERSONNEL WILL BE � � 1� 4 . . L 11T, 42"ABANDONED I � . I . _* . E I � 1.%.--#--- ..�I . Lp BAS� .. I . � :1 � I . I . I I I . I . I � .,- � . I I I �1� I -- I I I I I � I I � ; INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL BY THE . �''I - . I �. I I . I SEWER REMOVAL , � . . I � I % 0 wl� . OW I .1 : I . I I r , � 10 I I I I : . . I . . I � . I I I �I I , . I _ I � . I I ,�;,_,, I I I I i I 11 I I I . I I I 1: . ,,�,% .I . - . I . . I I I I 11 '� I � I . � I . I .� -11 I � � I " . I - � � � . I I %_ - . , , Mr_TSR ,j,:, I �1111 ." � - . I I I . I . - I I . i I - I � 1. , . v . % .� . � I . q �E v - I ., . . I I I . ._"�� I SUPERINTENDENT. I . I . �� I .. I I .. I I � I _SM!!_cRM � .,�%Aq N&- . . � p . ,-..,A- A - A 1'34 p �� �� -.,. . -r"-" ., ', 4^j(g�V'V't . - E � ! I . � .� 1 2 � . . � � I I I . � . - I LP BAS - � - - .;L � I...2w . I i r I I.- I I . . . _� I- - I . . �. � � I ! � . � _�' �= ".I,w�.;" , - - --..�w I i � . I . �. I a - I . I � - � % I . I . I � I . , . � I x I I 1 5��� I , .. -1 .,.,. I . I � �. . I . I., I I . . I - . r. � I I . . t , I �. I I . I. 1 � I I I :1 11 I I I . I ' � I I "I I� 11 � ;1'. r-'-HDE: I W I CABIN I - --.0 111. I I � I - - . I I . 2O`C1 WATER i . I � . � . 11, . B.,HAZARDOUS WASTE .- , I i , I I � : 1, . 11 I " I I I I ,. 11. � . X_ I I I - I REM EXIST BIT I � � I I I � 11 �- WG 0 i I � . I . '� . 11 . I I I � I � I I � � I I L . I .1, I , I. , � I 11 I . . -1 . W. - Al GHTS . � - , I L .0-1- -- I � I .�,� -� - � " I 2"PL � . I - I.. . I L., I � r 1 � . 11 - I .. I I- 11� I I . . I . .- I - ���-I 1, j 1.� - � I I.. � 1� 1, . I supp r POLE . . I I . � I. : , CONIC PAVEMENT - I . - I I � . � , I �;� CAP 0 RS u I __��i5-LG- . - I- � I -- I . - � , � % . .. ALL HAZARDOUS WASTE MATERIALS WILL BE D�ISPOSED OF IN THE MANNER SP I ECIFIED BY :7;. % -�": I 11 �I. -.I��,I I , , . ,r . � � I I 11 I Q LIJ F-- - I I I I . I :� I . .L I 'L I '1� �, G . It kw PL,-O#204 - � . % . I :I � � ."r. . . . I I . I ___� L) I t - � I I ! AND CURB L - - --NCA PAM-1-3 y , I I . "� I � ' ` I n �. L'L I I . .� . I I . I �_ - . I e a-��pq �9���G,"_�,_�G.�-�_t T -4- L I I I I I I I � , I I L LOCAL OR STATE REGULATION OR BY THE MANUFACTURER ,SITE PERSONNEL WILL BE '�.'" ' IL I L I I I I - � .1 . I . I I , L . I � I 11 I I . �� - T__!��� I I I OTHERS � I I ML � I . L, L I ., L I � I . .. � � I . _... I 1: , I . I I 0 . . " ,I I 11 "I r G`1_11_�G'.��G4"'�,�G* - L L I � . � - - . I I ___M 0 . � I - ": �I I . L . , L' L I I ==rm=zx� . I I --- EN � I L L I I . I I - I L . .11 L - . I I . I , I . L I . I . I i E . I I . .I - . I � I I � I � ,�, L INSTRUCTED IN THESE PRACTICES BY THE SUPERINTENDENT. - .I . EMA I I IT. CONC. . I I ., I I I .1, , . , I I I ,I I :�S��� I I _j I I . L � I A , . I� E I 1-11, . I , I 1 . � -%k I L - . I . I . L L' I , . ; L . I I I I � . 11 L .. I . ,� I � I� I � ?w . k . I I . . I . � I ri- L ";*, . . I I I I I I 11 ��I��1�.'ItIL., - ll ,:'' . ,�.I I I . I I � ,IV O*Zw , . .� '' I . I I� L I I I I I GG 12 , � ,� I .. 9-11 Dodge Sts III : I . L �. 'i I 1. I . 11 I I 11 I L I I . L . . � " 1. ,C. SANITARY WASTE " ' . I I L 1 .14� � ko I. , I I --- " � (N I _ '1��� . I 11 1, L �L I . . � �.I " � I I . . L I . L . I - I/L� I I I LP�BjSE 7 1 �, . . I I .� � � I I . G-r Y . L I . I . I � . ��, I - I I I � I I . . I I I �.11 , , '., . I I . vv - .. I I L. � 01_ft_N_Ar_" L I I L I I I I I � � . - I I � I , - , : - . 11� I 1 4 L I 1 I � kt2 . , : I , -� .�� . L I . I I � I . . � I I I I .I .,:I L I . . I I . I' .I I I L L � . � - � . I - 11 � -_I L- V � I I . � I ��,?, s � � I ' .L I I . I L. 11 L 0 . 1 3 1 - I . L I I . - 11 � Is I., I . I ". . I I . I I - L . I .I� L . � I . I . I. . ` I , I L . /"12� 1 % L I ��-'-.r I ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF . I L _. I , L L L L .1 -N 40 . W . . ! . �_ I I I I I I I 1 I I 11"" - . / . �� L c I I BY I -IV - I . - I ,� 21 � iq? � I . . L . .,OTHERS � _,,���N-, ""k"�,W , . I I .. I �',�L, . I I I I . �' I L I . -I . I I .. I I : ONCE PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR. '' L I � � L' I . �I L I � . . I I I . . "�,� . . . 04 L I ,1. - . . L L � . I I I � L . I- L I,I-, . I L, .I "I . I I I " .. .- I � I I %A�. I 11 ,� I .I I . I L - I . L . . 3.3e- . � . k L A* I I I L I � , . I I . . I - . I I I - . I - 1 . . . L... . - . OP SAC "P) � .. I I . . � I I L . -1 I . I . I ..,1, ". . 10 k,h�'K*r�A � I . � I I I.. . 1, . -_AS_WL-1G � I- I I I L � . .1 I I I I I :1 1. L L I � 0 . G . : I � L I �1. . . . I . . I . . � I., - I DMH � . - � . 1. I . I I . � . '�, . I .. 1. I I I � L I I I 11 ,v" - � I � L I I I., I';- I . u I I I 1�1 I �, I I -, , - R-3,78 1 . i - I I I '' I 11 � L 231 -251 - . I IL I I . I 1, . �. I L , I � IL - L I I . . L I I co . � . I I 11 1 427 NI-I... I L � I MWO .TBR . � L., R "JL88 � I ", � . I �, I I L I I I . � . I . . . . . r I. I. L � � % I L L I I I I %..%1 r_ , 11 - I .1 �I I . . . 11OUT- �. � lc . I I . I L L . DUST CONTROL ' �, . I I I L� L I I I I I � . I I I . , I I I I . .. L' , , R i _IE-_ I I L % . . I 11 I L I I,- L I I I I I I - I . . I I I � - . : " 1. . . I - \ I L I I I - I I I 1_�.I I I - I I I L W , L I � I � I . . . . . � I I . � 11 .� L I L . I . . I � . I L. L I 10 - I -I I.I I . .. I I I : I . I Mwe I . I E _I- RS � I I I I -I � , . L . - I I I .I L . . �,� I L E-- ,: � - . . . . I 11 1. I I I I I I . I L I I � I .I � . L 11 L ELEC_ I N 1;1 . . I I ., r I . . I 11 I I 1. I IL I I X I L . L� I . as t .1 L :L: L I I I I : - � I -!�, I r�,:.4' L . I I - f � I , I I" I - �, I hington ,S 41, 1 THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST THROUGHOUT THE CONSTRUCTION I , �, . I I I I . 1. *1 $0 .- I BOX I � I 11 I . SMH-5 �. 11 I I �:� "., I I I I I.. I I I .I .L I I I I � L a I I . I _Iar :, , I ,I I I -le - I I I R-20.44 p :---',� - . I . I I I I I . . T - I I I . I I �� L .� �I- � I L . L , I I �. I . - I I �� � ,,, ," I 0 . , I L I . T . . .I I I ., I I I . � j GRASS ' � . L I I � L I I '. -, . I , . , . L I I I . I I . . L I . � . �., . - I .. . . I I - I ,I L - .1 / �� I I�I - . . � . : - TE P= I F NICE L . -'**,�_ , / I - L _ 11 L� I � . I - 11 11 D L L I I . I . PERIOD.L DUST CONTROL METHODS SHALL INCLUDE, BUT NOT LIMITED TO SPRINKLING WATER ON I . L . I . -, I - 1, - I I I I 11 I I 1� I I EXPOSED AREAS,COVERING LOADED DUMP TRUCKS LEAVING THE SITE,AND TEMPORARY _ ., : �,.�, I . 1 : - 11 . f � - I . ,rv� - - L I I CONC. WALK I 1 #193- 211 WASHINGTON ST- . I . I I 1Z I . . I I . i � I �, ." I L - � I - I �j � , 'i,P. 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I J� p � L I I � I � I I I I � "I _",��, 1-11 L I L L ' I I I I . . I I I � I - I � " : 1 _7 1 1 I I G IIIIIIIIIIIIIIIIII I L I I � I . . L I � . I 11 I . I I I L I L "I I 1. � � DATE: 03.14.2018 1 1 � . I 'i . � I � . L I I I I . I I ,� L I L I I i - I I I . . I � I � L I- . I I L - I �, I . L .�I I I i I . - I I L :. I - I I � , � : � I I . I - I . L � . 11 I I I . . I !:. , 1 : .� L I . r I 1, i I I � I . . I I I . - . � L . " I . I I I I I - I I I L I 11 �- I LL . L . I I . . I . . � I I L . ,L L I I . . �, I .I , I . .1.!,� '. I �, . , I �LLJ 1. 11 I - L L !o 1-11 I %L 1. 1 I I . L I - � . I � I .- � . I I 1� . . I I - �, I I I I . I I I I L . I , 11 � I . I � LL, � . �, , ' ' '\�' ,�,�,L� � ' -L : I I -CALE: � "=20' L . I I I I . I . . � . 1. I . . . I I � .. I I � I I 11 , , , 11 , , L -� � I I I . . � L - . i _______ _____ - - ___ I 11 I . 11 I I . I z L - L � L � . - I 'it I , .� �:L I - �, 11 L . �I . . I 'L� 'L ` ,, ., �%_ I � L I L --______--- � � ---__ - _ IIIIIIIIIIIIIIIIIIIIII ---- , '. I I I � I I � I I I 1� � . r L .. I I I I I . � I I i . ... L - r I . L L I . I L L L I I -, 1� L L � I I I I L . . I . I I f I L L � . . I I I . . �, I �'� L_ _-��' � . L L I I 1 7 1 . I . . L 1 L I I I r . . L I � I I I . 11 L I I � z; � z . 11 I � I - L I I I I . ,---. - L__ L I I I I . . I � � � � . � . . I I . I . . - I . I I I . . L I . I I I `� L I I . L . I . � I L. I I . I I . I I I . L I . � . . 11� I I I L I I I . I I I . . . I I . I 1. � . I ,-" I . I . I I I I I � . � i " I � L L .� I I L I I . I :1 �I I � - I� I . - .I . .. I I I ' ' I I � I I I . . - . . - - I I , . I I . I - . I I � I GENERAL NOTES ' RET EXLS�.,.w�---•-----=�--_.--�=_---------�..�____..____-_�.__...___._. ____..__ ....._.�_w.___._.. z ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORM TO THE CITY OF SALEM, DEPT. OF PUBLIC WORKS AND ANY OTHER ` P u� AGENCY WITH AUTHORITY IN THIS AREA. Wn4 L _- - f'N NORTH __. CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. NO -- CONSTRUCTION DEBRIS SHALL BE ALLOWED TO ACCUMULATE WITHIN THE WORKSITE AND NO DIRT, GRAVEL, ETC. SHALL BE ALLOWED TO ACCUMULATE ON THE PUBLIC RIGHT-OF-WAY. t �� , �^� Design Consultants Inc. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE I sin.-Gamer-N-U CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE ' ,, j + """`'`""""" c CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S 'x I TRE L. J l� k WA BLE WIDTHI EXPENSE. ! � SHIN� ' A TYPICAL 6"CURB REVEAL SHALL BE MAINTAINED WHERE POSSIBLE. I (PUBLICVARIA THE CONTRACTOR SHALL IDENTIFY AREAS WHICH CANNOT MAINTAIN 6" OF REVEAL DUE TO EXISTING GRADES ON THE BACK OF THE SIDEWALK. THE CONTRACTOR WILL REVIEW THESE AREAS WITH THE ENGINEER MEET EXIST CEM CON S DEWALK PRIOR TO PLACEMENT OF CURB. vry�_S _....._.� � =- Wiz, �w RET EXIST A 1.5% CROSS SLOPE SHALL BE MAINTAINED ON ALL PROPOSED _-__._. �r =-= `` „` RET EXIST RAMP SIDEWALKS. TRANSITION AREAS MAY BE NECESSARY TO MEET _ -=`- --- - PEDESTRIAN SIGNAL EXISTING GRADES. �_� PROP LANDSCAPED AREA(TYP)SEE LANDSCAPE PLANS FOR PLANTING AREA TREATMENT AND GRADES. RET EXIST RET EXIST CURB RET EXIST RET EXIST PROP GRAN RET EXIST LIGHT POLE( ) HYDRANT L '-i APPLICANT: RET EXIST �1 - SIT-WALL TYP AMP DODGE AREA, LLC TRANSFORMER LIGHT POLE -o r 70 - RET EXIST RET EXIST CURB - T S 4. QI { P SAWCU c% 0 -4 PROP CEIkFOMC o _ �-1� _ ___. _ g:, y .� 4 RET EXIST O SIDE4N LIGHT POLE �. OPECHEE CONSTRUCTION CORP. PEDESTRIAN SIGNAL -^ - w `� f ._rRP I } -` - BELMONT NH 03220 m o -" w r _ RET CONIC SIDEWALK Z WG G --- - 603-527-9090 RET EXIST MAST N WG if ARMAND TRAFFIC 8"PL-yP '9 I 81.0 BOO L ' CONTROLCABINET ---` "P� LP 10 SIDEWALK AND ADA RAMPS � E[1 PROP ADA I �p Ps"��� (� 0-RET EXIST CEM CONC G �L �------s`�----�---� �' LEGEND 9.4 �� B, COMPLIANT RAMP j ` � �+ LIGHT POLE RET EXIST CURB 4,<,L' tr`fi 11 I a C SN. STREET SIGN �'"" �9 2' V • ._, - I PROP VERT FIRE HYDRANT RET EXIST ��CCONTTR'OL GRAN CURB 4� TRIAN SI ,A CABINET " °� 9-11 Dodge St. , DH.SB. o DRILL HOLE IN STONE BOUND FOUNDK T2;AP'F.LIGHTS �' "� r --w.a...,...