Meeting Documents And Zoom Info 4-3-2024 379 CENTRAL STAMFORD_ARCH-G-1.00-00.PDF 379 CENTRAL STORMWATER MANAGEMENT STATEMENT.PDF 2024 03 01_375-379 CENTRAL AVENUE_PLANNING BOARD REVIEW.PDF FEBRUARY 7 2024.PDF ZOOM DETAILS TO USE FOR PUBLIC ACCESS.PDF 134 N 17TH ST FILED DOCS AND PLANS.PDF 379 CENTRAL -00 REV 2.PDF 379 CENTRAL AV_COLOR_ELEV 2023-11-10.PDF 379 CENTRAL AV-01 WB-40.PDF 379 CENTRAL AVEPRELIMINARY AND FINAL SITE PLAN.PDF 1. Documents:� CODE ANALYSIS & LIFE SAFETY/EGRESS PLAN 02 SCALE: 2 LIFE SAFETY NOTES N/A McDonald's USA, LLC TB CDG AS NOTED OF E. ORANGE 375-379 CENTRAL EAST ORANGE, NJ 07018 SITE ID#: 029-0514 NSN: 11859 21MRP06 DP 12/01/23 PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF LICENSE NO. EXPIRATION DATE: NJ 21AI02266600 07/31/25 The Architects, Incorporated Chesapeake Design Group 419 North Charles Street Baltimore, Maryland 21201 t: 410.837.3622 f: 410.837.3621 G-1.00-00 SCALE: 1 CODE ANALYSIS N/A SCALE: 2 LIFE SAFETY/ EGRESS PLAN 3/16" = 1'-0" WALK-IN COOLER/FREEZER CREW ROOM STORAGE EXISTING RESTROOM 59 SF/ 150 = 1 OCC DINING EGRESS TO GRADE EGRESS TO GRADE EGRESS TO GRADE EGRESS TO GRADE EGRESS TO GRADE CODE INFORMATION & LIFE SAFETY PLAN LEGEND EXISTING RESTROOM MGR OFFICE 69 SF/ 150 = 1 OCC KITCHEN 1,357 SF/ 200 = 7 OCC > > > > > > REMOTE POINT REMOTE POINT 437 SF/ 300 = 2 OCC STANDING 17� STORMWATER STATEMENT for Proposed Building Expansion Prepared for: McDonald’s Corporation 375-379 Central Avenue (C.R. 508) Block 423, Lots 10 & 12 City of East Orange Essex County, New Jersey Prepared by: 30 Independence Boulevard, Suite 200 Warren, NJ 07059 908-668-8300 ________________________________________________ Bradford A. Bohler, PE New Jersey Professional Engineer License No. 47421 NJ Cert. of Authorization No. 24GA28161700 March 2023 (Last Revised: February 2024) BENJ #: J220407� Table of Contents 1. Introduction ........................................................................................................................................................... 1 2. Existing Site Conditions ...................................................................................................................................... 1 3. Proposed Site Conditions ................................................................................................................................... 1 4. Quantity Reduction .............................................................................................................................................. 2 5. Groundwater Recharge ....................................................................................................................................... 2 6. Water Quality ........................................................................................................................................................ 2 7. Pipe Sizing ............................................................................................................................................................ 2 8. Soil Erosion and Sediment Control ................................................................................................................... 3 9. Non-Structural Stormwater Management Control Measures ........................................................................ 3 10. Conclusion ............................................................................................................................................................ 3 Appendix A. Pipe Sizing � 1 1. Introduction The subject property is located at 375-379 Central Avenue (C.R. 508) in the City of East Orange, Essex County, New Jersey. The property is identified as Block 423 Lots 10 & 12 on the City of East Orange Tax Map. The overall subject property is approx. 45,679 SF and will hereafter be referred to as “the site”. The scope of this study includes analysis of the existing drainage characteristics of the site area compared with post development drainage conditions. The construction of these improvements on the site will increase the impervious area of the site by approximately 491 SF, increase the Motor Vehicle Surface Area (MVSA) 170 SF, and will disturb approx. 13,068 SF. The NJDEP defines “Major Development” as any “development” that provides for ultimately disturbing one or more acres of land or increasing impervious surface by one-quarter acre or more or increase motor vehicle surface area by one-quarter acre or more. Therefore, this development does not qualify as a major development per NJDEP. 2. Existing Site Conditions The existing site that is being analyzed includes 36,777 SF of impervious area, 28,042 SF of MVSA and, in the existing condition, contains a McDonald’s Restaurant with drive-thru, concrete sidewalk, curbs, and asphalt parking areas. The site’s existing drainage pattern contains one drainage area in which runoff sheet flows into existing inlets throughout the site and is conveyed underground to the Central Avenue Right-of-Way conveyance system. 3. Proposed Site Conditions The post development conditions include a building expansion in addition to replacing concrete sidewalks, curbs, and asphalt parking areas. The post-development increases the total impervious area on-site by 491 SF and the MVSA by 170 SF. The proposed site is designed in a manner that maintains the existing drainage pattern allowing runoff to flow into the existing drainage system. � 2 4. Quantity Reduction The NJDEP Stormwater Management Rules dictate that the runoff quantity reduction standards (N.J.A.C. 7:8-5.6(a)) apply only if there is a net increase of 10,890 SF (0.25 Ac.) or more of impervious surface coverage, a net increase of 10,890 (0.25 Ac.) or more of MVSA, or if there is a disturbance of 43,560 SF (1.00 Ac.) or more of land area. The project as designed will involve the disturbance of 0.30 Ac. (13,068 SF), an increase of 491 SF (0.011 Ac.) of impervious area, and an increase of 170 SF (0.004 Ac.) of MVSA. Therefore, water quantity standards do not apply. The increase in impervious surface coverage will cause a de minimis impact to stormwater runoff on site. 5. Groundwater Recharge The NJDEP Stormwater Management Rules dictates that the groundwater recharge standards (N.J.A.C. 7:8-5.4(a)) apply only if there is a net increase of 10,890 SF (0.25 Ac.) or more of impervious surface coverage or there is a disturbance of 43,560 SF (1.00 Ac.) or more of land area. The project as designed will involve the disturbance of 0.30 Ac. (13,068 SF), an increase of 491 SF (0.011 Ac.) of impervious area, and an increase of 170 SF (0.004 Ac.) of MVSA. Therefore, the groundwater recharge standards do not apply. 6. Water Quality The NJDEP Stormwater Management Rules dictates that the water quality standards (N.J.A.C. 7:8-5.5(a)) apply only if there is a net increase of 10,890 SF (0.25 Ac.) or more of MVSA. The project as designed will involve an increase of 170 SF (0.004 Ac.) of MVSA, therefore, the water quality standards do not apply. 7. Pipe Sizing The proposed Stormwater Conveyance system will discharge into a proposed 15” RCP pipe within the existing yard inlet located at the south east of the property. The 15” RCP pipe, as shown in the calculations, has adequate capacity to convey the runoff from the proposed conditions. � 3 8. Soil Erosion and Sediment Control The Soil Erosion and Sediment Control plans and details are included within the Site Plan documents prepared by Bohler Engineering and must be followed throughout construction. Sediment tube, stabilized construction entrance, a temporary stockpile and inlet filters are proposed during construction. This report and the Site Plan documents prepared by Bohler Engineering are being submitted to the Hudson Essex Passaic Soil Conservation District for approval. 9. Non-Structural Stormwater Management Control Measures In accordance with the NJDEP regulations and the latest New Jersey Stormwater Best Management Practices Manual, several non-structural stormwater management strategies have been incorporated into the design of the site and are listed below:  Vegetation and Landscaping: A comprehensive Landscape Plan has been incorporated into the design of the proposed improvements on the site that provides low maintenance landscaping. The use of lawn areas has been minimized where applicable and fertilizers and pesticides are to be used sparingly.  Native Ground Cover: Native plants including ground cover, shrubs and trees instead of turf grass have been proposed as part of the landscape design for the site. The native plantings will also require little or no irrigation once they are established.  Minimize Land Disturbance: The proposed design of the site incorporates the preservation of the majority of the existing vegetative areas which will remain undisturbed.  Impervious Area Management - Streets, Sidewalks, and Parking, Driveway Areas: As part of the proposed site design, the minimum allowable parking and drive aisle sizes, in accordance with local ordinances, are used in lieu of larger stalls and aisles to reduce the amount of impervious surface in the post-development condition.  Preventative Source Controls: The proposed development complies with this strategy by providing dumpster area located on site. 10. Conclusion In summary, the proposed site improvements illustrated on the drawings prepared by Bohler Engineering NJ, LLC meet the requirements set forth by all reviewing jurisdictional agencies and the NJDEP Stormwater Regulations. The existing drainage patterns, runoff rates, groundwater recharge and water quality are being maintained for the site. Our office anticipates no negative impacts to the surrounding areas. G:\2022\J220407\Admin\Reports\Stormwater\2024.02 - Stormwater Statement (Rev. 1)\2024.02 Stormwater Management Statement (J220407).doc � 4 APPENDIX � 5 PIPE SIZING � Date: Project: Project No: 30 Independence Blvd, Warren, NJ 07059 Calculated By: AP (908) 668-8300 Checked By: AS Manning's Equation Design Parameters: Pipe Diameter, D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 in Pipe Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVC Slope, s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 % Flow Depth, y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL Calculations: Cross-Sectional Area, A = D 2 /8 [  -sin(  )] = . . . . . . . . . . . . . . . . . . . . . . . 0.79 ft2 Manning's Coefficient, n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.010 Hydraulic Radius, R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.25 ft Angle,  = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.28 radians Wetted Perimeter, P = D /2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.14 ft Flow Depth, y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 ft Flow Top Width, T = 2[y( D -y)] 1/2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.00 ft Gravity Constant, g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32.174 ft/s2 Froude Number, F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.00  Flow & Velocity: Flow, Q o = . . . . . . . . . . . . . . . . . . . . . . . . 4.63 cfs 2.99 MGD Velocity, V = Q/A. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 5.90 fps n 1.486 ꞏ R 2/3 s 1/2A 3/23/2023 J220407 McD's East Orange Subcritical Flow� Date: Project: Project No: 30 Independence Blvd, Warren, NJ 07059 Calculated By: AP (908) 668-8300 Checked By: AS Manning's Equation Design Parameters: Pipe Diameter, D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 in Pipe Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RCP Slope, s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.50 % Flow Depth, y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL Calculations: Cross-Sectional Area, A = D 2 /8 [  -sin(  )] = . . . . . . . . . . . . . . . . . . . . . . . 1.23 ft2 Manning's Coefficient, n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.013 Hydraulic Radius, R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.31 ft Angle,  = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.28 radians Wetted Perimeter, P = D /2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.93 ft Flow Depth, y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.25 ft Flow Top Width, T = 2[y( D -y)] 1/2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.00 ft Gravity Constant, g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32.174 ft/s2 Froude Number, F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.00  Flow & Velocity: Flow, Q o = . . . . . . . . . . . . . . . . . . . . . . . . 4.57 cfs 2.95 MGD Velocity, V = Q/A. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 3.72 fps n 1.486 ꞏ R 2/3 s 1/2A 3/23/2022 J220407 McD's East Orange Subcritical Flow� Memorandum 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com TO: City of East Orange Planning Board FROM: McKinley Mertz, PP, AICP Bailey Surbrook, Associate Planner RE: McDonald’s Corporation 375-379 Central Avenue Block 423, Lots 10 & 12 Preliminary and Final Minor Site Plan with “c” Variances DATE: March 1, 2024 As requested, we have reviewed the following application materials: • City of East Orange Planning and Zoning Board Determination Form, dated July 25, 2023. • A Land Title Survey prepared by Control Point Associates, Inc, dated May 9th, 2022. • 14-sheet Preliminary and Final Site Plan, prepared by Bohler, dated March 23, 2023, revised February 8, 2024. • 2-sheet Exterior Elevations, prepared by The Chesapeake Design Group, dated July 21, 2023. • 1-sheet Floor Plan, prepared by The Chesapeake Design Group, dated December 1, 2023. • 1-sheet Truck Turning Plan – WB40, prepared by Bohler, dated February 8, 2024. • 1-sheet Truck Turning Plan – Garbage, prepared by Bohler, dated February 8, 2024. • Stormwater Statement for Proposed Building Expansion prepared by Bohler, dated March 2023, revised in February 2024. Property Description The subject property is known as Lots 10 & 12 within Block 423, located at 375-379 Central Avenue. The property has an area of 45,679 square feet (1.049 acres) with approximately 247.95 feet of frontage along Central Avenue and 150-feet of frontage along Shepard Avenue. The site is currently developed with a single-story masonry building, which serves as a McDonalds, and an asphalt parking lot. The parking lot currently has 38 parking spaces and is accessible via both Central Avenue and Shepard Street. A two-lane drive through lane wraps around the rear and east sides of the building and allows cars to exit onto Central Avenue. Existing trees and shrubs are planted around the permitted of the parking lot and within islands within the parking area. A freestanding McDonald’s sign is located at the northern corner of the property, facing the intersection of Central Avenue and Shepard Avenue. The subject property is located within the southern portion of the City within the fourth ward. The property is located approximately five (5) blocks west of the Garden State Parkway and is approximately five (5) blocks south of Interstate 280. The property is primarily surrounded by other low- and medium-density commercial uses and single-family residences. � Memorandum Page 2 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com Project Proposal The applicant is proposing to renovate the building and to expand the building’s footprint by approximately 287 square feet. The addition to the rear of the building will expand the footprint of the building’s walk-in cooler and freezer. A second addition is proposed for the northeast corner, which will expand the food preparation area to provide a food pick up window as well as a door to the Central Avenue frontage. The exterior of the building will be reclad with a combination of painted brick, stucco, fiber cement lap siding, and aluminum batten siding. Aluminum canopies will overhang above the building’s storefront and drive-through lane windows. In addition, the applicant is proposing various improvements to the existing parking lot and concrete walkways immediately adjacent to the existing building. The site circulation is not proposed to change but the parking area to the west of the building will be restriped. The parking count will remain at 38 spaces. The landscaping plan indicates that the existing landscape is to remain and that any existing landscaping that is disturbed or damaged will be replaced in kind. In addition, the applicant is proposing to plant one (1) Bowhall Maple Tree to the rear of the building, and to plant ten (10) Spartan Juniper Trees to screen the proposed trash enclosure from adjacent properties. New wall-mounted lighting fixtures will be installed around the permitted of the building, but the existing site lighting (pole-mounted lighting in the parking area) is not proposed to change.� Memorandum Page 3 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com Aerial Map of Subject Property� Memorandum Page 4 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com Zoning The existing property is comprised of two lots – Lots 10 and 12 in Block 423. The existing site improvements, however, overlap both lots, functionally treating them as a single lot for bulk standards purposes. The subject property is located in the C-2 Gateway Commercial Zoning District where a full￾service restaurant is a permitted principal use. Building types permitted within the C-2 district are required to conform with the standards applicable to buildings in the C-1 district. The following are the applicable bulk standards that apply to this project. Applicable Bulk Standards (§51-87, §51-102, §51-103) Required Proposed Compliance Minimum Lot Area Existing lots shall be permitted to retain their size and dimension 45,679 SF (1.05 Acres) Complies Minimum Lot Width Existing lots shall be permitted to retain their size and dimension n/a Complies Minimum Lot Width No Requirements n/a Complies Minimum Front Yard Setback (§51-87) Existing front yard setbacks for existing building are conforming 28.6 feet (from Central Avenue) Complies Side Yard Setback 0 or >3 feet >3 feet (from Shepard Avenue) Complies 14.4 feet (from eastern lot line) Complies Minimum Rear Yard Setback 10 feet 101.9 feet Complies Maximum Building Height (Stories) 3 stories 1 story Complies Maximum Building Height (Feet) 35 feet 17.9 feet Complies Glazing Regulations (§51-87) No additional transparent glazing is required; however, the removal of existing windows is prohibited on all street-facing walls Glazing is proposed to be removed as part of the new addition to the northeast corner of the building facing Central Avenue (V) Variance Required (V) = Variance Required n/a = Not applicable� Memorandum Page 5 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com Off-Street Parking & Loading Required Proposed Complies? Zoning Standards (§51-151, §51-164 &, §51-165) Location of off-street parking and driveways (§51-151) Except for driveways to the extent required for ingress and egress, areas utilized for parking and loading space shall be positioned in the rear yard or side yard of any site. Parking is located in the side yard Complies Parking in the front yard area of any site is prohibited. Driveway Positioning (§51-151) The minimum distance between driveways shall be 18 feet. Minimum distance is greater than 18 feet Complies Minimum Number of Off￾Street Parking Spaces (§51-164) Eating and drinking establishments offering seating and table service, including luncheonettes, dinners, restaurants and taverns not offering entertainment: 1 space per 4 seats 63 seats / 4 = 16 spaces 38 Spaces Complies Minimum Number of Off￾Street Loading Spaces (§51-165) Restaurants Larger than 10,000 SF = 1 Space 4,619 < 10,000 SF = 0 Spaces 1 Space Complies (V) = Variance Required� Memorandum Page 6 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com Wall-mounted Signage Standards (§51-170B) Required Proposed Complies? Maximum Number of Wall￾mounted Signs 1 per street frontage 2 streets with frontage = 2 permitted wall-mounted signs (limited to a maximum of one mounted to each street facing façade) 3 signs (2 facing Central Avenue, 1 facing Shepard Avenue) (V) Variance Required Maximum Wall-mounted Sign Area 1.5 square feet per linear foot of building front 27.5 linear feet x 1.5 = 41.25 feet (facing Central Avenue) 110.2 linear feet x 1.5 = 165.3 feet (facing Shepard Street) Arch sign facing Central Avenue = 14 SF Arch sign facing Shepard Avenue = 14 SF McDonald’s sign facing Shepard Avenue = 33.64 SF Total facing Shepard Avenue = 47.64 SF Complies Maximum Wall-mounted Sign Width 90% of width of building front 27.5 feet x 90% = 24.75 feet facing Central Avenue 110.2 feet x 90% = 99.18 feet facing Shepard Avenue Arch sign facing Central Avenue = 4 feet Arch sign facing Shepard Avenue = 4 feet McDonald’s Sign facing Shepard Avenue = 16.41 feet Total width of signs facing Shepard Avenue = 20.41 feet Complies Maximum Wall-mounted Sign Height 24 inches Arch sign facing Central Avenue = 42 inches (V) Arch sign facing Shepard Avenue = 42 inches (V) McDonald’s Sign facing Shepard Avenue = 24 inches 2 x Variances Required Maximum Wall-mounted Sign Depth/Projection 7 inches Arch sign facing Central Avenue = 4 inches Arch sign facing Shepard Avenue = 4 inches McDonald’s Sign facing Shepard Avenue = 8 inches (V) Variance Required Maximum Wall-mounted Sign Clearance 7 feet >7 feet Complies Maximum Wall-mounted Sign Letter Height 18 inches McDonald’s Sign facing Shepard Avenue = 24 inches (V) Variance Required V = Variance Required� Memorandum Page 7 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com Variances Required 1. Excessive Maximum Number of Wall-mounted Signs: A building with frontage on two (2) streets is permitted to have two (2) wall-mounted signs given that each street facing façade is limited to having one sign, whereas a total of three (3) wall-mounted signs are proposed, two (2) of which are mounted on the façade facing Shepard Avenue and one (1) of which is mounted on the façade facing Central Avenue. 2. 2x Excessive Maximum Wall-mounted Sign Height: A wall-mounted sign is permitted to have a maximum height of 24-inches, whereas two of the proposed wall-mounted signs have a height of 42-inches. 3. Excessive Maximum Wall-mounted Sign Depth: A wall-mounted sign is permitted to have a maximum depth/projection distance of 7 inches, whereas one of the proposed wall-mounted signs has a depth of 8 inches. 4. Excessive Maximum Wall-mounted Sign Letter Height: A wall-mounted sign is permitted to have a maximum letter height of 18 inches, whereas one of the wall-mounted signs has a letter height of 24 inches. 5. Existing Transparent Glazing: Existing transparent glazing on existing buildings is not permitted to be removed if it is located on a street facing façade, whereas existing transparent glazing at the northeast corner of the building facing Central Avenue will be removed to accommodate the new addition to the building. Planning Comments 1. C Variances: The applicant requires c-variance relief for several aspects of this application. The applicant shall provide variance testimony that demonstrates how the request for relief may be granted based on one of the standards provided in the MLUL at N.J.S.A. 40:55D-70.c: a. Positive criteria: There are two types of c variances – the c(1) hardship and the c(2) flexible variance. i. The c(1) “hardship” criteria states that a “hardship” will occur if the variance is not granted. The hardship relates to the physical or topographical features of the property and cannot relate to financial or personal hardship. Hardship relating to the property can include: 1. Narrowness, shallowness, or irregular shape 2. An exceptional topographic condition� Memorandum Page 8 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com 3. Other unique conditions or features affecting the property ii. The c(2) flexible variance, or “broad c,” requires a finding that the proposed variance relief furthers the purposes of the MLUL and that the benefits of granting the variance substantially outweigh the detriments. b. Negative Criteria: The applicant must satisfy the two-prong test of the negative criteria: i. The variance can be granted without substantial detriment to the public good; and ii. The variance can be granted without causing substantial detriment to the zone plan. The applicant’s testimony regarding the negative criteria should address any potential impacts that the proposed variances may have on the surrounding area, as well as how the proposed development is consistent with, or in potential conflict with, both the zoning ordinance and the City’s Master Plan 2. We note the applicant identified a variance for sign area; however, based on the calculations of the wall on which each sign is proposed, no variance for sign area is required. The applicant shall amend plans accordingly. General 3. The applicant shall provide testimony regarding all changes to the subject property. 4. The applicant has not provided a lighting plan. New lights are proposed to be mounted to the exterior of the building. The applicant shall provide testimony confirming that the new exterior building mounted lights will adhere to the illumination standards in City ordinance §51-189, “Lighting”. The applicant is not proposing to alter the existing freestanding light poles on the site. 5. The landscaping plan notes that all existing landscaping is to remain and that any disturbed or damaged plantings will be replaced in kind. Some of the existing landscaping within the parking area does not comply with the parking lot landscaping standards outlined within the City’s ordinance. Any landscaping areas that are not in conformance with existing City landscaping standards are not proposed to be modified. 6. The provided site plan indicates that the applicant is proposing pavement repairs around the existing building which will impact the driveway that allows vehicles to exit the drive-through lane onto Central Avenue at the northeast corner of the site. The applicant shall confirm that they are not altering the dimensions of the existing driveways on the site. If the applicant is proposing any alterations to the existing driveways, they shall comply with §51-186, of the City’s ordinance. � Memorandum Page 9 of 9 236 BROAD STREET, RED BANK, NJ 07701 • TEL 732.741.2900 • FAX 732.741.2929 • [email protected] • www.HGAPA.com 7. The applicant is proposing to install three signs on the exterior of the building, two of which will be the McDonald’s Arch logo, and one of which will say “McDonalds” with cut-out lettering. The proposed signs match the existing signs but will be mounted in new locations on the building’s exterior. As such, although these signs require variances, they do not differ from the existing signs. Our office, therefore, takes no objections to the requested variance relief. 