��� �--_.. '"`... �, -�-- suPpr�RT Pa.e � ,� PROP `� G� 2" , t�D DRAIN MANHOLE s00 ® SEWER MANHOLE IST PROP PAVER SIDEWALK LANDSCAPE LIGH OLE PROP PERMEABLE PAVERS I AREA(TYP) � 217-219 8 TELECOMM. MANHOLE t SEE LANDSCAPE PLANS ® ELECTRIC MANHOLE �"�' SEE LANDSCAPE PLANS i -- PROP LANDSCAP AREA P) ' �� fI SAWCUT POP VERTU 231 -251 G+^ �G N CUR�� HANDICAP ACCESS/RAMP ' B D4 ,1 j H. `'" PROP PERMEABLE PAVERS PROP LANDSCAPED AREA(TYP) 8 2 �'� TREE MEET EXIST CEM CO SIDE LK MULTI-STORY ' ° Washington St., MIXED wv t SEE LANDSCAPE PLANS �_ } WATER VALVE (GATE) � GAS VALVE (GATE) i I 6'TRANSFORMER SC EN T E USE I f WATER SHUT-OFF F INSTALLS T IRS 6' GATE I ( " Salem, MA FF FINISHED FLOOR ELEVATION �' tz SEF,ARCHITEC RAIL P S O PROP ADA TC TOP OF CURB GRADE f" ' % COLANDIN--f-- -00 MPLIANT H PROJECT INFO RET XIST BC BOTTOM OF CURB GRADE ~� ) LIGHOLE /� _._�,-•,__��__---�w..-.,--_-.---�-----".:...'" "�"s-__--_-�.__.�._.-.....------ f ���f _.. .r.''' ��aa _ ziti wA�•�-IiNcroN s7. PRO CW CROSSWALK- INLAID PREFORMED THERMOPLASTIC ,'' \ Q, ! R c FeE PROD NDSCAPED S IP E 47•4' PER CITY OF SALEM STANDARDS ' r t ) / \ —————— ———————————— COILfiAf► ST STONE FOUNDATION \ PROP PAVER DRIVEWAY SL STOP LINE- 12" LINE „ ;{ PROP M NC �C� \ / ID ALK SEE LANDSCAPE PLANS I > f SWEL SOLID WHITE EDGE LINE-6" �` FOR MATERIALS AND 12 jl N. LAYOUT BWLL BROKEN WHITE LANE LINE-6" — (10 FT LINE, 30 FT SPACE TYP) i 1t i /M/j p� / / I— f� ® 111® ( _ f�, R 10 If..31 ( PROP RAISED CROSSWALK " n �! MPROVF �Y / 10 I 10 I AND DRIVEWAY DYCL DOUBLE YELLOW CENTER LINE-6 RET IS T SIGN L_J PROPOSED CURB k, , / / \ I 12.2 EE LANDSCAPE PLANS — = PROPOSED CURB BY OTHERS T EXIST CUR s O 1 � I , \v/ �—� F- —� r—� FOR MATERIALS AND LAYOUT 10 1 10 I 10 1 L / A x f SAWCUT I O ,' / r _ _ PROP ADA F � F 7 F —1 r—I ® COMPLIANT ,�` "r' '' RET EXIST / \ 1 0 1 1 0 1 1 0 I L�J LANDING �'`� f j / MULTI-STORY / 1 REVIEW COMMENTS 5/9/18 S� CAND ,}, / j LIGHT POL '`<Ir / , MIXED // <0 /� L—J L _J L_J PROP j REV DESCRIPTION DATE 10� � � �� 3� Z USE / PAVER SIDEWALK PROP VERT A � ' EXISTRB l �� 'A' �r RET / ^ EE LANDSCAPE PLANS GRAN CURB `` n J; / / \ MULTI-STORY I—o1 �' .. { .__ .n ., RA ING GARAG — — L J / i o I 10 I 10 I I o I i �. ,� NOF,�gss MULTI-STORY I I �p q / / \ MIXED _..,_ .� X o� ERIK S. tiG y srIL F 71 USE h:.,. I i SWANSON LoJ L ; RELOCATE EXIST �4 , PROP ADA 10 I 1 0 1 1 0 ( ( 0 I I p " No. 50316 CURB CUT"-.* � COMPLIANT / / / \ L_J L_J L_J L_J PROP CEMCONC A LANDING < O > > 3 / / SIDEWALK I r SAWCUT — — 90 r�� PROP CEM CONC, . s`""j ,'' / /�\ I 0 I I 0 I `� O_ a DRIVEWAY' r �\ < O � L_J L_J L_J L _J L_J I ^ STAMP: REPLACE EXIST I , , DOUBLE HEAD PARKING :'` \ / 5.2' W J METER WITH SINGLE \\ _ _ _ _ _ C' � i HEAD PARKING METER PROP VERT �\\ r _1 F- F- r -1 r � I ( 0- (TYP) I GRAN CURB 20'\ I 0iRIVEWAY ROP BIT C N 0 1 1 0 i 1 kR P BIT CONIC 0 I R=10' O .. MATERIALS \\ L A L—-� bR AY ACCESS L—J PROP ADA --- �- -- - - -.-. ACCESS TO \ FOR 1st LEVEL COMPLIANT RAMP \ FOR 2nd LEVEL I \ Q AND LAYOUT 3rd FLOOR \ PARKING PARKING s PROP BIT PARKING �--- --------------- ---- ------ ---- o DRIVEWAY ' /", : R=10 PLAN o � ,�� �p�1 ��•_..,,_ � I ROP LAII�SCAP�D � PROP VERT �v �Av�R :F? �a � R=5 { AREA(TYP) GRAN CURB ROP VERT \Q. , . E PROP VERT PROP FULL DEPTH GRAN CURB �; a I SHEET NAME: QQ` (PUBLIC-30'WIDE) GRAN CURB RECONSTRUCTION v u CH.,u:fc� sww ___ DODGE S TRtET COURT __ R= ' ISM J�� PROPOSED BL M -t car= =- -- — - _ — Q RETAINING WALL ` r `�°� - - __ R=5' PROS�ANSCA AREA(TYP) yy Z 3'(rXtY ROOF ELEV47,1' ROOF ELEX-360 REM EXIST gY «Fay PROP VERT "" [ PR P AD ` 3a COMPLIANT RAMP \V RET WALL GRA�"CF9RS`" CO PLIAN RAM I j y i ....�7 R=5' SHT N0: DUOGE ST. BAR & GRILL14 DR BY: DM DC R=1 ' SAWCUT iQ, R=5' CHK BY: ES r PROJ N0: 2018-005 PROP 10'�11L'L_ ;; 0 20 40 DATE: 03.14.2018 FEET SCALE: 1"=20' GENERAL NOTES \ _ _ _ N. -t�.,� __ -- 2 -2?1 1. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE ` \ \� NORTH OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE 5 �� SUBJECT PROPERTY,WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 2. THE ADJACENT ABUTTERS MUST BE NOTIFIED PRIOR TO ANY \ `\ STREET '�8.02 �.%, _ -`�" -- ` . s H� �T-r� �, ; CONSTRUCTION LOCATED ON THEIR PROPERTY. r \ WASHI W TH) \\ t - ,� f ,5 rap Design Consultants Inc. \ \ \ (p BLIC-VARIABLE �D " --- sa,-v&•�r•►-*-fv- \ \ V wwwAef-"&wM 3. ALL EXISTING STRUCTURES ON THE SUBJECT PROPERTY SHALL BE �,' �Et, DEMOLISHED,AS DEPICTED. ``. \ ,8•,;S- ^°.a 6 1 AT SERVICE BOXES ETC. 00 „ 4. CONTRACTOR SHALL ADJUST ALL GATES, S 6 .,--•-- ,,/ WITHIN ANY RECONSTRUCTION OF THE SIDEWALK AREA. yt </ M MUNICIPAL UTILITIES WATER SEWER & DRAIN ca 6 - 5. THE CITY OF SALE ARE NOT PART OF DIG-SAFE. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT _ _ - _- �- r x� "/� saur� ROVER cPNUUIT _ __ _ TMN 72 UTA. PIPES � _ 1-888-344-7233 OR 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO - -`=-'r� S0"�'R"' c ^ - ` Z.Z. (/- 1793- EXCAVATION. -- Tw,N 72-DIA.PPIPEs IT 6. SEE LANDSCAPE PLANS FOR TREATMENT AND GRADING OF THE SIDEWALK AND LANDSCAPE AREAS. TC 16.03 r G ! Comm. N 7. GRADES PROVIDED TO MEET ARCHITECT'S LAYOUT. / VAULT / I / GG I 20.41 ,ram G "5. % 157t- -•---,y _. , APPLICANT: WG \ 15.5 i `°'7` a 15•55 -� ; M DODGE AREA, LLC 8. ALL SIGNS, SIGNAL POSTS, UTILITY POLES OR ANY OTHER I G N I WG \ 7.39 / 11 \ 3 s ^ a do SIDEWALK FURNITURE SHALL HAVE A MINIMUM OF 20 INCHES �`�� ( G� G / O 18.07 19 15 9 h BLO BL OBL ^' t, OPECHEE CONSTRUCTION CORP. HORIZONTAL CLEARANCE FROM FACE OF CURB. WG ;� _ 18.87 18.28 ! 15. 5.53 BLO aCn I t�L BELMONT, NH 03220 i tiNG O 020 L BA >15.7 TC 5.55 PSN_K„ a- (DQL � 603-527-9090 9 :� I X 1 =15. B 5.05 , 2 BLO " k - FEU J 15.80 ( 5.76 "74.05 9. THE MINIMUM MOUNTING HEIGHT OF POST-MOUNTED SIGN, °' \ 20' 0 LP BAS 16.51 1 - � , 4 MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE ..,� \ 21.? - -- - �17.31Z- - - - -" - `/ - r • TOP OF THE CURB OR SIDEWALK, OR TO THE ELEVATION OF THE - / 23 20.14 i X f % '1�5 C 15. --j 0 Im NEAR EDGE OF THE TRAVEL WAY, SHALL BE 7 FEET UNLESS p 4" `�' 3 69 ' "' ' tl 4 4. C 70 Y r OTHERWISE SPECIFIED. 24"�' � 245 caNTRaL � / t WA ER uJ PEDESTRIAN ��p CA81NE7/ /21,50 / '� WG GO 74.1 x`HALPC \ f£i4l38 S N 1 73.72 10. IF EXISTING SIGNS AND/OR SIGN POSTS ARE NOT IN GOOD r _ � E � F SUPPORT POLE / // y�1 g4 / /// / �, 16 _°� __- Gp O - � G- CONDITION, CONTRACTOR SHALL REPLACE WITH NEW SIGNS AND/ a : P' -_ � /MGS / // / 44 13,99 x 2 cl cts REC. ,�, x 7 75 x,3.s+ OR SIGN POSTS (SIGN LEGENDS ARE TO BE MATCH EXACTLY THE y r / \ 24 39 ! 1 / / 14• 5 t _. �,,�- 'wct WATER ENG, 0 W G 9-11 Dodge St. , SAME AS EXISTING). r .45 / jj // O #4 �,1 ^/� ^ ,� GG , /�,..w.• I ---G 6 11. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY �s o LP B _ / j o / / DIQ x74'a B 14.0_ NGG 7 Q Q� THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE j r H�X251 it / pry/ �`ti~ �ry / / r/ TC 14.29 / =13 79 { 21 / -21 �! & CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE 1 1 l 1 / / f / BC 13.79 �n N ti CONTRACTOR'S EXPENSE. , v ( / / j j / t " ; r I It / 131 tr : � M 231 -251 ! _ 12. ELEVATIONS DEPICTED HEREON ARE ON CITY OF SALEM DATUM J /Os" G.47E / / r / / lrJ -- 7 TI- \ ,3.,,5 M , a �� _ _ M_�__.__ - Washington St._t. TC;14.19 I -154 13. ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORM wATE w t _ / ^\ ` 4.18 / a � � l___-- \ � g�f4'F4.19 w �y�. .,, -�C-r-r-r-:'ti--��-�`c`�-..�-.-rt-�-T-�-�c•�``rig'', . TO THE CITY OF SALEM, DEPT. OF PUBLIC WORKS AND ANY OTHER f vr- I ° I -M - ~ - ~\ \ \' �' § tj � Salem, MA AGENCY WITH AUTHORITY IN THIS AREA. / tl1 I I \ `` �/� \ \ / ° h i T ,y {' ' 4. - z,7 wA�rlNc��N 5 . __. �; ! RIM=114.05 mR�� raFhr`_L ROOF ELEV - ,rcK FACADE f STONE FOUNDATION PROJECT INFO 14. CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. NO ))// a J! % •11 I �\ / r M' "` � 1 ' RIi,S .3 f7, R1M-14.00 > CONSTRUCTION DEBRIS SHALL BE ALLOWED TO ACCUMULATE WITHIN a p %f 27.Qr�� 6 ?; 76.00 \ / \\ / t7 { f + THE WORKSITE AND NO DIRT, GRAVEL, ETC. SHALL BE ALLOWED TO ACCUMULATE ON THE PUBLIC RIGHT-OF-WAY. , "HATER > 1 t TC''1 2 x" '6 i d '"�a� zr. I 15. A TYPICAL 6"CURB REVEAL SHALL BE MAINTAINED WHERE POSSIBLE. � \ / / r r ® ® ' 2 � 21 THE CONTRACTOR SHALL IDENTIFY AREAS WHICH CANNOT MAINTAIN 6" M U - ` 27. 5 \ / I D I I D I BC ! OF REVEAL DUE TO EXISTING GRADES ON THE BACK OF THE SIDEWALK. v ! xl4 { Sir, R THE CONTRACTOR WILL REVIEW THESE AREAS WITH THE ENGINEER �� 1 f 32.00 ( cti PRIOR TO PLACEMENT OF CURB. � l f \ .�- f 7 � I I � i� s� TC14. .2 16. A 1.5% CROSS SLOPE SHALL BE MAINTAINED ON ALL PROPOSED / 8 4 / ^ ( 0 1 �I 0 I 1 0 1 L BC 137 SIDEWALKS. TRANSITION AREAS MAY BE NECESSARY TO MEET '� / / pro ` "rf t / / L( - j L__ J L__J 'I ; ' II EXISTING GRADES. ! / `' B 3 f / O > I �� I ' � TC14.14 yiti I f =11i� PLAN REFERENCE � �� N / 3rd FLOOR\ BC 13.61 `I „ �c�°� P h ( / PARKING LEVEL j j -I o� / �6/ I� i' x.a HH - EXISTING CONDITIONS PLAN, DODGE STREET AREA, SALEM MA y ti / ° ® a / 0 ( I D I I D PREPARED BY NORDE-EAST SURVEY FOR RCG, LLC, DATED \ r�wF` ,d - - 'ETC 29. 4 �+ \/ /O j j 040 < IL_11 L__ J j L__J 2011. 3yy v BC 28. O ,i� r?� i / �29 HIGHEST STANDARD SPECS: FFE=32.00 1 n N I - \. ` 1 r o \ .,G v�4, // j O - - t� - ` 1 �J {, I� + RIM=13.3 '" i j L 1 1 REVIEW COMMENTS 5/9/18 ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL `. f Q 0.05 9,4 / / / r -I -) L ( ., �4, I I j �~' I �� �I �i REV DESCRIPTION DATE CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF - r 29.55 j 0 � 2 F OOR 0 I 0 I -- - E ' ° �� � / i I PI � 4 I I / 1 � I SALEM, DEPARTMENT OF PUBLIC WORKS, THE AMERICAN'S WITH , G �, .� i. L_J 1 FjA I LEVEL L-J 1 L _J / I DISABILITIES ACT ARCHITECTURAL ACCESS BOARD AND ANY 30.05 " 32.00 s� / / p - w.�a L, 71 OTHER AGENCY WITH AUTHORITY IN THE AREA. �/� 2�J.7�' 1 < O / _ ( I - _ r W 30.1 / / -I (� -1 r p_-�,' I-�-1 LOWEST / �' i D I ( I I 0 I 1 0 I 1 0 I I FFE=15.25 'o H OF4S`�"! 29. 3081 `' � // v /O� f � _� ( L-_� L-_� L-_- � as O 1% ERIK S. s < 1 1 SWANSON , .3 X 30.16 �`�o // v/ _ _ I 1 _ + _ 1 FLOOR �o� N 0 0 •It CIVIL VP RIM=31.39' :`0.23 1 No. 50316 _ -1 r1 r r Phi►R G LEVEL LJ m 0 / /� 1 0 I I 0 I I 1 110 1 I 0 I DAPa X. EL.