8. The applicant is proposing alterations to the parking area which will affect the row of parking spaces along the western side of the building. The site plans identify each of these restriped parking spaces to be a conforming 8.5 feet by 18 feet (with the exception of the ADA spaces, which are larger). However, the Parking Requirements table on Sheet C-301, the applicant notes that the minimum parking stall size that is provided on the site is 8.5 feet wide by 17.7 feet long. The applicant shall confirm that any 17.7-foot-long parking space is located in the existing parking area not affected by this application. Should you have any questions regarding the above memo, please contact our office.� CITY OF EAST ORANGE, NEW JERSEY East Orange Planning Board THEODORE R. GREEN, Mayor 44 City Hall Plaza East Orange, NJ 07019 REGULAR MEETING Via Zoom Meeting FEBRUARY 7, 2024 MINUTES I. CALL TO ORDER - 7:12 PM A RoliCall Present 1. Hon. Theodore R. Green, Mayor 2. M. Kivuitu 3. T. Gonano 4. L Onyeani 5. J. Hudson 6. A St Clair (arrived 7:20 PM) Staff 1. B. Hak Esq, Attomey Absent 1. Hon. Tameika Garrett-Ward, Council Liaison 2. E. Negron, Director, Property Maintenance 3 K Hall 4. D. Scipio B. Mr. Hak read the Sunshine Law for the record. C. Commissioner Kivuitu determined there was a quorum I. MEMORIALIZATION OF JANUARY 2, 2024, REGULAR MINUTES Commissioner Onyeani moved to approve the Minutes. Commissioner Gonano ‘seconded the motion. Page 1, Meeting Minutes, February 7, 2024  A roll call was taken: Ayes: Commissioner Ganano, Commissioner Hudson, Commissioner Onyeani, Commissioner Green, Commissioner Kivuitu Nays: None Abstentions: None ll. MEMORIALIZATION OF RESOLUTIONS Commissioner Green moved to approve Resolution PB794-23 580 Central Avenue, LLC/Mahin Hashemi (580 Central Avenue, Block 710, Lot 26). Commissioner Onyeani seconded the motion. A roll call was taken: Ayes Commissioner Gonano, Commissioner Hudson, Commissioner Onyeani, Commissioner Green, Commissioner Kivuitu Nays: None Abstentions: None IV. CALENDAR OF OLD BUSINESS NONE V. CALENDAR OF NEW BUSINESS 'PBI28-20: Second Extension of site plan approval, N.J.S.A. 40:55d-52 APPLICANT: 86 Washington Associates, LLC PROPERTY ADDRESS: 86 Washington Street (801/6) PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant was granted major subdivision, major preliminary and final site plan approval and bulk variance to construct a 57-unit multi-family dweling with surface parking. This sie is in the RO zone where this use is permitted. Mr. Jenkins shared since the approval, the applicant has revised and submitted the necessary filing documents, i's plans, architecturals in compliance with the resolution of approval, and are currently under review. He stated they have received their sole conservation approval and the outstanding items are out of their control. Mr. Jenkins shared that they've applied for multiple certificates and is currently awaiting approvals for the loading area, water treatment, sewer extension, and low proposed loading area but mainly the resotion compliance documentation that was submitted before getting to construction. Page 2, Meeting Minutes, February 7, 2024  ‘Commissioner Onyeani asked for clarification on whether or not Mr. Jenkins was resquesting additional time to wait for the City. Mr. Jenkins agreed. ‘Commissioner Kivuitu reiterated that Mr. Jenkins is waiting for approval for the projects such as the City's proposed loading area. He stated there's also other government approvals that are oustanding like a TWA and the BWSC but tis out o their control Commissioner Kivuitu stated that Mr. Jenkins were able to get in complaince with the engineering plans, architectural plans, project reports, as well as the sole conservation approval. He clarified that they stil have a few outstanding items, that's why they're requesting an extension. Mr. Jenkins agreed and stated sometimes it takes time and at no point are they dragging their feet, they're simply waiting for both local and state agency approvals. ‘Commisioner Kivuitu asked Commissioner Onyeani if their were any other questions for Mr. Jenkins? Commissioner Onyeani asked for clarification on how much time are they asking for an extension? Mr. Jenkins stated an addtional year which is permitted by the statute. Commisioner Onyeani asked if engineering could give an input? In terms of the City, is a year enough? Commissioner Kivuitu stated they're not dealing with just the City, I's also the state that their dealing with. In terms of the City, they ve satisfied and been approved for the engineering plans, architectural plans, they ve amended the project reports, which have been shown and sent out to everyone, and they ve received a sole conservation approval. ‘Commisiioner Kivuitu stated they have done their work to get atleast the things they can control but needs a one year extension to get the other tems. He then asked ifthe outstanding approval for the City is just the loading area? Mr. Jenkins agreed. He stated he was unaware of the approval for the plan, but is good news, Commisioner Kivuitu clarified it isn't an appoval but instead the plans have been revised and submitted by Mr. Jenkins which is in complaince. Mr. Jenkins concurred that they were submitted last year. ‘Commissioner Kivuitu asked Commissioner Onyeani and others if they were any other questions and or comments for Mr. Jenkins. Commissioner Onyeani responded no, let's move on. ‘Commissioner Kivuitu asked if their were any other witnesses. Mr. Jenkins said ro. Commisioner Kivuitu asked Commissioners if their were any thoughts regarding this matter before they vote. No questions or comments were presented. Page 3, Meeting Minutes, February 7, 2024  ‘Commissioner Gonano moved to approve the application for an extension. Commissioner St. Clair seconded the motion. A roll call was taken: Ayes: Commissioner Ganano, Commissioner Hudson, Commissioner Onyeani, Commissioner St. Clair, Commissioner Green, Commissioner Kivuitu Nays: None Abstentions: None Vi. REPORTS OF OFFICERS NONE VI. OTHER BUSINESS NONE Vill. COMMUNICATIONS AND CORRESPONDENCE The next regular Planning Board meeting is scheduled for Wednesday, March 6, 2024, at 7:00 pm via virtual meeting IX. ADJOURNMENT Commissioner Kivuitu moved that the meeting be adjourned, and Commissioner Hudson seconded. The motion was unanimously approved at 7:29 PM. Respectfully submitted by, Summayyah Abdool Recording Clerk Page 4, Meeting Minutes, February 7, 2024  Below are the Zoom details to use for public notice. When: Apr 3, 2024 at 7:00 PM Topic: Planning Board Hearing April 3, 2024 Please click the link below to join: https://us06web.zoom.us/j/87362311922?pwd=sjm5aVYoNUezZ5kgqKp7mtFZ3sPYxA.ruMIP6 cbNncqKcuU Passcode: 470362 Dial-In (Audio Only): (646) 931-3860 US (929) 205-6099 US Webinar ID: 873 6231 1922 Passcode: 470362� Aa < 2, PLANNING AND ZONING BOARD Biz, ZONING DETERMINATION o Le Pe 20 *# anv or east onan CTY ALL PURER AST ORANGE, NEW ers 07018 108€ COMPLETED BY APPLICANT Today's Date: \I(# | 2024 Name of Applicant range e Re AR, Ground bl Sasey Gt, 7 wos __UT 40) OU Name of Owner (if different fom applicant): _______ ~~~ mann PL VI leit Ce 1S Graud atree Sarser Gly AX ‘Subject Property: es 134 A 7 abet fof Owe AS TaMap Block: 63 Lott: 26. ol ok: ote hans Sree IEE oon 108" somes 2 $374 5 JF Sotiris verted reg ret on A Yes (attach copes): No: Proposed: bE RR Sap, Sabdnl. a 3 bh bt ball 3, fe fly  TO 3E COMPLETED 0v Z0MNG OFFICER Robert Lawson Cerfed by Zoning Offer Upon review of the ov project documents th allowing has ben determines © The projects one: GAN Proposed ues: & Fermited nthe one 0 Condiorally pemted in he one © Notpermitedin th sone 6 The ences prec proposal mts toning requirements © The ances project proposal dos NOT mest toning requirments for th followin cessor: © Use is ot permite, 0" variance required ‘ Useis conditional permed, and eaures ste pan sporovl © Proposed oroject dou ot meet th foowing dimension euemens: © Sc Yard Setocs (Reaured ropased © Front Yrd Setbacks (Recurec: proposed © Rear Yad Setbacks (Reuired: Proposed: ) © Minimum Lo Se Reured: Ce — © Lot wih Requres Proposed. © tot Oeph Required Propased: © Lot Conroe (Requred Eo — © Of Steet arin (Recsred Proposed i — Dangly (Reaured: Frovosed _____) © Of Steet Loading (Reaared Froposes © Other. Hii esr mink The proposal mast be heard b the following board: Zoning Board of Adjustment J Porm Bows The owing aporovas ae require: © Ste Pan Approve subawision Aoproval © Variance a Major a Major o Use a Minor 4 Moor 5 Buk Variance (see above) woes wr) T5156 Fes shedle_ Wir? sibavivn $300 [me oi Fe Fr ee a [Fe nn ma TE — RTO SSL VIR AAT BRUT OR S57. Foes or vio depo SEEounts ior ban $350 —="— “Adon escrow maybe required. (Ch 51.5763)  East Orange City Application Date: 1/19/2024 #5 BOOT FEARNING AND DEVELOPMENT Ey § © 3 #CITYHALLPLAZA Pe Sic BASEMENT LEVEL _ EAST ORANGE, NJ 07018 Project Number: (573) 200.5155 FAN) 330.7808 ROBERT LANSONGEASTORANGE-NI GOV Foe 550 Denial of Application Date: 12902024 To. FRANCOIS OE BRIGNAG sy RSE ERY S00 RE: 13480 17THST. LOT S600 STST6ST aunt zone orn DEAR FRANCOIS DE BRIGNAC, Converting (1) empty o info 5) es with 2) fay houses. Your request as ray bon dei bas upon the follwing requirement): Zoning Deteminion and Pans that were submited are under review: Sincerely, en Cann ~~ EE Br FILE copy  errvor STR 0, \[] D EAST ORANGE {i} ol ) Department of Policy, Planning and Development — Zoning Division ZONING PERMIT INSTRUCTIONS: ach cnsecton decent ep of pats and te low. 1 edd. approve rotation sl rion 3d dimes Soi permit andor bod sca. Sub aE, and documcas tthe Soni. Ofc the Deparment of Pols Panag and Desopment a Eok Orange Co a 4 i Tk Pabst ve Eo Orange 3 715. Phone Nemo 8306-54 COMPLETE ALL APPLICABLE AREAS IN ITS ENTIRETY OR YOUR PERMIT WILL BE DELAYED 1 accordance with the “LAND USE ORDINANCE OF THE CITY OF EAST ORANGE” the folowing application fees appl: Residential Structure with 1-4 Retdental Structures with Sor Commercial us) o mixed wes dwelling units: |] S50 ‘more dwelling units: | |] $75 1 _Is100 Payment must be made by ashi’ Check or Money Order, made payable to the ity of Est Orange P = srovecraonness: 134 MV 1H shee b soc _E3 ion 24.0 BUSINESS NAME (if applicable): appucant/conTacr name: FRANCOIS DE RRIGVAC _ pwone: {U7 402 O44 appucant/nome aooress: 11S Geared leet Sosy Gly NS emai FHI B © yalep ca PROPERTY OWNER NAME: (34 A 17” abcect (lc PHONE: __aduse x ebove sropeary owner avomess: 13% Cook alreel Sesey Cf awa ase wn _chuve PROPERTY USES: Fill the bores below stating all uss at property f vacant structure, Ist mst recent use). If the site is a vacant lot, check here [ | [CC wsemee [ewe | emovoso | sowmcosmcemnors | {1 Residential ot unis sotunts:__€ [_] Non-Residential |# of Establishments |# of Establishments stall establishments at the wa 2 wes augly LE build ’ be ud v houses au 2 epaate Joke, 2. STRUCTURE/SITE INFORMATION FOR NEW CONSTRUCTION/ADDITIONS (tte ll measurements for the se and building). If no new construction or addition work involved, check here [ | [7 owmc | woow | mowcommwom FowvadSebak | wh |g | | [Reorvarasetback | qn | 2pm | | SdeVaraSewoack®@) |p [4 [| Sdevarasewack) | p/p | qy _ [Stucwrevegt | wih | zor | | [lotwea msauareFest | ga7% | pay | | flowon | for [| OffSweetparkingspaces | pp | £ |__| oven mp  ABER City of East Orange £7 3 ~ ae Department of Policy, Planning and Development atl <5 LAND USE APPLICATION & SITE PLAN REVIEW CHECKLIST COMPLETE: OFFICE USE ONLY: Applicant Information: Type of Proposal: jo J Ne en cur OREO 0S Dae es — New Accessory Structure Address:/B if A) TT Nome: Francois do Brignac______ New Non-Residential Structure Block: — Address: 19 Grand Soot Josey Gy Change n Use Lot - HE eee XK Other Telephon STAG | Dae ied 4: B02 Due Acne By 122. 202 0) Altemate Tel Fax sebtied sR Duo 1/2. Alternat Fa: Email: _20@*2brealestate com Date of Publication Notice: __ Hearing Date: “4 '8. possi 28-29 Subject Property Information: Street Address: __134N 170 STREET EAST ORANGE 10 Block (s): 5 Lot(s): Ld Case #: Zoning District: 9% Master Plan Designation; _ GREENWOOD DISTRICT GRE) Dimensions: Frontage: ___100 Depth: __1AR Total Area: 020030 Present Uses) ey 1 Proposed Use(s): 3, , family houses Contact Information: em » Francis do APPLICANT Name: Francosdodignae | ad Address: _139 Grand Street Jersey City NJ 07302 LJ comoration 2 — FE — [ry Individual ATTORNEY. Name: _ Dav Essos Esq. Paton 0504 ura Nr 255 ormoui i Cos Toma NI G75 | Saimin dpe cua Telephony _T2501.5260 eres nt Facsimile(s): yo — yr Email: Sava@dadesses com pet wy Sop py NTR To SER on lr an 1 it 4 Ns 330 Conta EA Fag TUTE | mt et i oo 0 Telephony 7322705630 Toe cpa Th cn eh Fes, Tain — Email; VathowGmorganengnaorngic com prrtedontdulabeit aon ARCHITECT / Name: __ S019 Fernandes A Rat PLANNER - Address: 75 Parkhurst Stool Newark NJ 07114 || o# mtr st ahch bo pcan Telephone) 201-628-4605 | | EE Email: GoGo 1  ————— Application Represents A Request For the Following: 1SUBDIVISION: ZX Minor Subdivision Approval Subdivision Approval [Preliminary] Subdivision Approval [Final] Nomber oflots to be created © Number of proposed dwelling units (Including remainder lot) (F applicable) SITE PLAN: Minor Site Plan Approval Preliminary Sit Plan Approval [Phases (if applicable) __| Final Site Plan Approval [Phases i applicable) | i. Amendment or Revision to an Approved Site Plan Area to be disturbed (square feet) “Total number of proposed dwelling unis Request for Waiver From Site Plan Review and Approval Reason for request formal Review — Appeal decision of an Administrative Officer [N.J. 40:55D-70a] Map or Ordinance Interpretation of Special Question [NS A0:SSD-70b] Variance Relief (hardship) [N.JS. 40:55D-70¢(1)] Variance Relief (substantial benefit [N15 40:55D-706(2)] Variance Relif (use) [NJ S. 40:55D-70d] 7 Conditional Use Approval [NJ 40:55D-67] Direct issuance ofa permit for a structure in bed of a mapped street, public drainage way, or flood control basin NTS a0:550-34] ~~ Direct issuance of a permit for a lot lacking stret frontage [NJ.S. 40:55D-35] 2.Section(s) of Ordinance from which a variance is requested: 3. Waivers Requested of Development Standards and/or Submission Requirements: attach additional pages as needed] 4. Has this application been heard before the board? © YES. oNo If so, please list date of hearing/adoption ‘Was the case denied or approved? OAPPROVED © DENIED 2  ————— Instructions: Follow al steps ised in the checklist and supply requested information. The Land Use Administrator will determine and initial what site specific items will be needed. When you finish these steps, be sure to include th following: © CHECKLIST & APPLICATION — You will need 0 supply one (1) original completed checklistapplicaion to the Land Use Administrator. Be sur to sign, date and notarize at the end. Keep a copy for your file. © APPLICATION FEE(s) - Make certified bank checks or money orders payable to the City of East Orange. Enclosed Fee(s): (see zoning determination form for ee amount) #CAUTION®: The Application Fee is NONREFUNDABLE. Do not apply until you re sure tha 1. You have the legal building lot information 2. You have legal access to the parcel 3. You know the zoning of your property 4. You want 0 proceed forward in the full site lan review and municipal board hearing process First Step: Obtain Building Lot / Zoning Information The Zoning Officer determines whether the proposed use and lot dimensions planned is of is not in conformance with the zoning laws of the City of East Orange. In making this determination, the Zoning Officer primarily examines four criteria: 1) lot dimensions; 2) whether or not the lot is in conformance with the adopted East Orange Land Use and Development Code; 3) etal use of proposed activities a subject property; 4) whether property is previously subject to any prior application. Noe: Having an existing house. business or other improvements or the prevailing History of a property i not a guaran that the lot will be recognized as a legal andlor conforming lor. ‘Please submit with Site Plan Review Checklist | Land Use Application, 1 copy of the following items: Zoning Determination Form — Present the aforementioned form to the East Orange Zoning Officer whom will review site plans and complete zoning determination form. His offce is located in the Department of Property Maintenance on the third (3) floor of City Hall. I i recommended that applicants submit the zoning detemmination request as arly a possible to the Zoning Office. Your sie plan will not be technically reviewed until the zoning determination is issued. Submit the Zoning Determination Form to the Division of Comprehensive Planning along with your application and ite plans. Site Plan— provide one ite lan copy, size 22°36" to the Zoning Officer fo review. ‘Copy of Current Deed all easements must be noted and attached. Second Step: Organize & Submit Application Packet Number of Packets: Please submit ne (1) packet along with th items listed below to the Division of Comprehensive Planning for processing. Your application will NOT be processed without ll applicable information inthis section 1. Application — Include the name, address and signature of the current owner of the record. Make sure all required forms are notarized 2. Fees Pay all fecs at time of application submission via certified bank check or money order payable to the City of East Orange. You will be provided with receipt indicating that fees are paid 3. Subdivision Application — If applicable, complete this document if you plan to subdivide the subject property. ©) 4. Assemblage Form ~ If applicable, complet this document if planning fo assemble parcels in subject area. © 5. Site Plans ~ Submit six (6) site plans. Check off cach clement in the Site Plan Review checklist that is presented on your site plan while putting a line through th items that do mot apply o you project. Each element should be checked or have a line through them. 6. Completed and signed W-9 Form. 3  Third Step: Gather Additional Information Toco an 1) copy with applaion af exch fm blow her plicable. Th Land Use Adrinstr will oy il fos rye eat eyo somo, I PA ——— 0 Daly waste water flow storm water calltons Fourth Step: Complete Certifications TCNTCRTRCToN — 1 the applicant, ceriy that the information submited is complete an cae, understand tht the ent of the Site ian Review proces to des he impact ofocton and pe of Schr nd hs modification ay be require, Sie work wil no be don pro 1 municipal Planing bos or bod of asimens approval and tame of ing poi. Sigmature:_ Date Pri Name: ent, hat the foregoing saements and the material submited are we, | fbr cerify that | am the TET SEFTGE, of that 1am on offer ofthe orp apa, o ht § am .genern pans of ie pani applicant and tht 1 am authorized to Sgn the application for th Corporation. 1 the applicant & 3 Corporation an authorize corporat office mot ign he cenifcation. If the applicant 5 3 purnership, ener partue mas sign th cericaton] Sworn to and subscribed before me ti. dar I) Notary Pubic: Siguatore: Pen ame of os rin Neo si PROPERTY OWNER CERTIFICATION Very that mth recorded owner ofthe property wich s the subject ofthis aplication, tht | hav authorized the applicant 1 mak ts application and that | are 0 be bound bythe aplication the repcsetations mde, an te decision in the ame. mer 1 were te applica. IF the owner orporaton, an authorised corporate acer must ign this Certification. I he ower Is. prinersip, ener avin met sgn this crtiBenion] Swan toad subsribed before me his doyof. I) Notary Pubic Signature: Neco mtary Prin Nome of on a rope? TAX COLLECTOR CERTIFICATION 1 cry that al nes due on he sujet property hve been pid proto the Fling of his application Addin, erly har hs ofc hs no chest i allowing te shan efkeced cae 1 proceed 1 cdl Property Address 194M ITHSTREET EAST once Block: & — Lot:___280t Applicants A Centifed v5 {re 7p JA Tue 522] fics of te Tox CoiedoREASH Coo Ons J  Fifth Step: Notice “Attach a copy of the public Notice 10 appear in Te offical newspaper and to be malled 10 the owners of al eal property, as shown on the current tax duplicat, located within the State and within 200 fee in all directions of the property, which i the subject ofthis application. The Notice must specify the sections of the Ordinance from which elif is sought, if applicable. The publication and the notification service on the affected owners must be accomplished at least 10 days prior to the hearing date scheduled by the Land Use Administrator. An affidavit of service on all property owners, post office receipts and proof of publication must be filed before the application wil be deemed complete. Sixth Step: Application Submission Sub 7s SPR checklist /Tand use appcation, ees and sit plans To he Land Use Adminstrator nthe Division of ‘Comprehensive Planning. which i located in the Department of Policy, Planning and Development. Applicaton drop- offs on Tuesdays and Thursdays of each week. The application with supporting documentation must be filed with the Office of the City Clerk and should be delivered the Division of Comprehensive Planning fo review at least ten (10) business days prio 0 the meeting at which the aplication i to be considered. Submittal by the “cutoff deadline docs not guarantee placement on the hearing agenda. ‘CONTACT WITH QUESTIONS: Land Use Administrator, Janis 1. Nelson Telphone: (973) 266.266:5485 Fax. (O73) 6734077 Location: Lower Level of Cy Hall, Cty of East Orange, Department of Pliy, Planning and Developmen, Division of Comprehensive Planning 44 City Hall Plaza, Exst Orange, NJ 07017 Office Hours: Monday trough Friday £30 am — 4:30pm. DropoPickup Days: Tuesday, Thursday and Friday ‘Sample Site Plan Signature Blocks ee ) || APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGE AT A I {| MEETING HELD ON THE, DAY OF 220 PLANNING BOARD CHAIRPERSON BOARD SECRETARY CITY CLERK - CITY ENGINEER | APPROVED BY THE BOARD OF ADJUSTMENT OF THE CITY OF EAST ORANGE AT [| | A MEETING HELD ON THE. DAY OF. 220 BOARD OF ADJUSTMENT CHAIRPERSON BOARD SECRETARY CITY CLERK CITY ENGINEER RESOLUTION NUMBER DATE — — x  SPR ADVISORY COMMITTE - OFFICE USE ONLY HAVE COMMENTS BEEN RECEIVED FROM THE FOLLOWING LOCAL AGENCIES: @ Department of Policy, Planning and Development TO Department of Public Works © Department of Property Maintenance 0 Department of Fire O Department of Tax Assessment 0 Department of Tax Collector 0 Department of Water 0 Department of Health ARE THE ORDINANCE STANDARDS FOR SITE PLAN REVIEW MET? Each of the discretionary standards for site plan review in your ordinance would be listed, and they would be checked off as met or unmet. 1 2 3 4 5. 6. . seerere——— 8 I 9. 10, 81613 6  hi Dest rsdesn. 19-2615 . ETWEEN OMAR 8 VICTOR, LC, itd iby Company of the Sat of New ese Scnpernin tei of ew oey ing apricot. 43 i Ridgs Orie, Edacn, NJ 88D sto he Gre, AND 1341170 Sr LLC hose ps lfc srs soso a 134. 7 Sve, Est Orage, nares terete Ge. 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Te NN 4] iL oh HE i a i i ji TT i NE _b i Se A il dR fe St wt AE i rr fii Hh al TH = Si i wl HH i Li FE En EER Hi ; = EE iif Ep in I E® il ih = on I Ed fn man Lid Lidl nH le i 0 | i I i W ol = wor fl i i i | 8 £ HH A | ; Hod  ITE I 11 “rag i Jere) | 1H | som Sle EEE - lk boy 7  Ww - Bw abel Za oo - wo $29'3500'W 80.06" nr i or ’ o Jo CX] Be Lora 7 4 Lor2s01 “Us se san TR LL § Ales EN § ur wl EE po gfosiGgi % 4 ay v gl § § 1 SEIN 7 § & i em TR id fl Afnonanl d § Ll ee ers mE TE pon ERR AT Ee : : Co a z wR = em # - sii AR0 OME, N2saseoe snso NORTH SEVENTEENTH STREET PEST ToRE co FR encores meas seman EE TI secu vs. nant mv EEEEaeanreoee SERRE TENE eters] D-MORGAN RE BOUNDARY AND ® onineering &wiveying “4% | TOPOGRAPHIC SURVEY Lorzsar Buockes CITY OF EAST ORANGE DAVID J.\JON STEENBURG COUNTY OF Essex NEW JERSEY game a I oe Bods  CENTRAL AVENUE (A.K.A. ROUTE 508) (100' WIDE R.O.W.) (ASPHALT ROADWAY) (TWO WAY TRAFFIC) SHEPARD AVENUE (66' WIDE R.O.W.) (ASPHALT ROADWAY) (TWO WAY TRAFFIC) LINDEN AVENUE (66' WIDE R.O.W.) (ASPHALT ROADWAY) (TWO WAY TRAFFIC) BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET (66' WIDE R.O.W.) (ASPHALT ROADWAY) (TWO WAY TRAFFIC) TBM-A TBM-B S30°26'00"W N59°34'00"W 123.00' N30°26'00"E 162.97' N59°34'00"W 100.09' N30°26'00"E 150.00' 247.95' S42°32'00"E S48°28'00"W 40.96' 197.26' P.O.B. D.B. 5848, PG. 759 10 7 6 13 2 D.B. 5848, PG. 759 CONTROL POINT ASSOCIATES, INC.- ALL RIGHTS RESERVED. THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CONTROL POINT ASSOCIATES, INC., IS PROHIBITED. DWG. NO. 35, 49 & 70 KVG BTW REVIEWED: FIELD CREW DRAWN: DOC 04-08-2022 22-05 FIELD BOOK NO. FIELD BOOK PG. FIELD DATE JDS APPROVED: DATE SCALE 01-220063-00 FILE NO. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT WAS BASED WERE MADE IN ACCORDANCE WITH THE "2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 7(A), 8, 9, 13 AND 14 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 04-08-2022. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. GRAPHIC SCALE 20 NOTES: 1. PROPERTY KNOWN AS LOTS 10 & 12, BLOCK 423, AS SHOWN ON THE OFFICIAL TAX MAP OF THE CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY. 2. AREA = 45,679 S.F. OR 1.049 AC. 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. LOCATIONS AND SIZES ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE ASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SOURCE OF UNDERGROUND UTILITIES ARE SHOWN UTILIZING A QUALITY LEVEL SYSTEM: QUALITY LEVEL D - UTILITIES SHOWN BASED UPON REFERENCE MAPPING OR ORAL HISTORY. NOT FIELD VERIFIED. QUALITY LEVEL C - LOCATION OF UTILITY SURFACE FEATURES SUPPLEMENTS REFERENCE MAPPING. INCLUDES MARKOUT BY OTHERS. QUALITY LEVEL B - UTILITY LOCATION DATA IS COLLECTED THROUGH GEOPHYSICAL SENSING TECHNOLOGY TO SUPPLEMENT SURFACE FEATURES AND OR REFERENCE MAPPING. INCLUDES MARKOUT BY CONTROL POINT ASSOCIATES, INC. QUALITY LEVEL A - HORIZONTAL AND VERTICAL LOCATION OF UTILITIES ARE OBTAINED USING VACUUM EQUIPMENT EXCAVATION OR OTHER METHODS TO EXPOSE THE UTILITY. LOCATION SHOWN AT SINGLE POINT WHERE EXCAVATION OCCURRED UNLESS UTILITY WAS LOCATED PRIOR TO FILLING. 