=14.00 1 f , �, RIM 1.23 < < O > L_J L_J I L J L_ ! L_J ¢I a D LEGEND T¢31.79 �. \ /_./l t 4 11 -^� W r LIGHT POLE '` C 31.29 r,' �`" �•. \� ( p � ``�I rz--� TC 14. O SN. v STREET SIGN (MATCH EXIST) . . �y' \ ( , // `�\ I I L BC 13. FIRE HYDRANT .; _ RIM -31.23 - DH.SB. o DRILL HOLE IN STONE BOUND FOUND ! y r -1 r ( r � 7.92 r r 15.79 I I D i I D I I D I I x r TIC 1 5 D I I D 1 x f&.73 x,5,,s OD DRAIN MANHOLE ! ,, 32 A� ( ` 1 BC 1 . a __ t: ar hiX2 ® SEWER MANHOLE �� 4 L _J L_J I x ti 23 _J L _J 1 L_J , U sww L.P0L.. h p I I \ TELE OMM. MANHOLE '� / :' 32.6�, , 1.9 14.93 O C 27.7E ® ELECTRIC MANHOLE �tv � � � r ~3�^, 31.70 \ \` x�2- \ --23:00----- ------ -- I ----.x,7_7s / � I ---- - 03�c. - W S \ HANDICAP ACCESS/RAMP %' \ _ SITE `� 14.87 1 .8 TC 1 8 a�. 10 TREE �'^ 'Q� \ \ x vvV7 27.70 1 WATER VALVE (GATE) `J P. - �`��,~ �sa� \ \ I x �/ (/ x x �� w w w IN w w TC 15 15 cv U / \ \ 2.50 N 4 x N 15.98 s GRADING GAS VALVE (GATE) .� ( ry a ` "� �'/ 6' e" As� c wA W w BC 14.65 1 .50 0 `. �2 \ ( l 1 N as T N G -G RC G G BC 15.48 'y 14. ^ `C 14 j ' WATER SHUT-OFF QJ ;a ! a STORY RPT?auiu rc x i. 2 T �� ' T BY Br^,1CR FACRC?E �7!VC.FCtiNOATiCSN T , T T T T T T T T T T T T---__--T T y.. TO PLAN ,/ ,CRD.Rm G�.� 4 wnTER LINe�_'--W --•w --t - PROPOSED CURBING ,rr _Pvc W pro „em s w +. .FrE 23.7, '• '22.94 N S --�._-S S -- S --5 "P C _ 60 _ _ = PROPOSED CURBING BY OTHERS P rf . ,' % 38.66 x -x 6"Pvc" T G G ____G_ _ -�� 4 63G _ .._. �: 20s Pv s +21.50 PROPOSED SPOT GRADE ELEVATION x 27.07 ,s.a2 x � ti E _ T._- r Ws"cl WATER -25- PROPOSED GRADE CONTOUR / e�nrR _. :� , r 14` + 4.33 SHEET NAME: 1 ' \ I LI6,g0'W DE) I ROOF 8XV-47.1' C 15.Op I I� FF FINISHED FLOOR ELEVATION �'1°2 i ROOF MrVv 3a.a' a ® v�J 1 - ------- - i° ' ay 2 STOICK RACAoe I� ( a ( I^i 14 I { 3 ( f 14.27 TC TOP OF CURB GRADEBLOCK ~ 1 STORY CONC. 1 17.a BC BOTTOM OF CURB GRADE f x x ,5.5 r f ` ,E. N ' x 1i4.62 r I I aQQ `r i v x2,.59 per \ ` 16.61 16.41 16.01 15.85 15.67 15.h� 15.J} `1�.r4 114{.F7 � � ,~ g dl �, 14.22 TW TOP OF WALL GRADE J x 21.12 DODGE S [,Ak �ti ._;, 14.25 � f� �� x 35,29 2a.22 I BW BOTTOM OF WALL GRADE r �rf x s5. 0 ` ` 0 , ,r j Ti18Q14':37 i1i l BC 13.90 T N SWEL SOLID WHITE EDGE LINE-6" 16.12 15•?'.L '. '` I ! �7.0( 9 C Ali , SH 0 BWLL BROKEN WHITE LANE LINE 6" f, v \ � } 1 h x R1N�=1 511� RIM=13.90 DR BY: DM (10 FT LINE, 30 FT SPACE TYP) � , , 1' .72 t; 16.45 i 6.2.5 j 1 15 4�.) i Y i CHK BY: ES DYCL DOUBLE YELLOW CENTER LINE-6" "r x 45 3 65 i I p 20 40 r� Ix i15 s1 ; FEET PROJ NO: 2018-005 IN x 36,76 E DATE:� 03.14.2018 . SCALE: 1"=20' UTILITY & DRAINAGE NOTES PIPE MATERIALS: ALL EXISTING ABANDONED PIPES TO BE CUT&CAPPED AT MAIN. DOMESTIC WATER SERVICE:4 INCH DUCTILE IRON CEMENT LINED(DICE) "` .`• ----- - CLASS 52(TO BE CONFIRMED BY MEP) `` 2 THE LOCATION OF AND SIZE OF BURIED UTILITIES ARE TAKEN FROM THE "EXISTING CONDITION PLAN" BY NORDE-EAST SURVEY, PLAN DATED DECEMBER 7, FIRE SERVICE: 6 INCH DUCTILE IRON CEMENT LINED(DICL) 2012;AND AS PLAN PREPARED BY NECE, CLASS 52 (TO BE CONFIRMED BY MEP) i ; --�""` ----`"�- -�-�~ `, '� NORTH THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING ALL WATER LINES SHALL HAVE A MINIMUM OF FIVE(5)FEET OF COVER OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY,WITHIN THE STREET _ - " ROW, OR ON ABUTTING LOTS. \ `� a. ;# I- SANITARY SEWER: 8 INCH CAST IRON SERVICE TO BLDG � ._ r " r!{: MINIMUM SLOPE=0.020 \ \ T . Design Consultants Inc. CITY OF SALEM MUNICIPAL UTILITIES (WATER, SEWER&DRAIN)ARE NOT PART OF •� �-" A- w - vrow.� DIG-SAFE. REQUEST FOR MARKINGS CAN BE MADE BY CALLING DIG-SAFE AT ' ` TRPED ` STORM DRAIN: 12 INCH (MIN.)CPE(UNLESS OTHERWISE NOTED) y `- { i r 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO EXCAVATION. STREET OPENING MINIMUM SLOPE=0.010 PERMITS SHOULD ALSO BE FILED AT THAT TIME. \` � �� v� �� ����= D} ����•���~ t _ f ROOF DRAIN: 6 INCH (MINIMUM)CAST IRON - h _ DMH THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE ! - -M ��J '- R=1 i (UNLESS OTHERWISE NOTED) '°� -.•: __. _•_ ==� ,� �" ,� +�=•��.o� APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER _ _ / R=1 I.IN=4.00 MINIMUM SLOPE=0.020 �' -- --� / f !.tOOT=4,00 1o.73(CB) OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE AND MINIMUM COVER=2 FT _ . --� � ��--_ -= _ _ / / ° °�� � s _ _ _ .EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND _ ---„ _ �, __ _.._ -_ � .. � .._. __ _._.. __� - • scN+TH RIVER coNOUIT Y � _--=�-�.aM.,,4.7�, MH AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT --- --`' souTN =_= / ' T N 72` DIA. PIPES - - RIVER CONDUIT . BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND :=--"' ` " -- M N 7z�DIA PIPES �" � === "= = J PRESERVE ANY AND ALL UNDERGROUND UTILITIES. - �`�:.�.._-�===--- DMH- z CUT&CAP Ca- _ sr,�H--�. ._._ 8 �' t�P ALL EXISTING UTILITY SERVICE CONNECTIONS SHALL BE ABANDONED UNLESS R=2t�.84* EXIST. S #(I:ES\ R=15,82 1 �r _.- ---- G NOTED OTHERWISE. THE WATER AND SEWER SERVICES SHALL BE CUT AND --- CAPPED AT THE MAIN IN THE STREET BY THE CONTRACTOR IN ACCORDANCE d I IN='s.94'CB) I ann 1 AT MAIN °-��¢ I.IN=14.44 VL'Lr Rg20, * ---- ate,. G _-----E GG WITH THE CITY OF SALEM STANDARDS. THE PROPOSED GAS, ELECTRIC AND/OR t _ _�� '-� SOH i.OUT=14.34 17.2 1 _ -- = = J - - - APPLICANT: CATV INSTALLATION AND ABANDONMENT OF EXISTING CONNECTIONS SHALL BE R=21 95* = COORDINATED BY THE CONTRACTOR WITH THE RESPECTIVE COMPANIES. ~- E- _ ._ 3=2 70 _ G DODGE AREA, LLC FINAL DEMARCATION POINTS FOR GAS, ELECTRIC, TELEPHONE, AND ~ ,„ N„P DATT, � � R=22,27* t t e� �gL OPECHEE CONSTRUCTION CORP. COMMUNICATION SERVICE ENTRANCES ARE SUBJECT TO APPROVALS OF EACH �...'�. I'-2.57 "� f - `- " � ~' - "'`TM ` -` ° �. _ �, ( _ .-- _.----,.w` M - - / �� I f, BELMONT, NH 03220 PROVIDER. "' I Dc; CJ _ _ _. ° � �, PA RI aI �� � J _ _.. --� - 603-527-9090 hL KFIEU ALL UTILITIES SHOWN ON THIS SITE ARE TO THE EXTERIOR OF THE BUILDING if l~ \ s+aH-z _., e __ _ y i? BAs I R R,�23,51 a FOUNDATION ONLY. UTILITIES THROUGH THE FOUNDATION AND INSIDE THE ; / ddd I 5MH 3 ti a°m \ 0 c� R=24.20 r / BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL ENGINEER. SEE � � � ,. � ; � ° � L ! I MECHANICAL ENGINEERING PLANS. x4•y - SMH-4 VAULT/ ✓ CONTROL O „ ° R=24.6i "� IFPAH 2O*CI WATER N CABINET , H1.RlM=fS#OO' k�1G l�i�i 2:>��L j THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE EXACT RA .ucHTs / G - --- --- - -r ._ h l SUPPORT POLE 6"DI SEWER / _ t 6 GGJ 0 05 L �� " - LOCATION OF ALL PROPOSED UTILITY CONNECTIONS. " € ``� ' f �R " CONNECT TOE / l • ' z r ., ° : . 6 (MIN) I , I _ % ' S=0.02 EXIST STUB '� I I ;�ri C. NEW WATER SERVICES MUST BE LEFT SHUT OFF AT THE MAIN ON THE STREET A+ ROOF DRAINAGE CONNECT T`�O UNTIL ACTIVATED BY CITY OF SALEM. i NNECT TO _ " £ �# f INV 10� 8�EWER RIM- .79.: 9-11 Dodge St. 1NAa°�Rutr �F XI STUB 8"DI (SE�E�VUA LANS 'INV-5.50 .,. S G A DYE TEST SHALL BE PERFORMED PRIOR TO THE ISSUANCE OF AN OCCUPANCY r # ry H 1 ? E o o` = FOR CONTION PERMIT. r w" Pwc " S 0.020 ) { 217-219 & 4 DI DOMESTIC ROC DRAINAGE c u 1 �` WATER SERVICE INV--17.60 (SEE MEP PLANS 8"DI *77;1 � f FOR CONTINUATION �• �v ,,y �" THE CONTRACTOR SHALL SUPPLY ALL PIPING FOR THE UTILITY SERVICES AND a � (SEE MEP PLANS (SEE MEP PLANS ) 8" Dt, S=0.020 SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, FITTING AND VALVES UNLESS i AB �hXi •fir, I FOR COI�rINUATION) FOR CONTINUATION) = 6°pl _ f if 231 -251 NOTED OTHERWISE. THE CONTRACTOR SHALL PERFORM ALL WET AND DRY TAPS ! SE I E a 1 I 1, it ` f r s ;ATE 500 GAL. (SEE MEP S=0.020 AS PART OF HIS/HER CONTRACT. r t - - "M GREASE TRAP - -T ! t t / t O ° CON UAtION) - 4' s" Washington l1 tl _, t ; 1 ~ ; 6" DI FIRE RIM=14.00 _ _ i ( { - -.._.w.vu St. , f _ " M ALL PLUMBING FIXTURES BELOW THE LEVEL OF THE RIM OF THE SEWER I.. : .h, `" PROTECTION INV IN 8.33 SMH /8 VALVE - ' 1 6 � ! w _. MANHOLE SERVICING THE FIXTURE(S)SHALL BE CONSIDERED AS BEING SUBJECT I c _ _,� �, , WATER SERVICE I UTt�'"8 - F 'FL� D WATER f $ It I SEE MEP PLANS /` ONTROL RI 1 , Lf} Salem MA TO BACKFLOW AND SHALL BE SUPPLIED WITH BACKWATER VALVES. / j " `� ! ( '" uCr. I ', a> / FOR CONTI \ IIN�:Id STRI P I y J ! i \ IRloor BR PROJECT INFO CITY OF SALEM RESERVES THE RIGHT TO INSPECT ALL FACILITIES DISCHARGING { / / 500 GAL. TO THE CITY OF SALEM DRAIN AND SEWER SYSTEMS. r r ® ® s a ca ;` UT&CA ;POLE \``y, OIL/WATER r- PROP. DMH I REGONSTRtJCT PRIOR TO CONSTRUCTION OF NEW SANITARY SEWER, STORM DRAIN LINES AND _ j t�EXIST� S RVICE a ^ SEPERATOR © s sl-ems-� RIM=14.Of EJCISTI MANHOLES, CONTRACTOR TO PERFORM TEST PITS AT LOCATIONS OF EXISTING f / AT IN , ; x P / / \ RIM=14.00 I INV. IN=9.86 I�AAIHOLE LATERAL CONNECTIONS FOR SANITARY SEWER AND STORM DRAINS TO CONFIRM 1 r ' Its[(JN)=9:91 INV.OUT=9.81 INV OUT =$91 F D D D D D D REIIlI VlE E QI � INVERTS OF LATERALS. ANY DISCREPANCIES ARE TO BE REPORTED TO THEry e ' =" \ ) ENGINEER IMMEDIATELY. y / ' INV=2 .4 r,, / ,� ' ^ L_.J L_J o 77 .10 DI 1 r 271 F'�'��I THE RESPONSIBILITY OF OWNERSHIP AND MAINTENANCE OF THE SEWER,WATER, I,' e� " ��� O " OP. DMH S MH 36LF 12 �C E �N.� < 42LF 8 DI _ h AND DRAIN CONNECTIONS ON PRIVATE PROPERTY AND/OR PRIVATE AND PUBLIC LRIM=27. _ \ / - - - IM-14.Ot /� v F 7 F S4o.o2o F -1 �' l y o f ,r' >� l x o w „ 10 I 10 I 10 1 L V. WAYS SHALL REMAIN THAT OF THE OWNER. J � S-0.017 / ONCE THE CONDOMINIUM ASSOCIATION IS IN PLACE THE RESPONSIBILITY FOR 1 �/ / I ° i MAINTENANCE SHALL BE THAT OF THE ASSOCIATION. L_J L_J L_J E I{ WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, =20.25 o DMH THE LOCATION ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY C ,.P �,• /�° ,� / `� "• ELrc: // RIM=28.30 r r 10 DI ° I !.I , ..---'-----'- DETERMINED WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION R` b 4 INV=25.00 0 1 1 0 1 1 0 I ���10 ? I` SHALL FURNISH TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. ``, � w ^' �' / / L-J L_J CB L_J ° j y ` I TRENCH AREAS FOR THE CONSTRUCTION OF THE UNDERGROUND UTILITIES AREA Y' /ff ° f / RIM=13.75 TO BE REPATCHED WITH SAME MATERIAL AT THE SAME DEPTH AS THE EXISTING ROOF DRAINA INV=10.75 I ; # GAS METER MATERIAL. THE AREAS OF TRENCHING SHALL BE NEATLY SAW-CUT AND THE NEW �`}' i' / ` / INV=25.15 / \ rO� Fob REPATCHING MATERIAL SHALL BE PROPERLY SEALED IN ACCORDANCE WITH THE '` l/ a Q a a cecs Qa `` 6"CI / - - _ _ 1 ° 1 L J ° e ' D^' Rs'�2s `' 1 REVIEW COMMENTS 5/9/18 t J. f ° S=0.021 / (SEE MEP PIIAI� F F F F IR TOWN OF NEEDHAM MUNICIPAL STANDARDS. Iaas( FOR CONTINIIp►'jN) °' REV DESCRIPTION DATE � y;a\ :,� r�, A� / I o I 1 0 I 10 1 1 0 1 1 ° i r-0.52 r DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, „'" r= o r�ti \ TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. RELO�AEE EXIST,,k*bRA�T a / / /O > I F-I "'�" MHS U.''f.._ ; . . � I . # f _ PROP. G ��T�RAL �. / \ / I ( L J ° 1 R=,3.7, NO TRENCHES ARE ALLOWED TO REMAIN OPEN OVERNIGHT. /,., '' o `� / 1 1 # i FMh I HOF�( ^ 1 0 ( 1 0 1 PFIOPOIN"ILTRATION SKSuM o 1 _2, I(c)=7.6, ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE WORK DAY OR \ / \ i ° I{a>=7.76 COVERED WITH STEEL PLATES PER 520 CMR 14.00 EXCAVATION AND TRENCH / 83LF 12 CPE / / L-J L__I BQTTOMJOF STONE EI�10.3J 1 P ,ie)=s.76 ERIK S. ti EXISTING 6 LATERAL S=0.043 < O FINAL LOCATION AND CONFIGURATION 0 I _ SWANSON N' SAFETY. IF STEEL PLATES ARE USED THE TOTAL LENGTH OF PLATES IN THE / o / / ( W W1-24 ' 13ANDONED ✓ �' E /" `3c / \ _ _ _ TO BE COORDINATED WITH FOOTING ° 1 r 1 N ` o CIVIL -4 TRAVELED WAY SHALL LIMITED TO 50' TO BE A _ o I � p y / F F F -I F PLAC�MEIVT� ° 1 L J 4 z w No. 50316 r �` / ^\ ' 10 I I o I I o I i o I 10 I 1 , , 1 I o A PROVIDE NEW SLEEVE CROSSINGS AT WATER CONNECTIONS AT WASHINGTON STC � CB �` ,, /O / ° ': ; !! Z STREET AS NECESSARY. RIM=31.39 :,, , F RIM=31.23 \ < / L_J L_.J L_J L _J L_J 0 1 I p 1NV=28.34� t / INV=28.23 \\ \y - i' ° I { f LEGEND F \ PROP. GAS SERVICE ° r � \ AND METER LOCATION. � � ! `-R=i3.71 LIGHT POLE r � \ Y 1(0 -s 2 N. STREET SIGN \\ F F I _ _- IONFIRMED -I F- �01 `. I l�nj= . I . S -v- S S G " <f \ PROVID R o I w 1 OLF 12 CPE ' " / I 0 1 9XI$]INS HYDRANT 0 1 0 ( i 0 1 101 Y # R RANTI L S DH.SB.p FIRE HYDRANT 5=0.017 CPE \\ L_J L O REMAIN. _J L_J L_J S=0.017,.° �sWw i FND. DRILL HOLE IN STONE BOUND FOUND % b r , 4 \ PFTI ECT DURING p 4 -D PUBLIC DRAIN SERVICE f :' `' '� •. �. \\ CONSTRUCTION I { # L ~ _S_ PUBLIC SEWER SERVICE - \ -- - f .� # I s �� CB 4? PROPOSED -w PUBLIC WATER SERVICE ✓,� yy -T UNDERGROUND TELECOMM. LINES r , � °'a _ _ -. _.._.- � `- - !_"W'--- a I -E UNDERGROUND ELECTRIC LINES O a _ .._ " w- W --•---w--- --_w w- W._.-...__ W_._ I • ,. '.� INV=28.23 "'�,, L'� - _ 6"Cf - 6° CAST IRON WATER LINE -- 8'Ci. ',r,G w.-._,__,..__,..._.._..._.....,__.. ._.rJyE�� Fl�i UTILITIES -CA UNDERGROUND CABLE TV&COMM. LINES %>` ' 6 rl w u--- %J s� - ODRAIN MANHOLE -- - ry -.`-______ _ TELECOM. D253 y1, CAST .^...-CA.�-'�;:..�._.- CA..��-�.�,._CA [ G'--'-- ------.�.�a,.��. ,✓� 4;TGit a'Ap'<`.TiULLflYNC CA ....�. '-_ 5.,_'�`_ CA :&d........_..����+CA- ''..^-^^�A-...,�+,„«e�,.��,,...:.,:. _,wr`.,4:.-rs' .'.LA_,"�.. _ f.:.,.. ' _ ~ `T" ,-- T__ __T__�T T - _w �_ _ - PLAN f uY DPEICK FACADE&CANE.FOUNDAOON '�,,,,- ..... _,----^""'•�� -T_..._ _..___T T -.,.--_4r_._._.___.._....�y�...__.._._,..._p �_______,p__..._._._. r - q) VERIZON Qs SEWER MANHOLE �_' / .Ux2� - - -RA;� `'� ``" 1 I W-F--� '_-_w._ W_ W._.____- - V #171 A i .1L/ f T 4 WATER i1NEW _T e.__�._,._....�_p.__-__._,...____T.._�.. --{'T-'..... 5MH O 6, PHC S- S--'la SWW ut4V...!' 6'� :,.� TELECOMM. MANHOLE ' _ _ __�-_ c ._ _ _s___ _ s ___ crs C 4` OAS Pl IP 7004 U'- q / fi VC 41 a E9 VC i t f _ t `� 4" G i.`! LP 19,36"PVC b c: EMH •�. 4' (;AS`Dr'i C 1 gi;5 f�.,._,.__... t. C © ELECTRIC MANHOLE / �. E _ E E ------E 9�-2'3 - _- " - --- -- �� %C} a. ce s-� S! E ! __ .E.� _ r=.._.E.__'.� E-�rr1', t ___.�__-.LP06{ _ _�E F_ �E E SDI WATER _ ._.,.. _ ... ._ ..-'- �, SHEET NAME: HANDICAP ACCESS/RAMP ?.., ---- _- - F _ I ! i j # EMTR 5MH (jam va 9 e TREE / aooFo,�.-a-rs I��ti ' T Wv # a a�za�v ttoaF q.EV.-36.e IAA}=16,06 , 4r EiaN:K FACADE i a-,5.90 NN .. D4 WATER VALVE(GATE) Y { - ,7.0 3 4 € l I ! 1 it t GAS VALVE (GATE) STORY Grua \ x ,6. �, j !: J��, s Ii Y WATER SHUT-OFF #y { r DIRECTION OF FLOW l 1. SDI r I 7.7 RIM= MANHOLE RIM ELEVATION �f45 INV.IN/OUT= IN OR OUT PIPE INVERT ELEVATIONSHT NO: a E sww O WATER METER/GATE I # '� CPE CORRUGATED POLYETHYLENE "' '°6 DR BY: DM sTc STORMCEPTOR PARTICLE SEPARATOR DMH DRAIN MANHOLE t j O 20 40 CHK BY: ES CB CATCH BASIN GI GUTTER INLET # pp � FEET PROJ NO: 2018-005 PROPOSED CURB �6 Ix - f DATE: 03.14.2018 _ _ = PROPOSED CURB BY OTHERS SCALE: 1"=20' NOTES: 1. CROSSWALKS TO BE INSTALLED THAT MEET CITY OF SALEM STANDARD, \\ � '� _— WHICH IS AN INLAID PRE-FORMED THERMOPLASTIC ASPHALT PAVEMENT -- 2 MARKING SYSTEM. THE PROPONENT SHALL COORDINATE WITH THE CITY ,. ��_ -' '._ `..-- - ENGINEER IN REGARDS TO THE EXACT SPECIFICATION. THE PROPONENT ,__-----�`" SHALL COORDINATE WITH THE CITY PLANNER REGARDING THE SPECIFIC -~ NORTH PATTERN. 4 , PROP 10'WIDE F CROSSWALK t E2. ALL SIGNAGE RELATED TO PEDESTRIAN RAPID FLASHING BEACONS ON ---- CROSSWALK � -=---�"�-��'WASHINGTON STREET TO BE INSTALLED AS PART OF MASSWORKS GRANT. TONSTRE _- - ==-����Hi eol 3 =' '- BY OTHERS SHING TH _ a 3 p s 3. SEE INTERSECTION PLAN FOR INFORMATION REGARDING PROPOSED WA VARIAB�EW�D (PUBLIC- Design Consultants Inc. SIGNAGE, PEDESTRIAN AND TRAFFIC SIGNAL CONFIGURATION FOR y, 'R EI) gym- WASHINGTON STREET INTERSECTION. 4. SEE DETAIL SHEET FOR PROPOSED SIGN SUMMARY a s _ _-.�--=-�--- PROP 10'WIDE s„ ,� _. f CROSSWALK _-- . LEGEND SYL �— LIGHT POLE SN. STREET SIGN PROP METERED gNJI-L FIRE HYDRANT m PARKING SPACES PROP 10'WIDE DH.SB. o DRILL HOLE IN STONE BOUND FOUND (8' 0') CROSSWALPL HP D "PL LP O DRAIN MANHOLECOMM. W 14. C EL GG sQ SEWER MANHOLE N WTRP�� {� ~-- APPLICANT: © TELECOMM. MANHOLE 'v G ® ELECTRIC MANHOLE `'z WG HANDICAP ACCESS III RAMP J u DODGE AREA, LLC WG� g"PL HPC/o 10 TREE a"PL Lp ®Lp aL00gb OPL OPECHEE CONSTRUCTION CORP. WG (s PARK SL �, -I ' Z �` _.�_.... 603-50N9 BELM ,9 H 03220 � WATER VALVE(GATE) G o � � `' �' � �a � w GAS VALVE(GATE)Gv TRPED � - WATER SHUT-OFF _____- - LP aAs � ®"" O i �., FF FINISHED FLOOR ELEVATION M 0 R1 Q O r- r TC TOP OF CURB GRADEF, O K ITRAFF. r BC BOTTOM OF CURB GRADE PEDESTRIAN '- cABiNE�� WG W X WALK } SUPPORT POLE / I I WG a p 2"PL " I III G 2"PL SWEL SOLID WHITE EDGE LINE-6 ,: � TRP r BWLL BROKEN WHITE LANE LINE 6" 00 (10 FT LINE, 30 FT SPACE TYP) h-1101k. / n EMH'011 , ( 9-11 DYCL DOUBLE YELLOW CENTER LINE-6" �, s #5a GG II Dodge St. LEFT LANE ;' °H MULTI-STORY A Pw W11-2 1 GG SYL SOLID YELLOW LINE-6" MUST 1 ;. ti 217-219 & MIXED TURN LEFT ter'' ", °t USE j d �ti W16-7P ,rYMH 231 -251 R3-7L co lJ 06' GATE (� - i \ _ T oa „ _ .;P µ f�' 0'-WIDE n _ Washington St., l y r CROSSWALK - _- - :: _ 211, WA_HINyTON ST. Salem, s,+rFuca«�or-FEE COF E.LFV Orr^ ! 0 / \ -——— ———— —— ———— —— aoE STONE-nuravr,;u,r: PROJECT INFO �o / THFS rR/PANG A v/ -I ® Q W11 2 1 0 1 1 0 1 a O > U W16-7P SN. < Q / 10 I 10 I 10 I L A w11-2 L_J L_ J 0, ie / REM EXIST ��°`' d f �v CURB CUT r— — — ..AA W16=7P y Gj �` 0 MULTI-STORY / / \ 1 0 1 I 0 1 1 0 1 L J I z`' MIXED < o L_J L_J L— J -- 1 PROP METERED C� w USE PARKING SPACES ' (8'x2O') rr^^ MULTI-STORY PA ING GARAG L-� � 1 REVIEW COMMENTS 5/9/18 0 1 1 0 I 10 I 10 I _ m o REV DESCRIPTION IDATE MULTI-STORY PROP 1'0,'WIDE, " L_J L_J L_J L_J IJ OE MIXED LPOL Q a , W/RI CROSSIN�LK RIGHT LANE — — — Lo J 1.., USE 7 F 7 F _1 F 7 I 0 � �� , ' MUST // ^\ 10 I 10 I 10 I 10 IV o!•,�,�ss' RELOCAT rF �� TURN RIGHT / / L_J L_J L_J L_J rERIK S. REM EXIST PARKING STRIPE EXIST CURB CUT R3-7R / \ / F � SWANSON � ► IN ORDER TO REFELCT THE / _ _ _ _ ro� 0 A o CIVIL REMOVAL OF 1 EXIST f` W11-2 / 7 F- 7 F 7 7 L J "< w v No. 50316 BARKING SPACE 0 1 l o l 1 0 1 10 I 1 0 l g \ < L_J L_-1 L_J L_J L_J Q W16-71P \\ \v Z cn REPLACE EXIST-DOUBLE HEAD PARKING METER WITH SING HEAD PARKING METER rt \\ M \ F 7 F 7 F _1 F 7 F 7 r STAMP: \ 1 0 1 1 0 1 1 o I 10 1 1 0 1 to L_J L_J L _J L-J L_ J sw f m -- - _ ----------------------- --- -- — Sw#0 STOP R 1-1 TRAFFIC CO Pk6 t WIDE? PLAN «�- 2r7 I (PUBLIC-30'WIDE) I DYCL OSS ALK ERICK F DE&CONC FOUNBAMCN c ODGE STREET COURT _j - �swav w"...... -re-rr d t' $l. �`l LPOLE _ .s.._ .._.._...,_..-..___._ £htTR J RooF -471 i HH SHEET NAME: P 2 STORY BY ROOF eLcv-ae a _--- _ - r jar�tst FAcno� HH � � � ! •'zn^ .� STORY CdNC.BLOCK R1'�-is OP R6-1 (PBS) 9ti4a;f_i., W11-2 W11-2 SHT NO: (u�zr.os / PROP 10'WIDE :; DR BY: DM te r: m ' W1617P k t Ex CROSSWALK W16-7P CHK BY: ES � ' PROD N0: 2018-005 0 20 40 DATE: 03.14.2018 I H I EliFEET SCALE: 1"=20' NORTH 4" CONCRETE AT SIDEWALK Stake on 2"x 2"Wooden Stake 6" CONCRETE AT DRIVEWAY 1" REBAR FOR BAG 3'Lineal REMOVAL FROM INLET Spacing Filtrexx® SiltSOXXTM C 141F�'X BROOM FINISH PERPENDICULAR TO (REBAR NOT INCLUDED) DIRECTION OF WALK 'S ter (18"Typical) I� ,(�-, 3„ 4„ =v ht/�z�a, � .'^ �, :.•a •• Area to be Design Consultants Inc. �{�i •(� A 'r r�'F�i, Somerville•Qulnq•Newburyport Work Area wwv.dcl-ma.tom Protected Area to be Protected CURB Water Flow 6" GRAVEL BORROW OPTIONAL ovERFLow 4 r� �'i�fU� s . OPENING FOAM NOTES t SILTSACK c`5 12"± (OR EQUIVALENT) 1. CATCH BASIN PROTECTION TO BE "SILTSACK" Work Area Filtrexx® Compost ---• `w yam$ f ,5' ��p (BY ACF ENVIRONMENTAL) OR "STREAM GUARD" (BY Q SIItsoxx, p FOSS ENVIRONMENTAL SERVICES) OR EQUAL. DUMP LOOPSf,,. (REBAR NOT INCLUDED) 2. INSERT TO BE EMPTIED AND PROPERLY DISPOSED OF WHEN IT IS 1/2 FULL OF SEDIMENT. Flltrex)(@SlltSoxxTM Plan View Filtrexx®SiltSoxxTM Section 3. INSPECT INSERT AFTER ALL RAINFALL EVENTS, REPAIR AND MAINTAIN AS REQUIRED. Notes: v ; v 1. All material to meet Filtrexx®specifications EXPANSION �� 2. SiltSoxxTm compost/jsoil/rock/seed fill to meet application RESTRAINT REGULAR AR FLAW SILTSACK ® requirements. COMPACTED SUBGRADE �� C c• ��� 3. Compost material to be dispersed on site, as determined b APPLICANT: d: v D (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF) p p y a' DODGE AREA, LLC NOTES: Q' PURLS TEST IEM NTS c/o 1. PROVIDE Y2" CONSTRUCTION CONTROL JOINT WITH PREFORMED tr! ,a ° :,4 EROSION CONTROL BARRIER OPECHEE CONSTRUCTION CORP. v °' GRAB TENSILE STRENGTH ASTM D-4632 300 LBS EXPANSION MATERIAL EVERY 20 —0 O.C. MAX. }ra. , drl BELMONT NH 03220 , � o a� 1T GRAB TENSILE ELONGATION ASTM D-4632 20 Isa . . tl PUNCTURE ASTM D-4833 120 LBS NOT TO SCALE 603-527-9090 2. PROVIDE A TOOLED DUMMY JOINT Y4"W x Y2"D AS NEEDED TO i,> .;• d MULLEN BURST ASTM D-3786 800 PSI PROVIDE SYMMETRY. ., v. ° . . TRAPEZOID TEAR ASTM D-4533 120 LBS INSTALLATION DETAIL UV RESISTANCE ASTM D-4355 80 APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE (SIDE VIEW) FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT CEMENT CONCRETE SIDEWALK PERMITTIVITY ASTM D-4491 0,55 SEC -1 NOT TO SCALE "SILT SACK" CATCH BASIN INSERT NOT TO SCALE 9-11 Dodge St. , 217-219 & 0 231 -251 SIGN POST -0 WashingtonSt. r 1 1/2" BITUMINOUS CONCRETE GRAN. CURB 18" MIN. 4" CEM. CONIC. SaIeMr.PAV T TYPE I-1 TOP COURSE EXP. JT. MA PROJECT INFO 8'-02 1/2" BITUMINOUS CONCRETE I COMPACT �_ 8-0" I PAV'T TYPE I-1 BINDER COURSE � COMPACT �T COMPACT PARKING STALL PARKING STALL 12" GRAVEL BASE 1'-3" (MIN.) NOTE: r I 1. ALL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT, MEETING THE REQUIREMENTS OF AASHTO M248—TYPE N. PAINT SHALL 3„ BE APPLIED AS SPECIFIED BY MANUFACTURER. „ 2. PARKING STALLS SHALL CONFORM TO THE CONC. CLASS "D" 8 x8 on REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. BASE COMPACTED SUBGRADE DEFORM PARKING STALL STRIPING CO PIPE END (COMPACT SPACE) BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE NOT TO SCALE BASE OF SIGN CONSTRUCTION NOT TO SCALE 1 NO CHANGES 5/9/18 R7-8 SIGN REV DESCRIPTION DATE HANDICAP GRAPHIC SYMBOL (PAINTED WHITE) TO BE CENTERED IN SPACE V�0F aU4Ssg0 50' MIN. 2'-0 (TYP) ERIK S. y CONSTRUCTION SPECIFICATIONS " swANsoN CIVIL STONE SIZE - SEE GRADATION TABLE No. 50316 >; 4" WIDE PAINTED .off ,pO PROP. GRANITE LENGTH - 50 FOOT MINIMUM. o WHITE LINES (TYP) 0'-6" CURB TYPE VA-4 EXISTING 12. THICKNESS - SIX (6) INCHES (MINIMUM). 