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY CLIENT, A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC., AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 5. THIS SURVEY IS PREPARED WITH REFERENCE TO A REPORT OF TITLE PREPARED BY COUCH BRAUNSDORF INSURANCE COMPANY, FILE NO. MISC 15555, WITH A BOARD DATE OF 04/11/2022. WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN SCHEDULE B, SECTION II: SUBJECT TO THE FOLLOWING: EASEMENTS IN BOOK 4766 PAGE 277 - CONDUIT AND ELECTRIC MARKOUT SHOWN HEREON RESERVATIONS IN BOOK 5195 PAGE 407 - GENERAL WARRANTY DEED, BLANKET IN NATURE 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER REF. #2. 7. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY. 8. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS). TEMPORARY BENCH MARKS SET: TBM-A: TPK NAIL SET IN ASPHALT PAVEMENT, ELEVATION = 170.60' TBM-B: TPK NAIL SET IN ASPHALT WALK, ELEVATION = 168.02' PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SKETCH HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION. 9. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION, ETC. 10. BOUNDARY INFORMATION SHOWN PER REFERENCE #4. REFERENCES: 1. THE TAX MAP OF THE CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY, SHEET #42. 2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY," PANEL 114 OF 200, MAP NUMBER 34013C0114F, EFFECTIVE DATE: JUNE 4, 2007. 3. WATER LINE MAP PROVIDED BY THE EAST ORANGE WATER COMMISSION. 4. MAP ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY, MCDONALD'S USA, LLC, 367-379 CENTRAL AVENUE, LOTS 10 & 12, BLOCK 423, CITY OF EAST ORANGE, ESSEX COUNTY, NEW JERSEY." PREPARED BY CONTROL ASSOCIATES INC., DATED 7-22-10. JAMES D. SENS NEW JERSEY PROFESSIONAL LAND SURVEYOR #24GS04322600 NEW JERSEY CERTIFICATE OF AUTHORIZATION #24GA27938600 C-102 ALTA/NSPS LAND TITLE SURVEY DATE CONTROL POINT A SSOCIATES, I NC. 30 INDEPENDENCE BOULEVARD, SUITE 100 WARREN, NJ 07059 908.668.0099 - 908.668.9595 FAX WWW.CPASURVEY.COM CHALFONT, PA 215.712.9800 MT. LAUREL, NJ 609.857.2099 MANHATTAN, NY 646.780.0411 LONG ISLAND, NY 631.580.2645 SOUTHBOROUGH, MA 508.948.3000 ALBANY, NY 518.217.5010 ROCHESTER, NY 585.250.1764 05-09-2022 01-05-2024 ! I D OY U G S T C - A P O BEFO SURFACE ANYWHERE IN THE STATE. L L R E THE STATE OF NEW JERSEY REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S 1-800-272-1000 L/C# 290514 McDONALD'S USA, LLC R McDONALD'S 379 CENTRAL AVE BLOCK 423, LOTS 10 & 12 CITY OF EAST ORANGE, ESSEX COUNTY STATE OF NEW JERSEY 1" = 20' STATE PLANE VICINITY MAP © 2022 ESRI WORLD LIGHT GRAY CANVAS (NOT TO SCALE) SITE EXISTING CONTOUR EXISTING SPOT ELEVATION EXIST. TOP OF CURB ELEVATION EXIST. BOTTOM OF CURB ELEVATION EXIST. TOP OF WALL ELEVATION EXIST. BOTTOM OF WALL ELEVATION EXIST. DOOR SILL ELEVATION OVERHEAD WIRES APPROX. LOC. UNDERGROUND NATURAL GAS LINE APPROX. LOC. UNDERGROUND WATER LINE DEPRESSED CURB WATER VALVE GAS VALVE GAS METER ELECTRIC BOX UNKNOWN MANHOLE CLEAN OUT POST DETECTABLE WARNING PAD UTILITY POLE UTILITY POLE/LIGHT POLE/SOLAR PANEL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL SIGN BOLLARD PARKING METER AREA LIGHT DECIDUOUS TREE & TRUNK SIZE CONIFEROUS TREE & TRUNK SIZE DEPRESSED CURB EDGE OF CONC. EDGE OF PAVEMENT LANDSCAPED AREA MASONRY BLOCK WALL METAL COVER SOLID WHITE LINE SOLID YELLOW LINE SOLID BLUE LINE HANDICAP FILLED w/DEBRIS BOTTOM OF STRUCTURE MONUMENT UNKNOWN TERMINUS LEGEND PAINTED ARROWS PAY PHONE MONITORING WELL PAINTED HANDICAPPED WHEEL STOP FLAG POLE MENU BOARD CLEARANCE BAR EVIDENCE FOUND METAL COVERS CATCH BASINS SUBSURFACE UTILITY QUALITY LEVEL A SUBSURFACE UTILITY QUALITY LEVEL B SUBSURFACE UTILITY QUALITY LEVEL C SUBSURFACE UTILITY QUALITY LEVEL D BENCHMARKS TBM-A THIS SURVEY IS CERTIFIED TO: MCDONALD'S CORPORATION COUCH BRAUNSDORF INSURANCE GROUP, INC. ABSTRACTS, INCORPORATED LEGAL DESCRIPTION EXHIBIT A ALL THAT CERTAIN LOT, PIECE OR PARCEL OF LAND, WITH THE BUILDINGS AND IMPROVEMENTS THEREON ERECTED, SITUATE, LYING AND BEING IN THE CITY OF EAST ORANGE, COUNTY OF ESSEX, STATE OF NEW JERSEY: BEGINNING AT THE POINT OF INTERSECTION FORMED BY THE SOUTHERLY LINE OF CENTRAL AVENUE (100 FEET WIDE) WITH THE EASTERLY LINE OF SHEPARD AVENUE (66 FEET WIDE) AND RUNNING; THENCE 1. SOUTH 41 DEGREES 32 MINUTES 00 SECONDS EAST 247.95 FEET ALONG THE SOUTHERLY LINE OF CENTRAL AVENUE (100 FEET WIDE) TO A POINT; THENCE 2. SOUTH 48 DEGREES 28 MINUTES 00 SECONDS WEST 40.96 ALONG THE WESTERLY LINE OF LOT 9 IN BLOCK 423 AS SHOWN ON THE CITY OF EASE ORANGE TAX ASSESSMENT MAP TO A POINT; THENCE 3. SOUTH 30 DEGREES 26 MINUTES 00 SECONDS WEST 197.26 FEET STILL ALONG THE WESTERLY LINE OF LOT 9 AND LOTS 5, 6 AND 24 IN BLOCK 423 (FAX MAP) TO A. POINT; THENCE 4. NORTH 59 DEGREES 34 MINUTES 00 SECONDS WEST 123.00 FEET ALONG THE NORTHERLY LINE OF LOTS 22, 23 AND 24 IN BLOCK 423 (TAX MAP) TO A POINT; THENCE 5. NORTH 30 DEGREES 26 MINUTES 00 SECONDS EAST 162.97 FEET ALONG HE EASTERLY LINE OF LOTS 13, 14, 15, 16 AND 17 AND A 'PORTION OF LOT 1 IN BLOCK 423 (TAX MAP) TO A POINT; THENCE 6. NORTH 59 DEGREES 34 MINUTES 00 SECONDS WEST 100.09 FEET ALONG THE NORTHERLY LINE OF LOT 13 IN BLOCK 423 (TAX MAP) TO A POINT IN THE EASTERLY LINE OF SHEPARD AVENUE (66 FEET WIDE); THENCE 7. NORTH 30 DEGREES 26 MINUTES 00 SECONDS EAST 150.00 FEET ALONG THE EASTERLY LINE OF SHEPARD AVENUE (66' WIDE) TO A POINT IN THE SOUTHERLY LINE OF CENTRAL AVENUE (100 FEET TO THE POINT AND PLACE OF BEGINNING. BEING LOTS 10 AND 12 IN BLOCK 423 ON THE OFFICIAL TAX MAP OF THE CITY OF EAST ORANGE . THE LAND SHOWN ON THIS SURVEY IS THE SAME AS THAT DESCRIBED IN A TITLE REPORT PREPARED BY COUCH BRAUNSDORF INSURANCE COMPANY, FILE NO. MISC 15555, WITH A BOARD DATE OF 04/11/2022. REGULAR SPACES HANDICAP SPACES TOTAL SPACES 37 1 38 PARKING SPACE COUNT DRAINAGE/STORM MANHOLE SANITARY/SEWER MANHOLE LAMP 1 REVISED PAGE NUMBER PER CLIENT REQUEST No. DESCRIPTION OF REVISION - BTW JDS 01-26-2023 FIELD CREW DRAWN: APPROVED: DATE 1 REVISED BUILDING PER SITE VISIT - TJM JDS 01-05-2024� SCALE: 1 STOREFRONT ELEVATION 1/4" = 1'-0" SCALE: 2 NON DRIVE THRU SIDE ELEVATION 1/4" = 1'-0" WINDOWS: LABELING OF GLASS: GLASS DOORS: GENERAL GLAZING NOTES, (DOORS AND WINDOWS): GLASS DOORS AND WINDOW WALLS: SCALE: 5 WINDOW TYPES SCALE: 1/4" = 1'-0" 4 SAFETY NOTES SCALE: N.T.S. 3 ELEVATION KEYED NOTES N.T.S. EXTERIOR ELEVATIONS 10 PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF LICENSE NO. EXPIRATION DATE: McDonald's USA, LLC CDG CDG AS NOTED OF E. ORANGE 375-379 CENTRAL EAST ORANGE, NJ 07018 SITE ID#: 029-0514 NSN: 11859 21MRP06 JET 07/21/23 NJ UPDATE 00/00/00 Chesapeake Design Group 419 North Charles Street Baltimore, Maryland 21201 t: 410.837.3622 f: 410.837.3621 A-2.00-00 (Color)� SCALE: 1 REAR ELEVATION 1/4" = 1'-0" SCALE: 2 DRIVE THRU SIDE ELEVATION ############ WINDOWS: LABELING OF GLASS: GLASS DOORS: GENERAL GLAZING NOTES, (DOORS AND WINDOWS): GLASS DOORS AND WINDOW WALLS: SCALE: 5 WINDOW TYPES SCALE: 1/4" = 1'-0" 4 SAFETY NOTES SCALE: N.T.S. 3 ELEVATION KEYED NOTES N.T.S. EXTERIOR ELEVATIONS 11 PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF LICENSE NO. EXPIRATION DATE: McDonald's USA, LLC CDG CDG AS NOTED OF E. ORANGE 375-379 CENTRAL EAST ORANGE, NJ 07018 SITE ID#: 029-0514 NSN: 11859 21MRP06 JET 07/21/23 NJ UPDATE 00/00/00 Chesapeake Design Group 419 North Charles Street Baltimore, Maryland 21201 t: 410.837.3622 f: 410.837.3621 A-2.01-00 (Color)� CENTRAL AVENUE SHEPARD AVENUE S30°26'00"W N59°34'00"W 123.00' N30°26'00"E 162.97' N59°34'00"W 100.09' N30°26'00"E 150.00' 247.95' S42°32'00"E S48°28'00"W 40.96' 197.26' D 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) PROP. ± 227 SF BUILDING EXPANSION PROP. ± 60 SF BUILDING EXPANSION 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-TRKE-0B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. \\BOHLERENG.NET\SHARES\NJ-PROJECTS\2022\J220407\CAD\DRAWINGS\EXHIBITS\TRUCK TURNING EXHIBITS\J220407-TRKE-0B----->LAYOUT: C-01 WB-40 AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 02/08/24 AP 02/08/24 AS BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 FOR EXHIBIT PURPOSES ONLY PB: 795 - 23 1 TRUCK TURNING PLAN - WB-40 Steering Angle Lock to Lock Time Articulating Angle WB-40 Trailer Track Tractor Track Trailer Width Tractor Width 3.00 12.50 feet 8.00 : 8.00 8.00 8.00 : : :0.00 3.00 25.50 7.50 33.00 : : : 6.0 20.3 70.0� 200' 200' 200' CENTRAL AVE (C.R. 508) SHEPARD AVE SHEPARD AVE LINDEN AVE LINDEN AVE OAK ST OAK ST S ARLINGTON AVE FREEMAN AVE EPPIRT ST S BURNET ST ELMWOOD AVE S ARLINGTON AVE NASSAU PL CARNEGIE AVE SHEPARD AVE BLOCK 500 BLOCK 423 BLOCK 501 BLOCK 424 BLOCK 425 BLOCK 422 BLOCK 421 BLOCK 426 BLOCK 420 BLOCK 410 BLOCK 400 BLOCK 404 BLOCK 510 BLOCK 401 ZONE LINE (TYP.) CAC ZONE C-1 ZONE C-2 ZONEC-2 ZONE R-2 ZONE TR-2 ZONE R-2 ZONE R-2 ZONE R-3 ZONE CCHC ZONE C-2 ZONE C-1 ZONE R-2 ZONE R-2 ZONE R-2 ZONE R-2 ZONER-2 ZONE CENTRAL AVE (C.R. 508) 200' BLOCK 490 200' 200' 200' CENTRAL AVE (C.R. 508) SHEPARD AVE SHEPARD AVE LINDEN AVE LINDEN AVE OAK ST OAK ST S ARLINGTON AVE FREEMAN AVE EPPIRT ST S BURNET ST ELMWOOD AVE S ARLINGTON AVE NASSAU PL CARNEGIE AVE SHEPARD AVE RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL CHURCHRETAIL COMMERCIAL COMMERCIAL RESIDENTIAL RESIDENTIAL HOSPITAL SCHOOL COMMERCIAL FAST-FOOD RESTAURANT FAST-FOOD RESTAURANT DAYCARE RESIDENTIAL RESIDENTIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL ZONE LINE (TYP.) CAC ZONE C-1 ZONE C-2 ZONEC-2 ZONE R-2 ZONE TR-2 ZONE R-2 ZONE R-2 ZONE R-3 ZONE CCHC ZONE C-2 ZONE C-1 ZONE R-2 ZONE R-2 ZONE R-2 ZONE R-2 ZONER-2 ZONE COMMERCIAL CENTRAL AVE (C.R. 508) 200' SANBORN MAP PLANNING BOARD CHAIRPERSON TAX MAP SCALE: 1" = 200' SOURCE: NJGIN INFORMATION WARHEOUSE AERIAL MAP SCALE: 1" = 200' SOURCE: CITY OF EAST ORANGE TAX MAPS APPROVAL BLOCK CITY OF EAST ORANGE BOARD APPROVAL APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGE, NEW JERSEY AT A MEETING HELD ON THE ____ DAY OF _____________, 2023. USGS MAP PRELIMINARY / FINAL SITE PLAN PROPOSED BUILDING EXPANSION MAP 42 | BLOCK 423 | LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY KEY MAP SCALE: 1" = 500' SOURCE: UNITED STATES GEOLOGICAL SURVEY SCALE: 1" = 500' SOURCE: GOOGLE MAPS FOR PREPARED BY DRAWING SHEET INDEX SHEET TITLE NUMBER COVER SHEET C-101 ALTA/NSPS LAND TITLE SURVEY (PREPARED BY CONTROL POINT ASSOCIATES, INC.) C-102 PHOTO PLAN C-103 NOTES AND REFERENCES SHEET C-104 DEMOLITION PLAN C-201 SITE LAYOUT PLAN C-301 GRADING PLAN C-401 ADA GRADING PLAN C-402 DRAINAGE PLAN C-403 SOIL EROSION & SEDIMENT CONTROL PLAN C-601 SOIL EROSION & SEDIMENT CONTROL DETAILS C-602 LANDSCAPE PLAN C-701 DETAIL SHEET C-901 DETAIL SHEET C-902 DETAIL SHEET C-903 CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-CNDS-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-CNDS-1B----->LAYOUT: C-101 COVR AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 COVER SHEET C-101 RESOLUTION NUMBER DATEBOARD SECRETARY CITY CLERK CITY ENGINEER APPLICANT/ OWNER INFORMATION APPLICANT: MCDONALD'S CORPORATION 375-379 CENTRAL AVENUE EAST ORANGE, NJ 07017) PROPERTY OWNER: MCDONALD'S CORPORATION 375-379 CENTRAL AVENUE EAST ORANGE, NJ 07017 SCALE: 1" = 150' SOURCE: CITY OF EAST ORANGE PUBLIC WORKS DEPARTMENT HOURS OF OPERATION: OPEN 24 HOURS, 7 DAYS A WEEK TRUCK CIRCULATION PLAN TRUCK CIRCULATION ON SITE WILL BE LIMITED TO TRASH PICKUP AND DELIVERY TRUCKS: TRASH PICKUP WILL INCLUDE A TRASH TRUCK REAR LOADING AT THE PROPOSED RELOCATED TRASH ENCLOSURE. TRASH PICKUP WILL OCCUR IN THE HOURS OF 6-8AM (MONDAY, WEDNESDAY & SATURDAY) DELIVERY TRUCKS WILL PARK IN THE EXISTING LOADING SPACE LOCATED IN THE DRIVE AISLE ON THE NON-DRIVE THRU SIDE OF THE BUILDING. DELIVERY WILL OCCUR 3 TIMES A WEEK (TUESDAY, THURSDAY AND SATURDAY) PROJECT NARRATIVE THIS PROJECT WILL RESULT IN THE BUILDING EXPANSION OF THE EXISTING MCDONALD'S LOCATED AT 375-379 CENTRAL AVENUE. THE BUILDING AREA WILL INCREASE BY 286 SF WITH THE PROPOSED CHANGES. THE SITE WILL BE DESIGNED UTILIZING ALL APPLICABLE ZONING AND DESIGN STANDARD REQUIREMENTS OF THE CITY OF EAST ORANGE. IN ADDITION TO THE BUILDING EXPANSION, THE PROPOSED SITE ALSO CONTAINS RELATED IMPROVEMENTS INCLUSIVE OF RELOCATING THE EXSITING TRASH ENCLOSURE, REPLACING CONCRETE SIDEWALKS, CURBS, AND ASPHALT PARKING AREAS, LANDSCAPING, AND STORMWATER MANAGEMENT SYSTEMS. EMPLOYEES: TOTAL EMPLOYEES: 65 ON MAX SHIFT: 20 PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN. STALL SIZE § 51-192.A.1 8.5' x 18' 8.5 X 17.7' (E) NO CHANGE MIN. AISLE WIDTH § 51-192.B.1 24' 14.8' (E) NO CHANGE MIN. LOADING SPACES § 51-165 1 SPACE 1 SPACE NO CHANGE MIN. LOADING SPACE SIZE § 51-192.A.1 12' X 45' 12' X 45' NO CHANGE MIN. NUMBER OF SPACES § 51-164 16 SPACES* 38 SPACES NO CHANGE MIN. NUMBER ADA SPACES 2010 ADA STANDARDS 2 SPACES 1 (INCLUDING 1 VAN SPACE) 2 SPACES NO CHANGE *FAST FOOD RESTAURANT: 1 SPACE / 4 SEATS MIN = 63 SEATS (1 SPACE / 4 SEATS) = 16 SPACES REQUIRED 1 FOR 26 TO 50 TOTAL PARKING SPACES PROVIDED, 2 ADA SPACES MUST BE PROVIDED (INCLUDING 1 VAN SPACE) KEY = (E) EXISTING NONCONFORMITY VARIANCE REQUIRED ZONING TABLE ZONE: GATEWAY COMMERCIAL (C-2) USE: FULL-SERVICE RESTAURANT (PERMITTED IN C-2) BLOCK: 423 LOTS: 10 & 12 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN. LOT AREA § 51-103.B.3 & § 51-102.E.1 EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION 1.05 AC. 45,679 SF NO CHANGE MIN. LOT WIDTH § 51-103.B.3 & § 51-102.E.1 EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION 123' NO CHANGE MIN. FRONT YARD[1] § 51-103.B.3(b) 0' 28.6' (BUILDING) 34.6' (CANOPY) NO CHANGE (BUILDING) 26.8' (CANOPY) MIN. SIDE YARD[1] § 51-103.B.3(b) 0' or >3' 14.4' (BUILDING) 11.8' (CANOPY) NO CHANGE (BUILDING) 10.6' (CANOPY) MIN. REAR YARD[1] § 51-103.B.3(b) 15' 109.1' 101.9' MIN. BUILDING WIDTH § 51-103.B.3(b) 80% OF LOT [2] (±98.4') 27.5' (E) NO CHANGE MAX. LOT COVERAGE § 51-103.B.3(b) 90% (41,112 SF) 80.51% (36,777 SF) 81.59% (37,268 SF) KEY = (E) EXISTING NONCONFORMITY VARIANCE REQUIRED [1] WHERE A NONRESIDENTIAL ZONE ADJOINS A RESIDENTIAL ZONE WITHIN A BLOCK, ANY PRINCIPAL OR ACCESSORY BUILDING CONSTRUCTED IN THE NONRESIDENTIAL DISTRICT WITHIN 100 FEET OF THE RESIDENTIAL DISTRICT ALONG THE SAME STREET FRONT SHALL BE SET BACK AT LEAST 1/2 THE DISTANCE THAT WOULD BE REQUIRED IF THE PREMISES WERE DEEMED TO BE LOCATED IN THE ADJOINING RESIDENTIAL ZONE, BUT IN NO EVENT LESS THAN 20 FEET. (COMPLIES) [2] ±123' * 80% = ±98.4'� CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-PHOT-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\EXHIBITS\PHOTO EXHIBITS\J220407-PHOT-1B----->LAYOUT: C-103 PHOTO AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 PHOTO PLAN C-103 PHOTO 1: LOCATED AT THE NORTH EAST OF THE PROPERTY AT THE EXIT ONTO CENTRAL AVENUE FACING THE BUILDING FACADE. PHOTO 2: LOCATED AT THE NORTH OF THE PROPERTY FACING THE ENTRANCE FROM CENTRAL AVENUE. PHOTO 3: LOCATED AT THE WEST SIDE OF THE PROPERY FACING THE NON DRIVE-THRU SIDE OF THE BUILDING. PHOTO 4: LOCATED AT THE WEST SIDE OF THE PROPERTY FACING THE REAR OF THE BUILDING AND THE EXISTING TRASH ENCLOSURE. PHOTO 5: LOCATED AT THE SOUTH SIDE OF THE PROPERTY FACING THE REAR AND DRIVE-THRU SIDE OF THE BUILDING. PHOTO 6: LOCATED AT THE SOUTH WEST SIDE OF THE PROPERTY FACING THE DRIVE-THRU LANES.� REFERENCES ¨ALTA/NSPS LAND TITLE SURVEY: CONTROL POINT ASSOCIATES, INC. 30 INDEPENDENCE BLVD., SUITE 100 WARREN, NJ 07059 DATED: 05/09/2022 (LAST REVISED: 01/05/2024) JOB #: 01-220063-00 ELEVATIONS: NAVD 1988 ¨STORMWATER STATEMENT BOHLER ENGINEERING, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 DATED: 03/2023 (LAST REVISED : 02/2024) ¨ARCHITECTURAL PLAN: THE CHESAPEAKE DESIGN GROUP ARCHITECTS, INC. 419 NORTH CHARLES STREET BALTIMORE, MD 21201 DATED: 02/07/2024 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES GENERAL NOTES (Rev. 2/2021) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE ENGINEER OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. NJ, LLC DEMOLITION NOTES (Rev. 2/2021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. 6. WHEN APPLICABLE, OWNER/ OPERATOR MUST FILE THE NOI FOR NPDES PERMITS AT APPROPRIATE AND/OR REQUIRED TIMEFRAMES BASED UPON THE DESIRED START OF CONSTRUCTION. LAND DISTURBING ACTIVITIES MUST NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES (INCLUDING STORMWATER POLLUTION PREVENTION PLAN, PER NJDEP REQUIREMENTS). THE CONTRACTOR MUST STRICTLY ADHERE TO THE APPROVED SWPPP PLAN DURING CONSTRUCTION OPERATIONS (IF PROVIDED). 7. ALL WEATHERED CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 8. THE CONTRACTOR MUST REPAIR OR REPLACE, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. GRADING NOTES (Rev. 2/2021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. 8. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE PAVEMENT GRADE UNLESS OTHERWISE NOTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE ENGINEER OF RECORD APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLING CURBING. 9. THE CONTRACTOR MUST CONFIRM AND ENSURE THAT AS CONSTRUCTED IMPROVEMENTS CREATE THE FOLLOWING MINIMUM SLOPES (EXCEPT WHERE ADA REQUIREMENTS LIMIT THEM): 1.0% ON ALL CONCRETE SURFACES, 1.5% ON ASPHALT SURFACES, 2% IN LANDSCAPED AREAS AND 0.75% SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS TO PROVIDE POSITIVE DRAINAGE. 10. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON THE PLANS, TOP AND BOTTOM OF WALL ELEVATIONS (TW & BW) REPRESENT THE PROPOSED FINISHED GRADE AT THE FACE OF WALL AND DO NOT REPRESENT THE ELEVATION OF THE PROPOSED WALL (INCLUDING THE CAP UNIT OR FOOTING). WALL FOOTINGS/FOUNDATION ELEVATIONS WHICH ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR, MUST BE DETERMINED AND SET BASED UPON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. THE CONTRACTOR MUST ENSURE THAT LICENSED STRUCTURAL ENGINEER DESIGNS ALL WALLS SHOWN HEREON AND THAT PRIOR TO CONSTRUCTION, THE MUNICIPALITY APPROVES ALL SIGNED AND SEALED SHOP DRAWINGS. FURTHER, THE CONTRACTOR MUST ENSURE THAT FENCING, GUIDERAIL, UTILITIES, AND OTHER SITE AMENITIES IN THE VICINITY OF THE RETAINING WALL(S), PROPOSED SCHEMATICALLY IN THESE PLANS, ARE MATERIALLY CONSIDERED AND INCORPORATED INTO THE RETAINING WALL DESIGN (BY OTHERS). 11. THE CONTRACTOR MUST ENSURE THAT THERE ARE NO UTILITIES INSTALLED ON THE PASSIVE SIDE OF THE RETAINING WALL. NO EXCAVATION MAY BE PERFORMED ON THE PASSIVE SIDE OF THE RETAINING WALL WITHOUT APPROPRIATELY AND SAFELY SUPPORTING THE WALL IN ACCORDANCE WITH THE STANDARD OF CARE AND ALL APPLICABLE RULES, REGULATIONS, CODES, ORDINANCES, LAWS AND STATUTES. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2020) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. 5. ANY WORK PROPOSED IN THE STATE OF NEW JERSEY MUST CONFORM TO THE NJ UNIFORM CONSTRUCTION CODE SUBCHAPTER 7, BARRIER-FREE ACCESS. DRAINAGE AND UTILITY NOTES (Rev. 2/2021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 13. THE CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. 14. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION OVER SAME. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 15. WHEN THESE PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM, SANITARY, UTILITIES, AND IRRIGATION LINES, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4 STAKE, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE PLAN, WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 16. STORM AND SANITARY PIPE LENGTHS INDICATED ARE NOMINAL AND ARE MEASURED FROM CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 17. THE CONTRACTOR MUST NOTIFY, IN WRITING, THE ENGINEER OF RECORD AT LEAST THREE (3) BUSINESS DAYS PRIOR TO INSTALLATION OF SANITARY COMPONENTS. FAILURE TO HAVE SANITARY INSTALLATION AND TESTING OBSERVED BY THE DESIGNATED ENGINEER MAY REQUIRE RE-EXCAVATION OF SANITARY LINE, AND RE-TESTING, WHICH WILL BE DONE AT THE CONTRACTOR'S SOLE COST AND EXPENSE. 18. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. 19. SANITARY PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE CLEARLY INDICATED OTHERWISE. A. FOR PIPES LESS THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 35 PER ASTM D3034. B. FOR PIPES GREATER THAN 12 FEET DEEP: POLYVINYL CHLORIDE (PVC) SDR 26 PER ASTM D3034. C. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS CLEARLY INDICATED OTHERWISE. 19. UNLESS CLEARLY INDICATED OTHERWISE, ALL STORM PIPES MUST BE REINFORCED CONCRETE PIPES (RCP) CLASS III WITH SILT/SOIL TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M252 FOR PIPES 4" TO 10" AND TO AASHTO M294 FOR PIPES 12" TO 60" AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT/SOIL TIGHT JOINT. PIPE FOR ROOF DRAIN CONNECTION MUST BE HDPE SDR 26 OR PVC SCHEDULE 40 UNLESS INDICATED OTHERWISE. HDPE PIPE JOINT GASKETS MUST BE PROVIDED AND CONFORM TO ASTM F477. 21. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER COMPANY. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 22. GAS METERS MUST BE PROTECTED BY BOLLARDS AND FENCES IF INSTALLED WITHIN THE EXTERIOR OF THE BUILDING AS REQUIRED BY THE JURISDICTIONAL GAS PURVEYOR. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-CNDS-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-CNDS-1B----->LAYOUT: C-104 NOTS AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 C-104 NOTES AND REFERENCES SHEET� LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD 10 7 6 13 2 66' 3.0' 3.0' 3.0' 3.0' 262.97' (SURVEY) 262.99' (TAX MAP) 212.09' 6.9' 1.0' CENTRAL AVENUE SHEPARD AVENUE LINDEN AVENUE BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET TBM-A TBM-B P.O.B. D.B. 5848, PG. 759 N/F LANDS OF INST. #521112 D.B. 5848, PG. 759 McDONALD'S CORPORATION 3' SIDE YARD SETBACK C-2 ZONE R-2 ZONE R-2 ZONE C-1 ZONE C-2 ZONE R-2 ZONE C-2 ZONE APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. TO BE MODIFIED T.B.R. T.B.R. T.B.R. TO BE RENOVATED T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. T.B.R. LIMIT OF CURB T.B.R. LIMIT OF CURB T.B.R. LIMIT OF CURB T.B.R. LIMIT OF CURB T.B.R. LIMITS OF CONC. WALL T.B.R. LIMIT OF CURB T.B.R. LIMIT OF CURB T.B.R. LIMIT OF CURB T.B.R. CONTRACTOR TO VERIFY LIMITS OF CONC. STRUCTURE PRIOR TO CONSTRUCTION AND IF IT WILL CONFLICT WITH PROP. IMPROVEMENTS. EXISTING ELECTRIC SERVICE TO REMAIN EXISTING WATER LINE TO REMAIN CONC. CURB TO REMAIN WHEEL STOP T.B.R. RIM TO BE RESET AT GRADE (REFER TO GRADING PLAN) TO BE RELOCATED TO BE RELOCATED TO BE RELOCATED LIMIT OF CURB T.B.R. EXISTING PIPE T.B.R. DETECTABLE WARNING SURFACE T.B.R. EXISTING BOLLARD T.B.R. LEGEND EXISTING REMOVALS CANOPY PROPERTY LINE ADJACENT PROPERTY LINE SAWCUT LINE / LIMIT OF DISTURBANCE CURB FLUSH CURB PAVEMENT MARKING ACCESSIBLE SYMBOL AREA LIGHT MANHOLE DRAINAGE / SANITARY DRAINAGE INLET BUILDING MANHOLE BOLLARD FENCE GUIDE RAIL SIGN / BOLLARD SIGN WATER / GAS VALVE SIAMESE CONNECTION UTILITY POLE FIRE HYDRANT ROW LINE EASEMENT LINE LIGHT POLE TREE 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 T.B.R. = FEATURE TO BE REMOVED ALL EXISTING FEATURES IN R.O.W. ARE TO REMAIN UNLESS OTHERWISE NOTED ALL EXISTING ON-SITE FEATURES WITHIN THE LIMIT OF DISTURBANCE ARE TO REMAIN UNLESS OTHERWISE NOTED. ALL EXISTING FEATURES OUTSIDE LIMIT OF DISTURBANCE ARE TO REMAIN UNLESS OTHERWISE NOTED. REFER TO SOIL EROSION AND SEDIMENT CONTROL PLAN FOR SOIL EROSION NOTES AND MEASURES. THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY REFER TO NOTES AND REFERENCES SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-SPPD-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-SPPD-1B----->LAYOUT: C-201 DEMO AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 DEMOLITION PLAN C-201 CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH LOCATION OF UTILITIES IF CONFLICTS EXIST.� D 10 7 6 66' 3.0' 3.0' 3.0' 3.0' 262.97' (SURVEY) 262.99' (TAX MAP) 212.09' 6.9' 1.0' CENTRAL AVENUE SHEPARD AVENUE LINDEN AVENUE BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET TBM-A TBM-B S30°26'00"W N59°34'00"W 123.00' N30°26'00"E 162.97' N59°34'00"W 100.09' N30°26'00"E 150.00' 247.95' S42°32'00"E S48°28'00"W 40.96' 197.26' P.O.B. D.B. 5848, PG. 759 N/F LANDS OF INST. #521112 D.B. 5848, PG. 759 McDONALD'S CORPORATION 61.9' 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES 2 3' SIDE YARD SETBACK 4'R 3'R 2'R 2'R 2 2 4'R 15'R 2'R 3'R C-2 ZONE R-2 ZONE R-2 ZONE C-1 ZONE C-2 ZONE R-2 ZONE 150' 3'R 8.5' 6' 5' 6' 4' 8' 8' 5' 18' 8.5' 6' 6' 29.6' 31.9' 18.4' 14.8' 4.4' 19.1' 7' 21' 14.8' 36.1' 4.3' 7.2' 31.5' 65.4' 11.7' 5.1' 117.4' 26.8' 37.3' 17.6' 11' 5' 21.2' 36.9' 5' 8.7' 18' 10.6' 26.1' ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) PROP. ± 227 SF BUILDING EXPANSION PROP. ± 60 SF BUILDING EXPANSION B B A C-2 ZONE APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) 5' 18.6' 22' 101.9' PROP. RELOCATION OF EXIST. PARKING SPACES PROP. DOOR (TYP.) PROP. RELOCATED TRASH ENCLOSURE APPROX. LOCATION OF EXISTING LOADING AREA PROP. ADA RAMP (TYP.) PROP. 5 LF FLUSH CURB (TYP.) PROP. ADA SIGN PROP. 5 LF FLUSH CURB (TYP.) PROP. ADA STRIPING & SYMBOL PROP. YELLOW STRIPING PROP. YELLOW STRIPING PROP. CONC. SIDEWALK (TYP.) PROP. CONC. CURB (SEE GRADING PLAN) LIMIT OF PROP. CONC. CURB (SEE GRADING PLAN) PROP. CONC. WALKWAY PROP. DOOR (TYP.) PROP. 6" CONC. CURB PROP. 6" CONC. CURB LIMIT OF PROP. 6" CONC. CURB LIMIT OF PROP. 6" CONC. CURB LIMIT OF PROP. CONC. CURB (SEE GRADING PLAN) PROP. 6" THICK CONC. PAD (TYP.) PROP. 6' WIDE CROSSWALK PROP. 'A' INLET PROP. 6" CONC. CURB PROP. CONC. SIDEWALK (TYP.) PROP. 'A' INLET PROP. 6" CONC. CURB PROP. ADA RAMP (TYP.) PROP. WHITE DIRECTIONAL ARROW (TYP.) PROP. 