00° r S PROP. BIT. CONC. (MIN.) 6 REVEAL (TYP.) GROUND TOP COURSE WIDTH — 12' MINIMUM FINISHED GRADE PLAN VIEW FILTER FABRIC - MIRAFI 600X OR APPROVED EQUAL. STAMP: INSTALLATION - THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, FINISHED GRADE 50' MIN. ROOTS, AND OTHER OBJECTIONABLE MATERIAL. A ROAD STABILIZATION FILTER CLOTH CAN MOUNTABLE BERM BE PLACED ON THE SUBGRADE PRIOR TO THE GRAVEL PLACEMENT TO PREVENT PUMPING. (IF REQUIRED) THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. 0'-6" EXISTING ��-2^ ; PAVEMENT MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH I 9'-0" I 8'-0"(MIN) _ MIN• 6" WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. f STANDARD T• HANDICAP a THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL PARKING STALL PARKING STALL FILTER FABRIC LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED * HIGH EARLY STRENGTH I z PROFILE ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. NOTE: DETAIL CEMENT CONCRETE o CRUSHED STONE GRADATION TABLE �12' % PASSING 1. ALL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT, MEETING GRAVEL BORROW SIEVE SIZE BY WEIGHT THE REQUIREMENTS OF AASHTO M248—TYPE N. PAINT SHALL SHEET 1 NOTES: 6" 2 inches 100 BE APPLIED AS SPECIFIED BY MANUFACTURER. 1 1/2 Inches 90-100 1 inch 20-55 * HIGH EARLY STRENGTH CONCRETE BASE COURSE SHALL BE FILTER FABRIC 3/4 inch 0-15 2. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE INCLUDED IN THE LINEAR FOOT PRICE OF GRANITE CURB. SECTION 3/8 inch 0-5 REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. SHEET NAME: VERTICAL GRANITE CURB PARKING STALL STRIPING STABILIZED CONSTRUCTION ENTRANCE (STANDARD & HANDICAP SPACES) NOT TO SCALE NOT TO SCALE NOT TO SCALE SHT NO: DR BY: DM CHK BY: ES PROJ NO: 2018-005 DATE: 03.14.2018 SCALE: N.T.S. STANDARD MANHOLE FRAME & COVER NORTH PUMPER CONNECTION RIM TO BE FLUSH FACES ROAD FINISHED STREET GRADE WITH PAVEMENT MATCH EXIST SURFACE CLAY BRICKS MAY BE USED BREAKAWAY FLANGE TREATMENT. MIN 4"PAV'T FOR GRADE ADJUSTMENTS. T Design Consultants Inc. CAST IRON VALVE BOX OR INDICATOR �r FRAME TO BE SET IN 2 TO 4 Somerville.Qahp•.Newburyport N -' z 8" MIN. '. �-'--24 f1 —� 18 POST AS REQUIRED. CENTER P OVER -,dekmaxom _o FULL BED OF MORTAR SIDEWALK VALVE BONNE AND KEE LU B o - ~ FINISHED STREET CURB UNTIL BACKFILLED. o w • 5" MIN. MORTAR ALL JOINTS GRADE MUNICIPAL STANDARD ►z- �o. 5 FT DIAMETER .o T MIN. 0.122 SQ. INCH STEEL �1'-6" VALVE BOX & COVER. V) w 0� � 46 PER VERTICAL FT, '�=---------��_� (MIN) w z PLACED ACCORDING TO I o 0 vwi Cr -q- —1" CLEAR MUNICIPAL STANDARD o a1 a A.A.S.H.T.O. DESIGNATION M199 Q 0 0 "� - ': 2" CLEAR 5 MIN. PLACE MASONRY RING 0 •o. I UNDER VALVE BOX ACCESS TUBE z o z ON COMP. FILL. DO c - 1-#3 BAR AROUND OPENINGS ACCESS TUBE w NOT REST ON VALVE. Q (A 0 0 � i� \� FOR PIPES 18"DIAMETER 5'-6" o I j: J � _ � � ' �� \\ AND OVER, 1" COVER LO 36" MAX. \� FLOOR OF STRUCTURE TO 4 MIL POLY OVER Q APPLICANT: BE HEADERS LAID FLAT 12 X12 X6 TEE I STONE WITH MECHANICAL D.I.C.L. PIPE DODGE AREA, LLC o �- �\ DIA.PIPE JOINT RESTRAINTS MASONRY RING TO c/o BRICK CHIPS AND MORTAR OR Cn N r::. :..::. :•::. .: .� � ; \ CEMENT CONCRETE �� �__� .. ; . OPECHEE CONSTRUCTION CORP. + �'." .' . (4,000 psi, 1—Y2 564 Ibs) -_; .� `' FOUNDATION 00 %' - 6 GATE VALVE �..•r.. (IF HAND MIXED SEE LATEST ; `1 ., �;: BELMONT NH 03220 .a � • �' .`• ' STANDARD SPECIFICATIONS � ; � : '� •:: BLOCKING 603-527-9090 _. _._. ._._i - - - -'- - -'-' -'- - - - -'-'-'-'- -'...... N -1 -' .- CONC. THRUST PIPE OPENINGS TO BE �, PRECAST IN RISER SECTION INVERTED ARCH WITH •°- LENGTH TO BE DETERMINED :: a. . .. :.:;;:.�; , ,• •. BLOCK BRICKS LAID ON EDGE '�-; .•.:••6 IN FIELD •• 4 4 . WATER MAIN RUBBER BOOT W/ WATER MAIN STAINLESS STEEL STRAPS MECHANICAL JOINTS "• .• •'a MJxFL GATE VALVE MJxMJxFL TAPPING SLEEVE PROVIDE r� CUBIC TAPPING VALVE W/ RESILIENT SEAT MUELLER H-615) NOTE: THE MANHOLE IS FOR 10 FT OR LESS IN DEPTH PROVIDE 12 SQUARE BY 6-INCH YARD OF SELECTED " 2" STONE- TO 6" (MUELLER H-687) THICK CONCRETE BASE UNDER ABOVE HYDRANT DRAIN PRECAST CONCRETE MANHOLE HYDRANT 9-11 Dodge St. , WATER SERVICE CONNECTION 217-219 & NOT TO SCALE FIRE HYDRANT NOT TO SCALE NOT TO SCALE 231 -251 Washington St. , Salem, MA PROJECT INFO CROSS COUNTRY AREAS PAVED AREAS LAOM AND SEED MATCH SIDEWALK 12„ SAWCUT, APPLY RS-1 EMULSION MATCH EXISTING SURFACE [ PRIOR TO PAVING 6 LOAM & SEED _ 7 TREATMENT & THICKNESS FULL DEPTH PAVT PAVEMENT SURFACE GRASS SIDEWALK (4" MIN THICKNESS FOR PAV'T) 4" SUITABLE BACKFILL TO BE . PLACED & COMPACTED TYPE C GRAVEL BORROW IN 1 FOOT (LAYERS. ORDINARY BORROW (STONE SIZE LESS THAN 2") CONTROLLED DENSITY FILL- EXCAVATABLE � WOOD SHEETING, IF REQUIRED, EXIST. GROUND TO BASE COURSE SHALL BE CUT OFF AT LEAST � CAUTION TAPE - CAUTION TAPE FIVE (5) FEET BELOW STREET CAUTION TAPE E I (THE TAPE SHALL BE I (THE TAPE SHALL BE (O (THE TAPE SHALL BE THE DE ANDCROWN OF TH O T ABOVE c� YELLOW METAL FOIL) i� YELLOW METAL FOIL) iv YELLOW METAL FOIL) 18" ABOVE CONDUIT 18" ABOVE CONDUIT 18" ABOVE CONDUIT COMPACTED SCREENED SAND SAND GRAVEL TO ONE FOOT ,�l1 ' ABOVE THE CROWN OF PIPE 6.. SAND 6 6" PIPE NEW PVC CONDUIT NEW PVC CONDUIT NEW PVC CONDUIT ` (SCHEDULE 80) (SCHEDULE 80) (SCHEDULE 80) — -71 �_ LEDGE 1 NO CHANGES 5/9/18 6" SAND BEDDING (MIN) 6" SAND BEDDING (MIN) 6" SAND BEDDING (MIN) 8» 1 12to REV DESCRIPTION DATE PIPE BEDDING CONSISTING OF 1 /2 TO 3 4 INCH STONE OR SCREENED GRAVEL TO BE PLACED AGAINST UNDISTURBED SIDES AND --�— 1 -6 1 -6 1'-6" BOTTOM OF TRENCH EXCAVATION IN EARTH EXCAVATION IN LEDGE =�'�PE IiK SAssgoy CONDUIT (IN GRASS) CONDUIT (IN SIDEWALK) CONDUIT ( )IN ROADWAY swAVIL CIVIL o —', TRENCH EXCAVATION No. 50316 y NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE STAMP: MUNICIPAL STANDARD CATCH BINDER GRADE WITH A SEWER SERVICE BASIN FRAME AND GRATE CHAMFER CUT RECEIVE TOP COURSE FRAME ENCASED IN /—CEM. CONC. 5" 18"-24" TAPERED 5" MIN. SECTION $ DETAIL MORTAR 12" ALL REINFORCEMENT DIA. ALL JOINTS AS PER LOCAL STDS. 4'-0" DIA. SHEET 2 —ROOF LEADER 1" CLEAR FLOW PROVIDE z --SUPPORT STRAP "V" OPENINGS OUTSIDE OF SHEET NAME: 0 6" PIPE +2" m SPLASH PAD -' HEIGHT OF RISER CLEARANCE -- SECTIONS VARY HOOD FINISH GRADE FROM 1'-4' 4'-6" SUMP CRUSHED STONE BEDDING 5" MIN. PITCH 3/4" MINIMUM EXISTING SEWER MAIN SHT N0: DOWNSPOUT SEWER TIE—IN PRECAST CONCRETE CATCH BASIN DR BY: DM CHK BY: ES NOT TO SCALE NOT TO SCALE NOT TO SCALE PROD N0: 2018-005 DATE: 03.14.2018 SCALE: N.T.S. BACK OF SIDEWALK A NORTH "LEVEL LANDING" SIDEWALK 1.5%* SLOPE FOR LEVEL* a Desi n Consultants Inc. DRAINAGE BACK OF SIDEWALK " " SomeMll v-Qu�r��ewburyport �° LEVEL LANDING WITH DETECTABLE WARNING PANEL (SEE E 107.6.5R) �10 1 .6 -2.4 1.5%* SLOPE FOR DRAINAGE h SIDEWALK ° N LEVEL*A0 000000000°°0°o DETECTABLE I 65" ��1° sq* 0 0000000 0°° WARKING PANEL cD MIN. � ° O ° o C), ° `L O O O DETECTABLE HSL �sq* O 000 ° 00000 WARNING PANEL HIG 5 ' IN GRAN/ - O O O O (SEE DETAIL) O O O O H SIDE T 0 NITE Z O O CURB RANSITION 6 -6" EDGE OF ROADWAY !� APPLICANT: HSL 7.5 . DODGE AREA, LLC ROADbyAY p � A LOW SIDE TRANSITIO HI OWNGRADE N 6 INCH REVEAL (TYP) O O O GH SIDE TRA 5,_ GRAN/ c/o NSITION 0 EDGE TE CURB OPECHEE CONSTRUCTION CORP. PLAIN CEMENT CONCRETE ROAD MIN 6 — OF ROAD LIMITS OF CEMENT CONC WAY po 6 WAY BELMONT, NH 03220 RETE RAMP L--: WNGRADE LOW SIDE TRANSITION 6" CURB REVEAL 603-527-9090 LI NSI TI o DETAIL MI TS of CEMENT CONCRETE N LEGEND: NCRETE RAMP LEGEND: 50% TO 65% OF W=SIDEWALK WIDTH THE BASE DIAMETER HSL = HIGH SIDE TRANSITION LENGTH HSL = HIGH SIDE FRONT TRANSITION LENGTH 4'-0"MIN W1=RAMP LENGTH 0 2" (SEE E 107.9.OR) NOTE: W = SIDEWALK WIDTH DETECTABLE W = SIDEWALK WIDTH ROADWAY, GUTTER, AND FIRST 6" WARNING PANEL We = CURB WIDTH OF SIDEWALK TO BE ADJUSTED 9-11 Dodge St., FOR FIELD CONDITIONS We = CURB WIDTH CC=4" 7.5%* (SEE E 107.6.5) 0.9"-1.4" SECTION A-A CC = CEMENT CONCRETE DETECTABLE 1.5%*—._ _.� WARNING PANEL Q� CC = CEMENT CONCRETE SIDEWALK ROADWAY 217-219 & FOUNDATION NOTES: * = TOLERANCE FOR CONSTRUCTION f0.5% (SEE E 107.6.5R) * = TOLERANCE FOR CONSTRUCTION f0.5% g" 1. PANELS SHALL BE MADE OF CAST IRON. USABLE SIDEWALK WIDTH PER AAB = W-Wc CC=4" 1 5%*—�- ROADWAY 231 -251 SECTION A-A SIDEWALK USABLE SIDEWALK WIDTH PER AAB = W-Wc USABLE SIDEWALK WIDTH PER AAB IS NOT TO 2. WARNING PANELS TO HAVE A MINIMUM DEPTH OF 2 FEET AND BE LESS THAN 4'-0" „ FOUNDATION RAMP LENGTH, W1 = W-4'-0"MIN SHALL EXTEND THE FULL WIDTH OF A RAMP (5-FT MIN.) SEE E 107.6.5R FOR DETAILS OF DETECTABLE Washington St. , WARNING PANEL SECTION A-A CEMENT CONCRETE WHEELCHAIR RAMPS DETECTABLE WARNING PANEL WHEELCHAIR RAMP ON NARROW SIDEWALK Salem, MA GREATER THAN 12'-4" SIDEWALK WITH DETECTABLE WARNING PANEL PROJECTINFO NOT TO SCALE NOT TO SCALE NOT TO SCALE INSTALL MINIMUM OF ONE (1) PVC OBSERVATION 4 OZ. NON-WOVEN FILTER FABRIC PORT PER SYSTEM TO FINISH GRADE AROUND STONE. TOP AND SIDES MANDATORY. CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH HVLV FC-24 FEED CONNECTORS WHEN UTILIZING INTERNAL MANIFOLD 95% COMPACTED FILL INCH DIA W HVLV FC-24 FEED CONNECTORS WASHED FINISHED CRUSHED BETWEEN ROWS OF CHAMBERS (4) CULTEC CONTACTOR 125 GRADE STONE INSPECTION PORT HEAVY DUTY CHAMBERS 10.0" MIN. FG EL.= 15.0± " IIILf � 12.0' MAX. 4" VENT TO ROOF 1 NO CHANGES 5/9/18 t.^.. .i:,.s.-;.:-.s�:�r/..-L...•�r,i:j•.�.,�, _....,,,.•.Lr. ,., i; v_rr:., r .- 1_,:;:'-,._.,r t...rf'•."c L�,:J�f.:.'�.s'- .J._;J_ ...Z+JY•y..e::r ry 1-„C�.,,- yr`,{ x ;l-h- c y_t � �;,' �u.rC,' •"_ ;,i - REV DESCRIPTION DATE1NDEPENDENTLYEL. 13.5 24" DIA. C.I. HEAVY DUTY 'f- .h7 . h"i �._: `ssr1 J FRAME & COVER W/CENTER f - - -I' "f f,.-sr L >t i.f.r �-�f;:'>1. -cj ,`k --,� .--t {_.-.+5 ._'-;' >_,4 -:.' .•J�_ 1 A�.,-5. .--� .J'�_' ;� / r 6.011 MIN. HOLE ( '•' , ( , ! c _f ;, 1. r_ /. ,. f. ...,•'r (r>r� a ' ,1? t' i� ,�" �.� ',t_ 1 ..1 t�_'- I '�7_,1�� /. _i�n.S`y lx r�.1-.-f`��`'�'_J-Y h.{_ c;:"' -� --t �, �, _r..,-, •_..,c ,.c.,-',. -�,.t,• ,a s, � >-;,,r,�,� S•�,.�.., . � JS,:.�. l ,r:ti,` �X, r";�h� r,s-:h ;-,n 7-�; <.�i'cf�,-.f?; r'..,�.,�i -h..n �,_-h. �/< ` : 's ;7 s _t'' l ' 2 , �' ' �• 'Ll r'� ,q"�% y`l L-1_': (�-,`S'-'�) :::+. , fi:,� . .._ r r f �• 1 r� }�. J. � �, �, t ;�i% FINISHED GRADE---\ Kit 0 F M 11 tz 6 A Ss9 INLET FROM I i� '( j� f✓ � }�L..�.l;� F' ��J3 r�� s,.3 � �� 1:.d ..�, `J/\� CLEANOUT 1811 _„EXTRA HEAVY t, �Y >: , --.�=.�=��� --- C.I. TEE � SWANSON �., =� �. INV.=11.5 �,r y ;� , �� '�,,A C.I. INLET CIVIL C14 _„OUTLET TO " No. 50316 F EL.= 10.5 I " / LONG BEND ER Y E � SEW SANITARY G : . .:.:. ,., ..: .J _...,_.- .-,_�. -. J-.. ,_ .:..�..,_.. _, -_.—.--. _,._.._ ,- _,_.f. J.',�. ,J ) .(_)�) �l_ 1 �-)� h_'(1� ) �1 f f :_, _: - _ _ INTERCEPTOR SIZE f. (.. f_. ., r, n (Pd °d f r ✓ f ? r( i t r i f ?{ "i B.O.S. EL.- 10.0 �; _... _..__, - -' .� ! .:z ` 1= _�' (= \;. 6.0 M WATER LEVEL IN � �. �� �' i': /„i-••'. ..ram` �.%\, ./° -/ J� - !}- i r , j�j\\j\�j;� ,�i \;/ ,i,��i� \y,� INLET A B C --- INV. EL: Z 4" 3'-6'" 3'-0" 2'-6" INLET INV. � EXTRA HEAVY C.l. PIPE STAMP: 2 I I 6" INLET OUT 5" 3'-6"` 5'-0" 4'-0" B WROUGHT 0 6.0" TYP. 36.0" 30.0" TO DMH I I 3'-6 x3'-6" 4'-0" 3'-0" IRON N INV.=11.5 4'-0"' 3'-6" 3'-0" STEPS GROUNDWATER I I 4'-0 x4'-0" 3'-0" 2'-6" 4'-6'4 3'-0" 2'-6" EL.= 6.1± (B-1 (OW)) REMOVE ANY EXISTING FILL BELOW SYSTEM 6" 4'-0"` 5'-0" 4'-6" O.C. (SEE NOTE 4) I 4'-0 W4-0" 4'-0" 3'-6" 4'-6'" 4'-0" 3'-6" o-6 DETAIL x4'-6" 3'-6" 3'-D" GENERAL NOTES I 4' 5'-00' 3'-6" 3'-0" 8" 1. CHAMBER MODEL"CONTACTOR 125" BY CULTEC, INC. OF BROOKFIELD, CT. SYSTEM STORAGE PROVIDED BELOW INLET=82 CF. I 5'-0 x5'-0" 3'-0" 2'-6" SHEET 3 REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. 2. ALL "CONTACTOR 125" CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL 8" 5'-0"` 6'-0" 5'-0" ° V. °• •° REGULATIONS. 4'4 z4'-6" 4'-6" 4'-0" ° ° • ° °• ° ° 3. SEE FOUNDATION ENGINEERING REPORT PREPARED BY McPHAIL ASSOCIATES FOR BORING LOGS AND GW READINGS FOR B-1 (OW). C-0" 4'—O" 3'4" 4. CONTRACTOR TO REMOVE ANY EXISTING FILL AND UNSUITABLE MATERIALS LOCATED BETWEEN THE BOTTOM OF THE INFILTRATION 6'-0 x6'-0" 3'-0" 2'-6" A SHEET NAME: SYSTEM AND ANY NATURALLY OCCURING PERVIOUS MATERIALS, AND REPLACE WITH SAND BORROW MEETING THE SPECIFICATION C 6"` 3;-6" 3;-0; DIA. FOR MASSDOT MATERIAL M1.04.0 TYPE B. 6—6 x6—6 3—0 2'-6" 8" PORTLAND CONCRETE GROUNDWATER RECHARGE SYSTEM GAS/OIL AND SAND SEPARATOR NOT TO SCALE NOT TO SCALE SHT N0: DR BY: DM CHK BY: ES PROJ NO: 2018-005 DATE: 03.14.2018 SCALE: N.T.S. cl 41 =� VERDANT LANDSCAPE ARCHITECTURE 318 Harvard Street,Suite 25,Brookline,MA 02446 Verdant Landscape Architecture.com 617.735.1180 NOW— r 4 sr ith LOCUS PLAN: NTS curb 4 plant bed with 4 LD-I �` ° granite curb LAYOUT AND MATERIALS NOTES granite curb ends in I. All pedestrian walkways and patios on one level plane: flush condition between all changes in paver/paving styles. line with curb 2. Existing conditions information is from a survey performed by Design Consultants, Inc. and dated October 25, 2016.. across sidewalk i 3. Contractor shall verify all conditions in the field and report any discrepancies to the architect prior to starting work. \\ 4. Contractor shall notify digsafe 1-888-dig-safe and verify underground utilities prior to excavation. ; !ff 5. Contractor is responsible for repairing any damage caused to roads, walks, utilities, site improvements, existing or proposed, damaged by this \., ��C/ project. �: ,<,•�,�, � ,�., _�. �„ 6. Items indicated as "relocated" are salvaged and stored from existing site are to be installed by the general contractor. G:) \ ' d 7. Provide expansion joints in concrete walks at 20' o.c. and control joints at 5' o.c. as per specifications, unless otherwise noted on drawings. 4' , ., 4 /I 8. All concrete pads at exterior doors shall be pinned to building foundation, refer to structural drawings. r 9. Contractor shall coordinate location of all utilities lines ducts conduits sleeves, footings, etc. with locations of proposed landscape elements ',,1 ram.;y�;s�y�,vJ�.♦�h'`�;i. a (walls, tree rootballs, proposed lighting footings, etc.). contractor shall report any discrepancies to the architect prior to continuing work.. 10. All lines are parallel or perpendicular to lines from which they are measured, unless otherwise noted. dimensions are to face of wall, to face of `�♦ Q��c curb; to edge of pavement; to edge of improvement or as otherwise noted. \o C.�` tK 11. All pedestrian walkways and patios on one level plane: flush condition between all changes in paver/paving styles. OWNER transformer screen, see Dodge Area, LLC `o architectural drawings c/o Opechee o Qro Construction Corporation \o vertical granite curb, see civil engineering drawings, Paver Legend: Layout Legend: \ S� p "Town Hall" conc. unit paver by centerline Unilock line, t �0 0 '/ i' \_ Color: Heritage Red property YP• GJ \\,1 g o (41-) align light post, typ. o "Eco-Priora" permeable conc. unit P O B point of beginning o �Frr avers b Unilock steps r� , It. r P Y (— Color: Midnight Sky, Umbriano i �� r { f i g Y, I detail number z p h cheek walls, guardrails, / , and handrails, see architectural j �_� t , I r _ finish Lp_x sheet number L1J drawings, typ. � �a � a �'{ r� j'i, "Eco-Priora" permeable conc. unit I detail number i2 L I t ��r pavers by Unilock 'O ° �} ' LD-x sheet number H i, i- Color: Granite Blend, std. finish {f } i 8 dimension w z � +� �,-, vertical granite curb, LLJ �. both sides � o � \, \ \ P typ. typical "Eco-Priora" ermeable conc. unit p.. crosswalk, see civil o o % pavers by Unilock LJ � engineering drawings, typ. � � � ��> �` Color: Sierra, standard finish eq. equal l � Qro �� � \ �l �\ i a "Eco-Priora" permeable conc. unit f ys pavers by Unilock z Color: Granite Blend, std. finish O + 11 Boston City HallIt brick pavers by _ o i \T� Stiles & Hart, or city standard = L1J o �\ Ti � Color: Pine Hall Main Street v) LLJ Note: All avers shall be as specified or approved equal. V P P PP q Project#: 18007 Date:02/22/2018 Drawn by: TN Reviewed:BH Scale: 1"= 10'-0" 0 Revisions: -? Q� 05/09/2018 City Comments O FJ- plant bed Q Lu1 concrete pavement, 0 see civil engineering drawings, typ. A/d'c6e vertical curb, see civil Q engineering drawings, typ. I plant bed p P plant bed Q E I plant bed i v) °p#257 concrete pavement, see civil vertical granite curb, see civil 4 STORY APT. BUILDING engineering drawings, typ. engineering drawings, typ. _0 BY BRICK FACADE & CONC. FOUNDATION retaining wall, see civil e �RD' RAIL 0 — engineering drawings, typ. DODGE STREET COURT SCALE: I"= 104" �.-• -- rn L I CH.LK CF E. :s✓ 0 5' 10, 25' Cn 35 ©Verdant Landscape Architecture • • • VERDANT LANDSCAPE ARCHITECTURE 318 Harvard Street,Sulfa 25,Brookline,MA 02446 Verdant Landscape Architecture.com 617.735.1180 M 'a' II, LOCUS PLAN: NTS z�'"i-lri� Tlrr rl S TLtI 1111 I :. =L is T crosswalk, see civil engineering drawings, <«zr pavers per City L t L standards 6 ,1 utility post, see civil granite steps with hydrant, see civil engineering en ineerin drawings, typ. •, ram,��a. :t x , granite bench, typ. 5 LD- Y r g g g �� t : a LD-I handrails both drawings, typ. provide shop drawings sides, 6 riser, typ. rIr LD- bicycle rack, typ. r� 11 ON STREE for approval. V�/p,SHINGT 7zr ] concrete pavement, see civil permeable concrete unit avers run 2 1 i'.� "� r ; ; •* ''�� � ' '� aD III-II P crosswalk, see civil y.. LD-I Ny r }. }., / P t'+ awe r4 v black permeable concrete unit pavers, running bond 2 engineering drawings, typ, to property line, see legend, typ. engineering g YF t r {� f LD-Ij r f, p i' en ineerin drawings, t / pattern, set at 90 degrees to architecture, see legend, typ. vertical granite curb, see civil a{a .r {,� ,,, j], q{ �I��r ,� r r {ri'] !t} f � 1J'} f 11 red permeable concrete unit pavers, running bond pattern, �D-I engineering drawings, typ. �W rr } }1 r} L{#� {, light post, see civil set at 90 degrees to architecture, see legend, typ. I , �I;4 i� tivl engineering drawings, typ. OWNER 2 I iI-- --- ,� , # , �;, � ,: r Dodge Area, LLC i —.t ,F fit ' f,} t 1; x�r r , r rlr} `r ii c/o O echee gray permeable concrete unit pavers, running bond Ill. �1 l ! try .,t p I L— �i lT k Wl,{`:'ill`ilh f J' a LD ri f I 't ' " Construction Corporation pattern, set at 45 degrees to architecture, see legend, typ. � I _ �_—--�I � I � P _ I i I ex. utility post to remain brick pavers typ. il I 4 r LD-I plant bed wit plant bed with I Q ' ,L -I ex. traffic mast arm basemain LD-1 granite curb _t0 re granite curb r� I �, plant bed with granite _ ,. YP.,� 4 q. i eq. I eq e � e e ,_I r y, �,; LD-I granite curb �'�'"� permeable concrete unit pavers I - 4 plant bed wi - yi��.. � � � � aligns Q bench al s r �.un to property line t �� __— +'� b, with property P P Y � YP I _ I I ,_ . -�- - �, ; . LD I ranite curb � �: ,. .; .. . >>> � p rt — .^ _.1 e � e eq line _,.r.T I, •.; (}.-, -r. , ., .:.-. vim. .i.,.ti I; . _r 1 •/ M � c clrack, e bi -,7 I I 1 .L 1 ni to bench,n gra {v < .I ,.A .a ex. unlit cabin et to remain 1 h' t I• a w ... t. . r , , } r l �. I ant bed wl _ .. - a - rh r ra , �.1.s . ., " �G L .'Y... building ildin above, YP see arch. dr ig s fo granite curb ant bed with cno r > ..; pavement h � „ t material r .-�"�"4[1 ...r .�a. r,N, !a - __ - _ � „:;.. . ,:.-.. , ,. 1,,.- :..7 .�1.. _ ,-...,r .,•.,..,. >.. tf "ti, ✓ .2. `'!. - light pos 2-6 r ex. concrete _ y,.� -`� ..� Ik�, ,.1 �-�,. .,.�,��,.T , � .— __ ,� :;r,� <y ,_-:, .� ranite ste rr� y.� , 1 , , see civil >ti y �< r �r 6 g P 1..f-�j-+.�rW ��,�.�,II � �- � �•�J�;AS.S,.� y ,a.�. . .�. "Lc r, LD-I pavementILL_,,,�_.� - r-f ,�.> v lv,�„ Ala< v< 'ti Yl% ,vy, �C. �F.- ,y}, r,.z ,L.�. - engineering A- - remain, protect {I � � ,�; ri meet ex. concrete LU drawings, g 4 - c during construction ,' - 4 � � az<' pavement neat and flush fa ce ace of seat wall with ' P.O.B. for r= • i� i T:I plant bed with transition between concrete edge of architecture L:4-s', 7 7 granite curb planter/granite c pavement and unit pavers to be g _ Y= brick avers, O bench layout ' i= =tit ire ri typ., see LD-I r -- _ flush condition t ' J YP• r � legend O LL z r r, $ bicycle rack P lant bedUj building above tYP• a _ L. - LD-i Y with conc. r. r r n— begins here / 8'� r footing m r i. plant bed with 4 4 r - below w LD-I granite curb plant bed - pavers p , typ. . ,I Q with granite _I 5 neatly saw curb LD-I granite bench, typ. ; O / cut ex. conc. u 05 T 4 r c pavement b 4 zz for plant bed � 9 i { crosswalk and flush z N a ao i granite curbing,g, see -{- LD-i special concrete _ unit pavers, typ., J Q 4� , �� �� � r >Z z �, civil engineering � b / see legend t : , �r° I J,Iz_ -° ;r 7 t ` z?I drawings for layout, '' rn� plant bed 6r, lr T 4 crosswalk per City V Q 1 /h th gra [t standards 11 ' L1J {� s r D Q F _ I so lant bed r � ( 9 'T'I Irr lra ftf bench t 1 i L -"t' l I � !rJ t [th r I , 4 �i =r Project#: 18007 Date:02/22/2018 i curb YP• Drawn by: TN Reviewed:BH brick pavers, tyP scaie: "rrr_] I ; O.B. �<, �. r 1 � �r -� .i Y_-' t r ,.c r'. „r„1.,2 ] � f r ������ 1� i. _ �I rx�= - � see legend S .I 4SZrLill'l rt L .-SZ"' ��1;t1 � i F=7 LJ -�. '[_ "i.:. �r. r a sri�j-�+ a. ]I r .J �.2". Revisions: SJ t L ir.r r+r ltJ ] rTl.r+� I�"3�,.�.L1 1-,-�,C r"_T'.'L S�'�[�1j3t..+] r " ; K entry drive, see civil 1 OD city comments y transformer screen see architectural drawing 144 ,rf � 3--- �r � }` �, a ;.{. 1 •}: rr " :' „} ; }' :'r}'{'G� , '" -it flush granite curb at r� fl . 1 = � sidewalk, see civil engineering drawings Ur ri r r H 1: h fJ 1 r wr4i ��CQI TL 2 granite step LD Q t3 U hotel entrance, see Earchitectural drawings a) w r -CF) Matc -__ _ '' ���� 1I Math ° r VWW O rn SCALE: I"= 10'-0" Line � � B 0 5' 10' 25' Line 1 ©Verdant Landscape Architecture a '41 11." k5 VERDANT Y . Y LANDSCAPE ARCHITECTURE x 9 — 318 Harvard Street,Suite 25,Brookline,MA 02446 Verdant Landscape Arch itecture.com 617.735.1180 ( ir r — LOCUS PLAN: NTS ,s k t� ti L. tr r�r�I ''hy t.;� .,,,mod � !�' ,� +{• r: OWNER - ,� Dodge Area, LLC (: c/o Opechee Maic T S M at h Construction Corporation Line rS Line B L brick pavers, typ., see legend LYCt.;.4 ��LY I I t: 1— 1 M L � ^ M , S r1'I � Lanz W --I ) z w LzT Y IL W r brick paving ends V at edge of 0 g architecture O O concrete 0 pavement, see Z + civil engineering O drawings, typ. Frr—nn Q Q Z CC� -- = L W v) J F- - ---------- Q Q Q vertical granite curb, see civil engineering drawings, typ. Project#: 18007 Date:02/22/2018 —__ Drawn by: TN Reviewed:BH _ align face of planter Scale: 1"= 10'-0" curb with back edge I sidewalk curb Revisions: 05/09/2018 City Comments O � i � / I i r. w -- --- - L typ. \ r� o 6 a o -- - --- -- — - - p -- i 6" width conc. Q plant bed pavement between � I i sidewalk curb and p raised planter curb Q concrete pavement, see crosswalk, see civil civil engineering engineering drawings, typ. drawings, m CD o DODGE STREET COURT 0 SCALE: I"= 10'-0" rn c Cn 0 5' 10' S ©Verdant Landscape Architecture r ?�Yaws • �'YT .4 VERDANT Z . e LANDSCAPE ARCHITECTURE • •• — 318 Harvard Street,Suite 25,Brookline,MA 02446 ' Verdant Landscape Arch itecture.com 617.735.1180 i + • - P� :. LOCUS PLAN: NTS nf-3 IC-3 sh-13 sh-5 Is-36 + - �n sh-12 \a; + ,. .�- HA_ PLANTING NOTES + 3 approved b the Landscape Architect prior to arrival on the site. JV-4 I. All plant material shall be app o y p p g ;'y ` � m-16 + _ IC-6 2. All plant material shall conform to the guidelines established by "The American Standard for Nursery Stock", published by the American Hort. OWNER �— am-I Dodge Area, LLC Is-30 + 3 3. No substitution of plant species will be allowed without the written approval of the Landscape Architect. Any proposed substitutions of c/o Opechee ca-8 V-3 plant species shall be a plant of equivalent overall form, height and branching habit, flower, leaf and fruit, color and time of bloom. Construction Corporation J sh-12 + - HA 4. The Contractor shall locate and verify all utility line locations prior to excavation for tree pits and report any conflicts to the Landscape IM / Is-24 Architect. of-2 5. All plants shall be laced in their approximate location b the Contractor. The Contractor shall adjust the locations as required b the P P PP Y 1 q Y Landscape Architect. Trees shall be placed first, then shrubs, then perennials and last, groundcovers. Final locations must be approved by the r +' IM_ Landscape Architect prior to planting. sh-13I�'ll HA 6. The rootballs of trees shall be planted 3" above adjacent finished grade. The rootballs of shrubs shall be planted 2" above adjacent finished IC-6 grade. The rootflare of perennials shall be set at the level at which the plant was growing. r�� : ca-9 7. All planting to be done under the full time supervision of a certified arborist, nurseryman or licensed Landscape Architect. am-7 8. All plants are to be thoroughly watered after installation, at least twice within the first 24 hours. W gm-14 JV-3 9. The Landscape Subcontractor shall coordinate with the General Contractor and Site Subcontractor all the requirements for subsoil testing and v HA ] }v v ] vP v o VP } ( } } }] o v o v ] vP } ] o u ] ] ] v Z Contractor to perform required testing, subsoil and topsoil preparation does not relieve the Landscape Contractor from the requirements of O IM the work as set forth in the specifications. J L1J MIN. sh-9 ; ,_ of-2 PROPOSED PLANT LIST W IM SYMB QTY BOTANICAL NAME COMMON NAME SIZE NOTES DECIDIOUS TREES HA AC 6 Amelanchier canadensis Shadblow Serviceberry 8-10 ht. b&b 4-6 stems max. LJJ JV-3 Is-18 gm-13 (Substitute Amelanchier grandiflora 'Autumn Brilliance') AF 8 Acer x freemani 'Armstrong' Fastigiate Armstrong Maple 2.5-3" cal. b&b 0 UA-5 BN 2 Betula nigra Cully Heritage River Birch 2.5-3 cal. b&b NS I Nyssa sylvatica Black Tupelo 2.5-3" cal. b&b am-6 QP 6 Quercus palustris 'Pringreen' Green Pillar Pin Oak 2.5-3" cal. b&b IC-7 UA 7 Ulmus americana 'Valley Forge' Disease-resistant Valley Forge Elm 3.54" cal. b&b z CL sh-7 SHRUBS O Q ca-10 CA 42 Clethra alnifolia Summersweet 24-30 ht./5 gal pots r n HA 21 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 5 gal pots lJ < z IC 22 Ilex crenata 'Lustre' Japanese Holly 24-30" ht./5 gal. Z IG 43 Ilex glabra 'Shamrock' Shamrock Inkberry 24-30" ht./5 gal. _ IM 6 Ilex meservea 'Blue Girl' Blue Girl Hybrid Holly 36-42" one male v) LU z JV 15 Juniperus virginiana 'Grey Owl' Grey Owl Juniper 18-24" spd. pots Q Q PERENNIALS, GRASSES, + GROUNDCOVERS a" ac 13 Astilbe chinensis 'Purple Candles' Purple Candles Astilbe I gal. am 86 Achillea 'Anblo' Anthea Light Yellow Yarrow I gal. ca 113 &D 0 D P DJ UR VWL V D F XW LNeatheR Iced Grass . D U 0 ) 2 gA. U V W H U Project y 18007 Date:viewed: B2018 m 109 Geranium macrorrhizum 'Bevans' Bevans Variety Geranium I al. 2' o.c. Drawn by: TN Reviewed:BH IG-43 g � g scale: t"= to'-o" QP-6 hm 4 Hakonechloa macra 'Beni-Kaze' Japanese Forest Grass I gal. hp 41 Heuchera micanthra 'Purple Palace' Purple Palace Coral Bells I gal. pots Revisions: is 19 Imperata cylindrica Rubra Japanese Blood Grass I gal. 05/09/2018 City Comments a+/%,+ _ ++ Is 235 Liriope spicata Lily Turf I qt. pots + + - ++ of 18 Nepeta faasenii 'Walkers Low' Catmint I gal. + _ + _ sh 77 Sporobolous heterolepis Prairie Dropseed I gal. 15" o.c. ' Vm 300 Vinca minor Periwinkle w _ Vm-15 I qt. pots AC-3 NS-- - - Vm-150 Q - U AC-3 + E .�+ = + .FYI Vm-110 \ill\` NVn /110 — O gm-36 VJ CA-33 257 + �rl/ w,��"I i, ++ 4 STORY APT. BUILDINGF BY BRICK FACADE & CONC. FOUNDATION '"" = ' ,c+`I'/g+ r ' ++ ++ RD. RAIL ---- -RET.--WALi- 1. 11 DODGE STREET COURT SCALE: I"_- 10 0 O as — I CH.LK, FCE. 0 5' 10' 25' c Cn CU I ©Verdant landscape Architecture } i�T `I�-`�• r r VERDANT rz s LANDSCAPE ARCHITECTURE -- TON STREET =t t i = Verdant Landscape au a ArchitectuMe.om G318 WAS 617.735.1180 AlII _ =I r �.. 9 } a� t��{"�} of-2c � r j _ ___._-- r,1 ,' t#jl•tl;tf 4��. {1. r °`17� j� f{'f ,, r I : I I I � 1 I �t. 11 ♦'�rl'7.t'1-'�"�}t�l �}`l IJu , .t 1 t I -I - _----__-- -� I ';•l�� f � 4 �r �#-,� .� F t f I l� rlli, �,' y ,�� 'r I } , �'j '' I i — ( _- --- I, ✓ r r -�;x �: r �/,<� 0. kill <-., .-.....� I I II ---r---�-- I -�---- ✓r'.7 r cif< lr<, .��I ,EAU .-. • lam• � �, �-- I � —_ -- �If �., � � ,c,y y .z., ✓! 2>'< .i1;; r �_ . ,. � -'1'"._- I I I __._._.-.-. � I � �. � /�-•— •a �`. ...::.. ,��r<`✓v � r',�.�.y,, yr„^.... � , � //✓Y`✓i r i/ .<CS? :n.1�4 /Y� r�! � r :,<rl .�%'Y ;�✓ r ,.`l rcrc r { Y, : I ��i ' ____-. I .N'k.'�f I ... ,.... /+'� �. � r. ;., >' r,r ,.r r lc F. '�: :Y �'y' r'S Y n 1 y ,.S F _. � . `t �l`, �. :. 'a _ ,_......, �. ,... / 1 r, S/r ,. ✓ref ..^,`' r h`:>, ✓ > rr LOCUS PLAN. NTS v f �,_ >. �'�; ✓ rv. z. t �Z , � ,., a 1 J .�, y .;,: ,,,: , Jar rz t � v^S a_rrT t ✓ Y.� ,,,y:S S✓ -,��� ..,<;1 l!. >,r.Z�. • !� .N, ^nr. ./r.• .,f.- /. I 4,'F I r ni Y ✓L , rS" r ,r ti x .-�' < y.; .Y rLo�ar + ✓• �, / ;r r < GC. / r 'i� r-� r rr of 3 .�. 'r l < j ( ...1 .. :�. .. .,.. ,.,.. , ... :'... _ .,, G,,,c : 1. r ,. r<„ •� .� r> n. </ Y_ Ca I I a 1 , , Is-16 ,r Y 5 ,... + > /. >�r r r � ,>/,, %.�..... .,,, ..,. :. r v r^r y > :-�✓,.. ,^:,.,; -rS..�. ..r ,} ' ti iZ ,'i >'Z'-..,h -. _ r l: r - Ir vC. L: of z m- >�. 8 _- .... •';• :i .c,f it .. 1,,...1_ � ..'``c <r. `. �p y ,,,r.;�e y,�,.:^5 ,.�., ✓vC�< „<.L ca $ ee p _.. . . .... ... a: q , � ,. { � .. Y,•,'<. r r .w vY,✓. q,C' f '�' f r.>: >',^>y:,ti r•✓'��,,..rr ca-7 S *4 .c. 'I .J�•.��. 1 _. .� -:,- r �: �....t i _!,+ I I: •- .,.f: ,-. .',.,.,,,,.w�.a>,,..\T„ ✓Jf .;�,. .,v Fr' +II 1' �1 ..{. �.�:. ,4<r•(`!.;Jv ,;•N ,'j �✓y/'.,r>'r�4 vS ✓vS, of t t fir: .,.<•.., fs r,. ` _ - + .,Y�'l 1;I, }'> 'fit .r•S,<,,y <1 ,.✓„ <<"<, :;.:�.rr "r < L I$-I y: ✓'y r it^, I -__ - -I,. I t :•,r.�..> :,,�, .,�!s ..^�� ,<,',; <,<'C���y r,j Y { I.<,r, yj, <, -v dr _._ am c am-4 -6 a-8 I < HA 5 am-6 ca-I3 x, - _ gm-8 am-8 ' ,; rr kill of-2 Tr'j�t,��ttr-r�3 + + r r r''iLis I X �r 1 ca-I I r, HA-5 OWNER Is-1 11 Q Dodge Area, LLC c/o Opechee hmonstruction Corporation gm-7 r zr1rTr r - p 4 C C AF-I M h -13 BN 2 .. p x 7 _ is-I0 _17 -9 `I • • • • center of 4 am-5 plant,}� remove damaged branches and Ix` ac-8 P + `/P' p� i_ � second leader(s) �.� r =r _ mulch � Is-36 ea 7 • • • crown of roots shall be 3" I r j + r r, h I 0 higher than finish grade y p- �� . ,. UA , O ropes at top of rootball _' + s + ,. am-8 shall be cut, remove ; +r � — ca-4 • • • • top I/3 of burlap, r -�1, �� + D non-biodegradable L 11 + twine shall be totally Ys + PLAN Typ.on center(o.c.) spacing — removed Spacing as indicated in the plant list 77 U settled bark mulch 3"min. I a t}i} +Y:,`I r : •:,1:.lii and shown on the drawing F E • - a "saucer with pant R mix 3"finish grade, 1i1r {}i1#l`il li{f ' Uj 9 N plant bed ® r - mulch to cover 11 r_.I I I I I a l f " ' Ca-6 entire plant .E tIIIIIW l== \ lli-ul `'_ p V. -1i1_Ill-ll >% r �/ 11-1ll ,1=' plant mix,see specifications -r-i l r 7i l r_-� i e_ -'III -III-=111_ III- -III I U f= ��� am-7 N ll=Ll-llr II III III I_ =11 �1- I'll III=III III 11- II III Ilt ;l;i: bed, no mulch ill:__III III -;iI-III T. 11-I-_II ,I lil._III III_.Il -LI T(I III=! on branches, 1=I I 1-1 11=1I --1 1=_I I1-1 11=1I1-1 11=1I 1-1 11=1I -1 11=1I 1-1 I I-1I I--III—III-- I —III gently comp acted plant mix SCALE: I"= 10'-0" gm-7 ,� trunk,etc. subgrade ie-9 i—I O_w1 I —I I I Plant mix, see III=III I I=1 I=1 1=1 =1 1=1 I I-I I 4 0 5' 10, 25' > III—III—III—III—III=111_I11=III=III=III=III—III=III—III—III specifications — — — — — w hp-9 III—III—III—III—III—III—I I II—III—I 11=III=1I1=1I I—I I —I11= III=III=III=III=III=III=III=III-III-III-III=III= I I— subgrade 3x ball dia min. Q + SECTION note: provide wooden stakes(3 per tree) in windy locations and as + _� NOTE: Prior to planting, remove plant from container and comb out roots site conditions require,as directed by Landscape Architect rw^ or scarify edges to loosen girdled roots EVERGREEN TREE PLANTING — SECTION 1 0 GROUNDCOVER PLANTING — PLAN + SECTION 3 SCALE: NTS ,1 �i r O 5 SCALE: 1/2" = 1 '4' J� n z remove damaged z �C branches and CL 4-2 Z •` � second leader(s) O a' • triangulate shrub \1 : 7� plantings,typ. � 1 � / � L crown of rootball shall be Z � � O mulch around �= 3" higher than finish grade 1—' no mulch against crown w Z - - \ � LU I✓ center of plant,typ. settled bark mulch 3" min. Q • • • D= typical on center No mulch against crown 3: V) CL • D • (O.C.) spacing ropes at top of rootball see planting plan shall be cut, remove top 1/3 of burlap,all non-biodegradable Project#: 18007 Date:02/22/2018 PLAN material shall be totally Drawn by: TN Reviewed:BH remove damaged removed Scale: 1"= 10'-0" branches and suckers create saucer with remove from container topsoil 3 and loosen girdled or min. Revisions: root-bound roots //���/i�� ��i��i��\'/ 05/09/2018 City Comments Q �I I II I II I II I II II I I � ��/� I -1 I III-1I new soil, see J no mulch to be crown root ball to a EI —III %��� ���� ��\���\���\ I1=1I1=1I placed at root be I-2� higher than s N I —III—I I(— ������� ���/�\�/�\��� I I(= I —III specifications WI crown finish grade I—III—III-III \� \�j�j�j�j � � �, II-III=III=11 gently 0 2" min. plant mix saucer � —! _____— compacted o pack soil firmly —III—I i t—I I I—I I I—III—III-1 I I—I I I—I I —i 1 new soil o around the 3" min.settled root ball to bark mulch stabilize I I I I I I I I II I I I I I subgrade slope planting hole _ I I—I I I III—III—III—III-1 I—I I I I I I=I I I Q varies, lulllll' 111 _II and scarify surface — — — — — — — — �� III.. — "r II -" plant mix, see specifications Q 12 min. 11-III II r_17_= P P % I lil I subgrade Q I I— I I—III—I 1=1 1 1=1 1 1=1 SECTION 2xball dia min. I— E - `� DECIDUOUS TREE PLANTING — SECTION SECTION 18"+ball dia min. 1 „ , SCALE: 1/2 = I -0 0 4 SHRUB PLANTING — SECTION + PLAN ° SCALE: NTS RESERVED FOR FUTURE USE SCALE: NTS �- ©Verdant Landscape Architecture VERDANT LANDSCAPE ARCHITECTURE 318 Harvard Street,Sulte 25,BrookMe,MA 02446 Verdant Landscape Archltecture.com 617.735.1180 ll ?ct L s -i �,.,,,,-w� -, 1� Ir �Z_f t"41 � 11 �t•1�'{.,.1 r�S.Y T-ry`�rI�,Y�T�'� r Z J��'T'�1�1�r�', I-- • r L�'t L --r- 5,.� _ '_t ':C .. r • �=i r�z.... 7, r-x 1 C`r� *�"T`r''r _ r r ?' r r� .. .. • a r7�' Ix>� � c t�. r tiy��::y L .Ll�...�...�LI 2���� _x._� .- r � _- I • - ,-.. L -.i �t , ;` r-'1 T`x t Li "i^ Y{,q �r 1'' ���L �t r t- 1 r �c r L • y - ram. 1" I �2ri xrxr 7 I rLrt at r r.�,} t 41 �':' tr`c, � _ ra•-��-r'r � L�,r ti,�y � �1 ���.� �,'� �r flft .�;, �; ��+ �� ��r �k,� � :��' h!: trt: h � �,.� �l�'���,� �rt �1i}l � r•�,. �= -mot s !ri �,J•' r� rja �'1 � �,'. 'L �' � L�I I i>.a. r.a � �1 'i. .t� — i� !I`}1 r ��I ,-r ri.;`� 'If�r ,�[I" {j[[r ter� !i}y f• �,�� -{it};,� I } �t l fifV�� .1.}" fFaf:���i�,},� �L� rfi � _ I �f.: }�F � :� C�} # fi�il ��}� ir• �'f f�tt,i t ��, s �.�. �' � �7.�` ppit l!��rl �•�F�'�{�'�;.7 ry`� }N.; .r� r FI~z.fj,. �2- a rftt�-�Gi��r�i � Lil ����rff r� 11{ T,; _ .r�t 't, �' -� �.1 u'.4 �la t,L'' :7,. �`i; .: -%{'.�,._ '�, .'r i>.- , `t� f�► �:. -ri�+ I` � i _{+_� -.1(1 i' .r'41�t it u.., rN !t`i'���} J ��1;.•. I; t, _rt. ,".� � F'� )) �,.� .1 ti ,.�} "j.'; �H Ir•. 'l� (i � tt.��1 1 I �. t. � I� V-' '3..7 i. Y,.�j r} klr.:{ �f f f. i.} ��f1�: .� 7 ���-1^I r:l:. �l r .�1 li j�.{t;� rtll"11-• �`JII } F�,. I ��FI :{,��'�-' ��'� r.�r;• � fh ,� e FI t�J •�. 'I'� L!_- { �,., r: t '�' tlar'� ta'� �i�' l..i�. � I `;}.� r�r - y .Y e.� `- � �,i__ �L��+ '::-,., t,ir:.- �.i..�tT--�i a._ L .,rt'..-�- L�, t..,.Y. .._��. c:�is� i cr•`r'. �r-�t.:: .'?�_�r ,�.r�r,�.' = r�A � J 'r�� 'r`r. ,:� i s � .-.•„•.m., -..m.. -- L I trr z.r'ti ''� rr �� � w r a f LOCUS PLAN: NTSTIT rr 1Il L tri , . . OWNERi t1riz Dodge Area, LLC t c/o Opechee r� Construction Corporation Lr trt i _ T_ t �L 7 lZ T Y TL r :TS ` r`l r, _ =r t-- r 'L r Ot cl r r L1J t_ m t � .rI Or mL 11A1 �r m J /J W f� L 1 1 1 t 2-7 -� 'r IQ� 1 + L1J o O O �- __ Q Z + O Q V) LU CC. � W Project#: 18007 Date:02/22/2018 -- - - — Drawn by: TN Reviewed: Scale: 1"= 10'-0" Revisions: 05/09/2018 City Comments .� UA-I Is-12 z J I W C� 0 I - O Cl) I Q U aEi a� o DODGE STREET COURT SCALE: V= 10'-0" 0 0) c 0 5' 10' 25' ca c Verdant Landscape Architecture Notes: Permeable pavers shall be the"EcoPriora"by Unilock or permeable concrete unit paver, Note: approved equal. Note: see materials and layout plans - See Legend on Materials -See Legend on Materials and for patterns - See Legend on Materials concrete unit paver, see and Layout Plan for paver clay brick pavers, see materials Layout Plan for colors. and Layout Plan for paver materials and layout plans for selections. and layout plans for patterns selections. patterns hand tight joints,typ. p VERDANT VWV swept crushed stone aggregate in hand tight joints,typ. hand tight joints with polymeric joints per specifications sand swept between joints, sand swept joints manufacturer's LANDSCAPE ARCHITECTURE P 1 tYP _ — I"coarse washed sand setting bed instructions sib Heard street,sub 25,Brookline,MA 02446 Spread 2" layer Of 4 or Stone " P N �, Verdant Landscape Arch itecture.com g _ �''� �.��� ;> :, a � - and compact coarse washed sand setting bed I coarse washed sand setting bed — i�� i i" � ' �- � t �r,a � ������ �, � �����.>�� _ � i„ 617.735.1180 - r 3.1 — mom spread " layer of or stone spread layer of 4 or i stone clear crushed stone - Y 4 N e �a� rr, 4 (V and compact and compact - -- Qo p —BO 4"clear crushed stone I —I i I-=III -III—) ;_; ,_I filter fabric, per paver - - 4clear crushed stone _ _ _ _ _ manufacturer s instructions El I = = = filter fabric, per paver I=I I M I I=I I IM 1 compacted subgrade — — — — manufacturer's instructions BRICK PAVERS - SECTION 2 PERMEABLE ,CONCRETE UNIT PAVERS CONC;, UNIT PAVERS - SECTION 7 SCALE: 1 "= 1 '-0" SCALE. I = I —0 SCALE. 1 — I —0 3 RESERVED FOR FUTURE USE SCALE: NTS pavement, material varies, see materials plan i 1J-; tl�gM c. =f 6"x18n granite curb,4" exposedrfl^,f" r� vertical granite curb I A a A pavement, material 611 varies, see materials /I plant bed, see planting plan, t a pan I I� provide min. 12" planting mix `. ®•`� d a<n e III—III— -• III- - ��t r + ��,;y ' -1 I III I .,, .. III—III—III—III-1T_I-1 x ° I—I Imo—III—III-1 I concrete cradle V OWNER crushed stone 6��compacted -- - -- - — s Dodge Area, LLC _ c/o Opeche � 11-11 — Construction Corporation ;. Ring = I_ — by Landscape Forms A-A Typ.Section = — - - _ .` Kalamazoo, Michigan, _ L% or approved equal. 8 BICYCLE RACK A SCALE: NTS GRANITE CURB AT PLANTERS - SECTION 4 SCALE: 1 " = 1 '-0" 0 varies, see civil W+ NOTES: grading plan F- -- I. all exposed edges of �{� 1'-2" granite bench w -� granite shall be sawn I (match finish/profile and thermal finished. of cornerstones) corners shall be eased. In 4 2. see materials and layout FG O plan for lengths. where —JI granite turns, separate concrete cradle at w blocks shall meet ° % joint near adjacent W perpendicularly. joint = granite curbing f 0 shall be tight and neat. ;-, �r� <r_ dense graded �3. color and veining shall '� -„ , crushed stone w "Lily" match granite steps. b Victor Stanley SECTION - '' compacted subgrade V J y y 4. submit complete shop _ Dunkirk, Maryland, drawings for approval O Q BENCH or approved equal. prior to fabrication. 0 I--- g SCALE: NTS w LU 5 GRANITE BENCHES - SECTION z w SCALE: I/2E — I —0 F, Q a- 0 Q Z U � I' I' full depth granite risers cry w Q J z < varies, see Civil Engineering , Grading Plan pitch Project#: 18007 Date:02/22/2018 �/ _ Drawn by: TN Reviewed:BH III ( i N Scale: 1"= 10'-0" - 00 y {�C Revisions: , ,-,- _ mortar setting bed , 05/09/2018 City Comments concrete footing r _ I compacted crushed stone subbase (D - - O —ill I -i O - 0 compacted subgrade = Notes: Q I. Steps shall be saw cut with thermal edges and eased corners. 2. See Civil grading plan for elevation, height, and number of steps. 3. Handrails, both sides, where more an two (2) steps are Q Ha drails shall h match building handrails. See Architectural Drawings. U 4. Submit complete shop drawings of steps and handrails for approval. E m GRANITE STEPS - SECTION 6 SCALE: 1 " = 1 '-0" 0 c 0 rn c U c� } ©Verdant Landscape Architecture ,, _ r _- --- -- - ._--- -.---,-_ ---,_.. ----_- - --- ... -- i . 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OVERALL LEVEL 1 FLOOR PLAN ELEV. 4.0'' IS 5!,& 16 PLAN N 1 ins _ r-o• W z C',8 0 UJI w z I CL cr J w A wz 0 0 . 0 w PROP METERED D OR PARKJNG SPACES p co w z 0 0 PROP 10" WIDE CROSSWALK rJ I 4 r -Ji J A-� I:Z� T J FYI PROP -XIWIDE' - 7- 7 7,1, 777, t N, fill— �A ? 4� J A ��EN AC B LOW t .t NT JP 7� "'s, N� 'INN, ks > A41 Z, W OR LEFT LANE MULT y U S7 MUST All N, TURN LUT cf) Nl MD R3-7L Nd x3c, N7 P T ?r - --------------- ------ 4-1 h" U) W i®r L----------- ..... U) F Yl- 4-1 M 'y C M J� 0 0 NNNsN. 4-0 ��na y `NN1 M (D -4 r T H OTEL SPACES 4 N�r �L Xj8'r BELOW ��-ST RY 7 E'(S PR P METERED CA) Arr PAR ING SPACES WxW) CIS MULTI-STORY M XED K! G PAR AR J: S 01 0 L w LA t-ll- AL� SPikkel�-%#E S L�T )NIL co Ct fA U t�K TU E-L EXIST CU "M EXIST PWRKING- c-;TR!f'P- R, 4 ORDE'R T0 kFE1 ("TTHE f�,E: .IV T i.jStlll L OF EXIS 7 NO RKING�OACE % T f J -: 7 5,tproU BLE�H6. 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