'STOP FOR PEDESTRIANS' SIGN (R1-5B LEFT) PROP. 8" CONC. PAD PROP. 40 LF FLUSH CURB (TYP.) PROP. CONC. RAMP PROP. LANDSCAPE AREA PROP. DOGHOUSE MANHOLE PROP. CANOPY PROP. CANOPY PROP. CANOPY PROP. CANOPY PROP. DOOR (TYP.) PROP. DOOR (TYP.) PROP. DOOR (TYP.) PROP. ADA VAN SIGN EXISTING DOOR PROP. ADA RAMP (TYP.) PROP. 5 LF FLUSH CURB (TYP.) 11.4' LEGEND EXISTING PROPOSED CANOPY PROPERTY LINE ADJACENT PROPERTY LINE SAWCUT LINE / LIMIT OF DISTURBANCE CURB FLUSH CURB PAVEMENT MARKING ACCESSIBLE SYMBOL AREA LIGHT DOOR LOCATION MANHOLE DRAINAGE / SANITARY EN/EXT DRAINAGE INLET BUILDING CURB WALL RETAINING WALL UTILITY MANHOLE BOLLARD FENCE HANDRAIL GUIDE RAIL DECORATIVE FENCE SIGN / BOLLARD SIGN WATER / GAS VALVE G.V. W.V. DATA C/O UTILITY POLE 8 PARKING COUNT FIRE HYDRANT Y D H ROW LINE EASEMENT LINE LIGHT POLE DRAINAGE INLET X D 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY REFER TO NOTES AND REFERENCES SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-SPPD-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-SPPD-1B----->LAYOUT: C-301 SITE AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 SITE LAYOUT PLAN C-301 PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN. STALL SIZE § 51-192.A.1 8.5' x 18' 8.5 X 17.7' (E) NO CHANGE MIN. AISLE WIDTH § 51-192.B.1 24' 14.8' (E) NO CHANGE MIN. LOADING SPACES § 51-165 1 SPACE 1 SPACE NO CHANGE MIN. LOADING SPACE SIZE § 51-192.A.1 12' X 45' 12' X 45' NO CHANGE MIN. NUMBER OF SPACES § 51-164 16 SPACES* 38 SPACES NO CHANGE MIN. NUMBER ADA SPACES 2010 ADA STANDARDS 2 SPACES 1 (INCLUDING 1 VAN SPACE) 2 SPACES NO CHANGE *FAST FOOD RESTAURANT: 1 SPACE / 4 SEATS MIN = 63 SEATS (1 SPACE / 4 SEATS) = 16 SPACES REQUIRED 1 FOR 26 TO 50 TOTAL PARKING SPACES PROVIDED, 2 ADA SPACES MUST BE PROVIDED (INCLUDING 1 VAN SPACE) KEY = (E) EXISTING NONCONFORMITY VARIANCE REQUIRED ZONING TABLE ZONE: GATEWAY COMMERCIAL (C-2) USE: FULL-SERVICE RESTAURANT (PERMITTED IN C-2) BLOCK: 423 LOTS: 10 & 12 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN. LOT AREA § 51-103.B.3 & § 51-102.E.1 EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION 1.05 AC. 45,679 SF NO CHANGE MIN. LOT WIDTH § 51-103.B.3 & § 51-102.E.1 EXISTING LOTS SHALL BE PERMITTED TO RETAIN THEIR SIZE AND DIMENSION 123' NO CHANGE MIN. FRONT YARD[1] § 51-103.B.3(b) 0' 28.6' (BUILDING) 34.6' (CANOPY) NO CHANGE (BUILDING) 26.8' (CANOPY) MIN. SIDE YARD[1] § 51-103.B.3(b) 0' or >3' 14.4' (BUILDING) 11.8' (CANOPY) NO CHANGE (BUILDING) 10.6' (CANOPY) MIN. REAR YARD[1] § 51-103.B.3(b) 15' 109.1' 101.9' MIN. BUILDING WIDTH § 51-103.B.3(b) 80% OF LOT [2] (±98.4') 27.5' (E) NO CHANGE MAX. LOT COVERAGE § 51-103.B.3(b) 90% (41,112 SF) 80.51% (36,777 SF) 81.59% (37,268 SF) KEY = (E) EXISTING NONCONFORMITY VARIANCE REQUIRED [1] WHERE A NONRESIDENTIAL ZONE ADJOINS A RESIDENTIAL ZONE WITHIN A BLOCK, ANY PRINCIPAL OR ACCESSORY BUILDING CONSTRUCTED IN THE NONRESIDENTIAL DISTRICT WITHIN 100 FEET OF THE RESIDENTIAL DISTRICT ALONG THE SAME STREET FRONT SHALL BE SET BACK AT LEAST 1/2 THE DISTANCE THAT WOULD BE REQUIRED IF THE PREMISES WERE DEEMED TO BE LOCATED IN THE ADJOINING RESIDENTIAL ZONE, BUT IN NO EVENT LESS THAN 20 FEET. (COMPLIES) [2] ±123' * 80% = ±98.4' ZONING NOTES § 51.187.E: SIDEWALKS SHALL HAVE A MINIMUM PAVED WIDTH OF FOUR FEET. WHERE SIDEWALKS ABUT THE CURB AND CARS OVERHANG THE SIDEWALK, SIDEWALK WIDTH SHALL BE FIVE FEET. (EXISTING NON-CONFORMITY, 3') § 51.192.D: ALL AREAS UTILIZED FOR PARKING SHALL HAVE WHEEL STOPPERS, BUMPERS AND CURBING TO SERVE AS BARRIERS FOR EACH STALL TO PREVENT VEHICLES FROM MOVING ONTO THE ADJACENT LANDSCAPED AREAS, AND ALL SUCH PARKING AREAS SHALL FURTHER BE PROTECTED BY APPROPRIATE BARRIERS TO PREVENT EROSION OF THE LANDSCAPED AREAS UNDER NORMAL WEATHER CONDITIONS. (COMPLIES) § 51.192.G: THERE SHALL BE A PAVED PEDESTRIAN WALK FROM ANY DOORWAY OF ANY BUILDING TO THE IMMEDIATELY ADJACENT DRIVEWAY OR PARKING AREA, WHICH PEDESTRIAN WALK SHALL BE AT LEAST FOUR FEET IN WIDTH AND RAISED AT LEAST FOUR INCHES ABOVE THE LEVEL OF THE DRIVEWAY OR PARKING AREA. (COMPLIES) § 51.192.H: THE DRIVEWAY AND PARKING AND LOADING AREAS SHALL BE SURFACED WITH CONCRETE OR ASPHALTIC MIX AND SHALL BE CLEARLY MARKED TO SHOW THE PARKING ARRANGEMENT. (COMPLIES) § 51.193.L.1(B): PARKING AREAS, REFUSE COLLECTION AND UTILITY AREAS, LOADING AND UNLOADING AREA, OUTSIDE STORAGE, WHERE PERMITTED, SHALL BE SCREENED AROUND THEIR PERIMETER BY A BUFFER STRIP A MINIMUM OF FIVE FEET WIDE. THE HEIGHT OF THE BUFFER SCREEN SHALL BE A MINIMUM OF FOUR FEET. (COMPLIES) WALL MOUNTED SIGNS ITEM CODE PERMITTED EXISTING PROPOSED MAX. NUMBER OF SIGNS § 51-170.B 2 SIGNS TOTAL (LOCATED ON SEPARATE FACADES)1 1 SIGN (NON DRIVE-THRU FACADE) 2 SIGNS (FRONT FACADE) TOTAL: 3 SIGNS (E) 2 SIGNS (NON DRIVE-THRU FACADE) 1 SIGN (FRONT FACADE) TOTAL: 3 SIGNS (V) MAX. SIGN WIDTH § 51-170.B 90% OF WIDTH OF BUILDING FRONT (24.75') 16.41' 16.41' MAX. SIGN HEIGHT § 51-170.B 24" 3.5' (E) 3.5' (V) MAX. SIGN AREA § 51-170.B 1.5 SF PER LINEAR FEET OF BUILDING FRONT (41.25 SF) ARCH SIGN (NON DRIVE-THRU FACADE): 14 SF ARCH SIGN (FRONT FACADE): 14 SF 'MCDONALD'S' SIGN (FRONT FACADE): 33.64 SF TOTAL: 61.64 SF (E) ARCH SIGN (NON DRIVE-THRU FACADE): 14 SF 'MCDONALD'S' SIGN (NON DRIVE-THRU FACADE): 33.64 SF ARCH SIGN (FRONT FACADE): 14 SF TOTAL: 61.64 SF (V) KEY= E = EXISTING NON-CONFORMITY V= VARIANCE REQUIRED 1 ALL BUSINESSES ARE PERMITTED ONE WALL-MOUNTED SIGN. ONE ADDITIONAL WALL SIGN IS PERMITTED WHERE IT HAS A SECONDARY STREET FRONTAGE BUT IN NO CASE SHALL A BUSINESS HAVE MORE THAN TWO WALL-MOUNTED SIGNS IN TOTAL. WHERE TWO SIGNS ARE PERMITTED, THEY MUST BE LOCATED ON SEPARATE FACADES. 2 MAX. SIGN WIDTH CALCULATION = 27.5' (0.90) = 24.75' 3 MAX. SIGN AREA CALCULATION = 1.5 SF * 27.5' = 41.25 SF A B B B B A� 66' 3.0' 3.0' 3.0' 3.0' 262.97' (SURVEY) 262.99' (TAX MAP) 212.09' 6.9' 1.0' CENTRAL AVENUE SHEPARD AVENUE LINDEN AVENUE BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET TBM-A TBM-B P.O.B. D.B. 5848, PG. 759 N/F LANDS OF INST. #521112 D.B. 5848, PG. 759 McDONALD'S CORPORATION >> >> >> >> FFE: ±170.65 172 171 RIM TO BE RESET G: 168.95 >> >> >> >> >> RL 169 RL 169 >>>> >> >> 170 D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) PROP. ± 227 SF BUILDING EXPANSION PROP. ± 60 SF BUILDING EXPANSION APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) RIM : 169.35 PROPOSED DOGHOUSE MANHOLE GRT : 168.60 PROPOSED 'A' INLET GRT : 170.45 PROPOSED 'A' INLET MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING G 170.25 G 170.35 TC G 170.00 170.50 TC G 170.17 170.50 TC G 170.33 170.50 G 170.65 G 170.65 G 170.70 G 170.40 G 170.30 TC G 172.15 172.65 G 170.65 G 170.65 MATCH G 168.46 MATCH G 168.40 FLUSH G 168.76 TC G 170.05 170.55 MATCH EXISTING MATCH EXISTING MATCH EXISTING FLUSH G 170.50 FLUSH G 171.50 TC G 171.70 172.03 TC G 168.85 169.35 TC G 169.96 170.46 TC G 172.25 172.75 G 170.65 G 172.71 G 172.11 G 171.58 G 170.61 G 170.30 TC G 170.13 170.46 G 170.58 G 170.56 G 170.57 G 170.57 G 170.47 G 170.50 G 170.57 G 169.93 MATCH EXISTING MATCH EXISTING FLUSH G 170.74 TC G 169.50 170.00 G 170.10 TC G 169.34 169.84 TC G 169.50 170.00 G 170.72 FLUSH G 170.62 G 170.75 G 170.85 G 170.65 G 170.85 G 170.61 MATCH EXISTING G 170.57 G 170.65 G 170.00 G 169.89 FLUSH G 170.07 G 170.09 G 170.56 G 170.54 G 170.57 FLUSH G 169.44 G 170.50 TC G 170.03 170.53 TOP / BOTTOM CURB ELEVATION F.F. EL 16.00 TC 15.25 BC 14.75 TOP / BOTTOM CURB WALL ELEVATION TCW 16.25 BCW 14.75 TOP / BOTTOM WALL ELEVATION TW 18.25 BW 14.75 TOP / BOTTOM STEP ELEVATION TS 15.25 BS 14.75 SPOT ELEVATION FINISHED FLOOR ELEVATION 14.75 SWALE / BIOSWALE CONTOUR 18 RIDGE LINE FLOW ARROW LEGEND EXISTING PROPOSED CANOPY PROPERTY LINE SAWCUT LINE / LIMIT OF DISTURBANCE CURB FLUSH CURB ACCESSIBLE SYMBOL AREA LIGHT BUILDING CURB WALL RETAINING WALL UTILITY POLE LIGHT POLE WATER LINE FIRE LINE ELECTRIC LINE TELEPHONE LINE GAS LINE STORM PIPE SANITARY SEWER W FE G S MANHOLE DRAINAGE / SANITARY DRAINAGE INLET UTILITY MANHOLE WATER / GAS VALVE G.V. W.V. CLEANOUT C/O FIRE HYDRANT Y D H X DRAINAGE INLET D 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 SEE ADDITIONAL DRAINAGE NOTES ON DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY REFER TO NOTES AND REFERENCES SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-GRAD-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-GRAD-1B----->LAYOUT: C-401 GRAD AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 GRADING PLAN C-401 EXISTING ELEVATIONS FOR INLET GRATES AND MANHOLE RIMS ARE TO REMAIN UNLESS OTHERWISE NOTED.� TBM-A TBM-B >> >> >> >> >> >> >> >> >> >> >> FFE: ±170.65 >> >> >> >> >> >> >> >> >> >> >> >> RL 169 RL 169 >>>> >> >> >> >> >> >> 170 D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) TC G 170.14 170.47 TC G 170.11 170.44 TC G 170.50 171.00 TC G 170.12 170.62 FLUSH G 170.08 TC G 170.11 170.44 FLUSH G 170.07 TC G 170.05 170.55 TC G 170.57 171.07 G 170.35 G 170.25 G 170.33 G 170.29 TC G 170.13 170.46 TC G 170.09 170.18 TC G 170.06 170.15 TC G 170.53 171.03 G 170.65 G 170.65 G 170.59 G 170.55 G 170.59 G 169.87 G 169.91 G 169.94 G 169.93 G 169.97 TC G 170.00 170.50 G 170.65 G 170.65 G 170.58 G 170.52 G 170.55 FLUSH G 169.43 FLUSH G 168.74MATCH G 168.40 TC G 170.03 170.53 TC G 170.04 170.54 TC G 170.02 170.52 FLUSH G 168.78 MATCH G 168.46 G 169.94 FLUSH G 169.45 G 170.58 TOP / BOTTOM CURB ELEVATION F.F. EL 16.00 TC 15.25 BC 14.75 TOP / BOTTOM CURB WALL ELEVATION TCW 16.25 BCW 14.75 TOP / BOTTOM WALL ELEVATION TW 18.25 BW 14.75 TOP / BOTTOM STEP ELEVATION TS 15.25 BS 14.75 SPOT ELEVATION FINISHED FLOOR ELEVATION 14.75 SWALE / BIOSWALE CONTOUR 18 RIDGE LINE FLOW ARROW LEGEND EXISTING PROPOSED CANOPY PROPERTY LINE SAWCUT LINE / LIMIT OF DISTURBANCE CURB FLUSH CURB ACCESSIBLE SYMBOL AREA LIGHT BUILDING CURB WALL RETAINING WALL UTILITY POLE LIGHT POLE WATER LINE FIRE LINE ELECTRIC LINE TELEPHONE LINE GAS LINE STORM PIPE SANITARY SEWER W FE G S MANHOLE DRAINAGE / SANITARY DRAINAGE INLET UTILITY MANHOLE WATER / GAS VALVE G.V. W.V. CLEANOUT C/O FIRE HYDRANT Y D H X DRAINAGE INLET D 10 5 10 20 40 GRAPHIC SCALE 1 INCH = 10 FEET 0 THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY REFER TO NOTES AND REFERENCES SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-GRAD-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-GRAD-1B----->LAYOUT: C-402 ADA AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 ADA GRADING PLAN C-402 ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2020) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. 5. ANY WORK PROPOSED IN THE STATE OF NEW JERSEY MUST CONFORM TO THE NJ UNIFORM CONSTRUCTION CODE SUBCHAPTER 7, BARRIER-FREE ACCESS.� 66' 3.0' 3.0' 3.0' 3.0' 262.97' (SURVEY) 262.99' (TAX MAP) 212.09' 6.9' 1.0' CENTRAL AVENUE SHEPARD AVENUE LINDEN AVENUE BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET TBM-A TBM-B P.O.B. D.B. 5848, PG. 759 N/F LANDS OF INST. #521112 D.B. 5848, PG. 759 McDONALD'S CORPORATION FFE: ±170.65 172 171 RL 169 RL 169 170 D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) PROP. ± 227 SF BUILDING EXPANSION PROP. ± 60 SF BUILDING EXPANSION APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) APPROX. LOCATION OF SAWCUT AND FULL DEPTH PAVEMENT REPAIR (TYP.) RIM : 169.35 INV. OUT : 166.51 PROPOSED DOGHOUSE MANHOLE GRT : 168.60 INV. : 166.58 PROPOSED 'A' INLET PROP. CONNECTION TO EXISTING INLET INV. OUT (15"): 167.29 GRT : 170.45 INV. : 167.10 PROPOSED 'A' INLET PROP. 20 LF OF 15" RCP CL III @ 0.50% SL. STM. PROP. 38 LF OF 15" RCP CL V @ 0.50% SL. STM. PROP. CONNECTION TO EXISTING MANHOLE INV. IN (15"): 167.00 PROP. 14 LF OF 12" RCP CL V @ 0.50% SL. STM. WATER LINE FIRE LINE ELECTRIC LINE TELEPHONE LINE GAS LINE STORM PIPE SANITARY SEWER W FE G S LEGEND EXISTING PROPOSED CANOPY PROPERTY LINE ADJACENT PROPERTY LINE SAWCUT LINE / LIMIT OF DISTURBANCE CURB FLUSH CURB BUILDING CURB WALL RETAINING WALL ROW LINE EASEMENT LINE THIS PLAN TO BE UTILIZED FOR DRAINAGE PURPOSES ONLY REFER TO NOTES AND REFERENCES SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-GRAD-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-GRAD-1B----->LAYOUT: C-403 DRAIN AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 DRAINAGE PLAN C-403 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 EXISTING ELEVATIONS FOR INLET GRATES AND MANHOLE RIMS ARE TO REMAIN UNLESS OTHERWISE NOTED.� D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD 66' 3.0' 3.0' 3.0' 3.0' 262.97' (SURVEY) 262.99' (TAX MAP) 212.09' 6.9' 1.0' CENTRAL AVENUE SHEPARD AVENUE LINDEN AVENUE BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET TBM-A TBM-B P.O.B. D.B. 5848, PG. 759 N/F LANDS OF INST. #521112 D.B. 5848, PG. 759 McDONALD'S CORPORATION FS FS FS FS FS FS FS FFE: ±170.65 172 171 RIM TO BE RESET G: 168.95 RL 169 RL 169 170 RIM : 169.35 PROPOSED DOGHOUSE MANHOLE GRT : 168.60 PROPOSED 'A' INLET PROP. CONNECTION TO EXISTING INLET INV. OUT (15"): 167.29 GRT : 170.45 PROPOSED 'A' INLET PROP. 20 LF OF 15" RCP CL III @ 0.50% SL. STM. PROP. 38 LF OF 15" RCP CL V @ 0.50% SL. STM. PROP. CONNECTION TO EXISTING MANHOLE INV. IN (15"): 167.00 PROP. 14 LF OF 12" RCP CL V @ 0.50% SL. STM. 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES USBOOB USBOOB USBOOB USBOOB SF SF SF SF SF ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) PROP. ± 227 SF BUILDING EXPANSION PROP. ± 60 SF BUILDING EXPANSION LIMIT OF DISTURBANCE 13,068 SF. (0.30 AC.) TEMPORARY SOIL STOCKPILE (TYP) PROP. TEMPORARY BLOCK & SEDIMENT TUBE PROP. INLET FILTER (TYP) EXISTING ASPHALT PAVEMENT TO BE UTILIZED AS STABILIZED CONSTRUCTION ACCESS PROP. SILT FENCE (TYP) PROP. TRENCH DRAIN FILTER (TYP) FS FS FS FS FS LEGEND PROPOSED INLET FILTER TEMPORARY STOCK PILE TEMPORARY BLOCK & SEDIMENT TUBE SILT FENCE LIMIT OF DISTURNBANCE TREE PROTECTION FENCE FSSF LOD TPF CONSTRUCTION ENTRANCE SOIL TYPES URBAN LAND, BOONTON SUBSTRATUM - BOONTON COMPLEX, RED SANDSTONE LOWLAND, 0 TO 8 PERCENT SLOPES CT COMPACTION TEST USBOOB SESC COMPACTION NOTE THE SUBJECT SITE IS LOCATED IN PLANNING AREA-1 AND IS DEVELOPED UNDER EXISTING CONDITIONS. BASED ON THE NEW JERSEY DEPARTMENT OF AGRICULTURE STATE SOIL CONSERVATION COMMITTEE TECHNICAL BULLETIN, EFFECTIVE MARCH 2018, THE SOIL COMPACTION REQUIREMENTS ARE NOT APPLICABLE. 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY LIMIT OF DISTURBANCE LINE HAS BEEN OFFSET FOR GRAPHICAL PURPOSES. ACTUAL LIMIT OF DISTURBANCE WILL OCCUR AT THE SILT FENCE OR LIMIT OF GRADING. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-SPPD-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-SPPD-1B----->LAYOUT: C-601 EROS AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 SOIL EROSION & SEDIMENT CONTROL PLAN C-601 STABILIZATION SPECIFICATIONS - PERMANENT SEEDING - LIME - 90 LBS/1.000 SF GROUND LIMESTONE - FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 LBS/ACRE OR 11 LBS/1,000 SF; 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE, AND INCORPORATED INTO THE SURFACE A MINIMUM OF 4 INCHES. (PER § 4-1 NJSESC STANDARDS) - SEEDS: - PERMANENT STABILIZATION SPECIFICATIONS: MULCHING A. MULCH IS REQUIRED ON ALL SEEDING. MULCH MATERIALS TO BE UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, AT THE RATE OF 1.5 TO 2 TONS/ACRE OR 70 TO 90 LBS/1,000 SQ. FT, EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BIND, THE RATE OF APPLICATION IS 3 TONS PER ACRE. B. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT AT LEAST 85% OF SOIL SURFACE WILL BE COVERED. FOR UNIFORM DISTRUBUTION OF HAND-SPREAD MULCH, DIVIDE THE AREA INTO APPROXIMATELY 1,000 SQ. FT. SECTIONS AND DISTRIBUTE 70-90 LBS WITHIN EACH SECTION. C. MULCH ANCHORING TO BE DONE IMMEDIATELY AFTER PLACEMENT BY ONE OF THE FOLLOWING METHODS: 1. PEG AND TWINE 2. MULCH NETTING 3. CRIMPER 4. LIQUID MULCH-BINDERS HARD FESCUE: 130 LBS/ACRE OR 3 LBS/1,000 S.F. CHEWINGS FESCUE: 45 LBS/ACRE OR 1 LBS/1,000 S.F. STRONG CREEPING RED FESCUE: 45 LBS/ACRE OR 1 LBS/1,000 S.F. PERENNIAL RYEGRASS: 10 LBS/ACRE OR 0.25 LBS/1,000 S.F. SEQUENCE OF CONSTRUCTION: · PHASE I: INSTALL ANTI-TRACKING PAD AND OTHER SOIL EROSION SEDIMENT CONTROL MEASURES, INCLUDING FILTER SOCKS AND BLOCK & SEDIMENT TUBES. (1 DAY) · PHASE 2: DEMOLISH PAVEMENT AND SITE FEATURES. (1 WEEK) · PHASE 3: CLEAR AND ROUGH GRADE FOR AREAS REQUIRING EXCAVATION. (3 WEEKS) · PHASE 4: EXCAVATE AND INSTALL ON SITE IMPROVEMENTS INCLUDING BUILDING EXPANSION, CURBING, PAVEMENT, UNDERGROUND UTILITIES, ETC. (4 WEEKS) · PHASE 5: FINAL GRADING ON SITE. (1 WEEK) · PHASE 6: INSTALL PAVING, CONCRETE, AND FINAL VEGETATION INCLUDING SEEDING AND LANDSCAPING. (3 WEEKS) · PHASE 7: REMOVAL OF SOIL EROSION MEASURES UPON APPROVAL FROM HUDSON ESSEX PASSAIC SOIL CONSERVATION DISTRICT. (1 DAY) STABILIZATION SPECIFICATIONS TEMPORARY SEEDING AND MULCHING: - LIME LIME RATES SHALL BE DETERMINED BY SOIL TESTING - SEEDS COOL SEASON: PERENNIAL RYE GRASS 100 LBS/ACRE OR 1 LBS/1,000 SF OR OTHER APPROVED SEEDS; PLANT BETWEEN: MARCH 1 AND MAY 15. WARM SEASON: - PEARL MILLET AT 20 LBS/ACRE OR 0.5 LBS/1,00 SF OR OTHER APPROVED SEEDS: PLANT BETWEEN: MAY 15 AND AUGUST 15. - MULCH SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS/1,000 SF TO BE APPLIED ACCORDING TO THE STATE STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER). MULCH STABILIZATION A. UNROTTED SMALL-GRAIN STRAW, OR SALT HAY AT 2.0 TO 2.5 TONS/ACRE IS SPREAD UNIFORMLY AT 90 TO 115 POUNDS/1,000 SF AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS. OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. B. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABLE CONDITIONS AND IN QUANTITIES AS RECOMMENDED BY THE MANUFACTURER. C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1.500 POUNDS/ACRE (OR ACCORDING TO THE MANUFACTURER'S REQUIREMENTS) MAY BE APPLIED BY A HYOROSEEOER. D. MULCH NETTING SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, MAY BE USED. E. MULCH ANCHORING TO BE DONE IMMEDIATELY AFTER PLACEMENT BY ONE OF THE FOLLOWING METHODS: (1) PEG AND TWINE (2) MULCH NETTING (3) LIQUID MULCH-BINDERS SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.45 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. HUDSON ESSEX PASSAIC SCD NOTES (HUDSON ESSEX PASSAIC SCD. 7/2017) 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL – 8/15 – 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL – [email protected] 9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT’S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS’ INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT.� CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-CNDS-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-CNDS-1B----->LAYOUT: C-602 EROS AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 C-602 SOIL EROSION & SEDIMENT CONTROL DETAILS NJSCD STANDARD FOR DUST CONTROL NOT TO SCALE (O999916 - 2/2018) TILLAGE- TO ROUGHEN THE SURFACE AND BRING THE CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. SPRINKLING- SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS- SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. CALCIUM CHLORIDE- SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS. STONE- COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. DEFINITION THE CONTROL OF DUST ON CONSTRUCTION SITES AND ROADS PURPOSE TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, REDUCE ON- AND OFF-SITE DAMAGE AND HEALTH HAZARDS, AND IMPROVE TRAFFIC SAFETY. CONDITION WHERE PRACTICE APPLIES THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY WITHOUT TREATMENT. CONSULT WITH LOCAL MUNICIPAL ORDINANCES ON ANY RESTRICTIONS. WATER QUALITY ENHANCEMENT SEDIMENTS DEPOSITED AS "DUST" ARE OFTEN FINE COLLOIDAL MATERIAL WHICH IS EXTREMELY DIFFICULT TO REMOVE FROM WATER ONCE IT BECOMES SUSPENDED. USE OF THIS STANDARD WILL HELP TO CONTROL THE GENERATION OF DUST FROM CONSTRUCTION SITES AND SUBSEQUENT BLOWING AND DEPOSITION INTO LOCAL SURFACE WATER RESOURCES. PLANNING CRITERIA THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - SEE STANDARDS FOR STABILIZATION WITH MULCHES ONLY VEGETATIVE COVER - SEE STANDARDS FOR TEMPORARY VEGETATIVE COVER, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, AND PERMANENT STABILIZATION WITH SOD. SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MOCK SOILS). KEEP TRAFFIC OFF THESE AREAS. WATER DILUTION TYPE OF NOZZLE APPLY GALLONS/ ACRE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1,200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYLAMIDE (PAM) -SPRAY ON POLYACRYLAMIDE (PAM) -DRY SPREAD APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD. ACIDULATED SOY BEAN SOAP STICK NONE COARSE SPRAY 1,200 1 NJ SCD SEDIMENT CONTROL BAG FOR DEWATERING DETAIL NOT TO SCALE (O089906-08/2016) PUMP EXCAVATION AREA SEDIMENT CONTROL BAG FILTERED WATER FLOW PUMP DISCHARGE BAG MAY BE SURROUNDED BY STAKED HAY BALES AND FILTER FABRIC TO ENHANCE SEDIMENT CAPTURE NOTES: 1. CONTRACTOR MUST COMPLY WITH ALL APPLICABLE SOIL CONSERVATION AND NJDEP REQUIREMENTS REGARDING DISCHARGE OF EFFLUENT. 2. A SEDIMENT/SILT CONTROL BAG IS TO BE USED ON SITE WHERE EXCAVATIONS ARE DEEP AND SPACE IS LIMITED, AND WHEN DIRECT DISCHARGE OF SEDIMENT LADEN WATER TO STREAM OR DRAINAGE SYSTEM IS TO BE AVOIDED. 3. BAG MUST BE LOCATED AWAY FROM RECEIVING WATERS AND/OR CONSTRUCTION ACTIVITIES. 4. BAGS MUST BE DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND FED.,STATE, AND LOCAL REGULATIONS. BAGS MAY NOT BE REUSED. 5. DISCHARGE HOSE FROM PUMP MUST BE PLACED IN A STABILIZED AREA DOWN SLOPE OF UNSTABILIZED AREAS TO PREVENT EROSION. 6. MAINTENANCE MUST BE PERFORMED BY THE CONTRACTOR WHEN THE PUMP RUNS DRY AND BACK UP WATER REMAINS. 2 RUNOFF FILTERED WATER RUNOFF A A CURB RUNOFF RUNOFF CURB NOTES: 1. FOR LOCATIONS WHERE GUTTERBUDDY OR SEDIMENT FILTER TUBE WILL BE PLACED IN CONCENTRATED FLOWS, BED THE TUBE IN A JUTE MESH OF (FLOCMAT) CRADLE. TUBE MUST BE INSTALLED WHERE THE HANDLES WILL BE POSITIONED AT THE VERY TOP OF THE BAG. 2. GEOTEXTILE TO BE WOVEN POLYPROPYLENE PRODUCT 117f, BY SYNTHETIC INDUSTRIES INC., OR TERRATEX SC, BY WEBTEC INC., OR APPROVED EQUIVALENT. 3. 3/4" CLEAN STONE CORE SHALL BE COMPLETELY CONTAINED WITHIN GEOTEXTILE. SEAMS SHALL BE SEWN OR CLOSED BY SUITABLE MECHANICAL MEANS TO PREVENT LEAKAGE OF STONE. 4. MAINTENANCE MUST BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS IS NOT TO EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE EROSION TUBE. 5. INLET GRATE OPENING IS TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALL TIMES. 6. THE PROTECTION DEVICE IS DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR STORM EVENT AND IS INTENDED TO SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER SYSTEM. FILTER TUBE MUST BE EQUIP WITH AN OVERFLOW PROTECTION TO HANDLE HIGHER FLOW RATES DURING LARGER STORM EVENTS. 7. OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM SEWER INLET PROTECTION MAY BE USED IF PRE-APPROVED BY THE LOCAL SOIL CONSERVATION DISTRICT. 8. INSPECTIONS MUST BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT MUST BE MADE PROMPTLY, AS NEEDED. THE BARRIER IS TO BE REMOVED WHEN THE AREA DRAINING TOWARDS THE INLET HAS BEEN STABILIZED AND ACCEPTED BY THE MUNICIPAL ENGINEER AND/OR SOIL CONSERVATION DISTRICT. 9. ALL INLETS ARE TO BE FIT WITH AN INLET FILTER SACK, AS INDICATED ON THE PLANS. SEE INLET FILTER SACK DETAIL FOR ADDITIONAL INFORMATION. INLET FILTER DETAIL NOT TO SCALE (O049910- 1/2017) 9.0" DIAMETER (TYP.) GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. CURB GRATE JUTE MESH OR FLOCMAT CRADLE SECTION A-A AS REQUIRED INLET FILTER SACK (SEE DETAIL) GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. OVERFLOW HOLES/BYPASS DRAINAGE FOR LARGER STORM EVENTS TIGHTLY COMPRESS FILTER TUBE AGAINST CURB GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL. FOLD JUTE MESH FLOCMAT ON BOTH UPPER AND LOWER EDGES, TUCK JUTE MESH AGAINST BOTH SIDES TO CREATE A "CRADLE" JUTE MESH CRADLE PLAN VIEW 7 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. PROFILE VIEW OF INSTALLED FILTER SACK 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. ISOMETRIC VIEW SECTION VIEW 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8. FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK. INLET FILTER SACK DETAIL NOT TO SCALE (O049911 - 1/2017) SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE FINISH GRADE OVERFLOW HOLES 2"X2"X3/4" RUBBER BLOCK (TYP.) OR FLAT WASHERS 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT D 1/2 D 1/4 D INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. DEPTH = D LENGTH = L SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 WIDTH = W 4 CHART * AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. R 25' R 25' PROFILE GRADE PLAN VIEW NOTES: 1. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE ANTI-TRACKING PAD FOR THE DURATION OF THE PROJECT, SO THAT THE ROAD IS KEPT CLEAN. 2. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION EXIT AND PUBLIC R.O.W. 3. CONTRACTOR MUST APPLY TOP DRESSING WITH REPLACEMENT/ SUPPLEMENTAL STONE AS NECESSARY DURING THE PROJECT TO MAINTAIN ADEQUATE ANTI-TRACKING FUNCTION. 4. ANTI-TRACKING TO BE PROVIDED WHEREVER VEHICLES EXIT IN UN-STABILIZED PORTION OF THE CONSTRUCTION SITE. 5. TRACKING PAD IS TO EXTEND TO THE PAVED AREA IN THE PUBLIC R.O.W. SEE CHART PUBLIC R.O.W. SEE CHART STABILIZED CONSTRUCTION EXIT/ACCESS & ANTI-TRACKING PAD DETAIL NOT TO SCALE (O029901 - 08/2017) EXISTING GROUND PUBLIC RIGHT OF WAY 2 1/2" CLEAN STONE OVER GEOTECH FILTER FABRIC GEOTECH FILTER FABRIC 6" MIN PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIREMENTS COARSE GRAINED SOILS FINE GRAINED SOILS 0% TO 2% 50 Ft 100 Ft 2% TO 5% 100 Ft 200 Ft >5% ENTIRE ENTRANCE STABILIZED WITH HOT MIX ASPHALT BASE COURSE, MIX I-2* PROPERTY LINE 6 3 1 35' MAX GRADE NOTES: 1. CONTRACTOR SHALL SEPARATE TOP SOIL AND GENERAL EXCAVATED MATERIAL INTO SEPARATE STOCKPILES. 2. CONTRACTOR SHALL PROTECT EXCAVATED REUSABLE SOILS FROM SOILS CONTAMINATED WITH DELETERIOUS MATERIAL. TEMPORARY SOIL STOCKPILE DETAIL NOT TO SCALE (O079901 - 1/2017) MAINTAIN STOCK PILE SURFACE IN ACCORDANCE WITH TEMPORARY STABILIZATION NOTES MAX SIDE SLOPE (TYP) CONSTRUCT SILT FENCE AROUND PERIMETER OF STOCKPILE WITHIN UN PAVED AREAS (SEE DETAIL) OR TEMPORARY BLOCK AND SEDIMENT FILLER TUBE AROUND PERIMETER WITHIN PAVED AREAS (SEE DETAIL) 3 A RUNOFF A TEMPORARY BLOCK AND SEDIMENT FILTER TUBE NOT TO SCALE (O039907 - 1/2017) EROSION EEL / SEDIMENT FILTER TUBE OR APPROVED EQUAL FOLD FILTER FABRIC AROUND EROSION EEL / SEDIMENT FILTER TUBE OR APPROVED EQUAL CONCRETE BLOCKS CONCRETE BLOCKS FILTER FABRIC PLAN SECTION A-A RUNOFF 8 SILT FLOW NOTES: 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. 2. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT TO ANY SILT FENCE SHALL NOT EXCEED 5%. 3. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE SIDES. 4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS PROMPTLY AS POSSIBLE. 5. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE INSTRUCTED BY THE MUNICIPAL ENGINEER OR SOIL CONSERVATION DISTRICT. 6. THE BARRIER SHALL BE REMOVED WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE AND ACCEPTED BY THE MUNICIPAL ENGINEER OR SOIL CONSERVATION DISTRICT. 7. FENCE POSTS SHALL BE SPACED 8 FEET CENTER-TO-CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF HARDWOOD A MIN. DIAMETER THICKNESS OF 1 1 2 INCHES. 8. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST 2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT LOADING IS EXPECTED. 9. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER, SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE GROUND. FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL FASTENERS (NAILS OR STAPLES) AND HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING TO INDICATE LIMIT OF SILT ACCUMULATION. CONTRACTOR MUST CLEAR THE ACCUMULATED SILT WHEN LIMIT IS REACHED. 6" 6" 2' 2' MIN SILT FENCE DETAIL NOT TO SCALE (O039902 - 1/2017) APPROVED FILTER FABRIC MEETING STATE SPECIFICATIONS (3' WIDE) 2" x 2" WOOD OR METAL FENCE POSTS, SPACED 8' o.c. MAX. DRAWSTRING RUNNING THROUGH FABRICEXISTING UNDISTURBED GROUND DIG 6" WIDE x 6" DEEP TRENCH, BURY BOTTOM 1' OF FILTER FABRIC, TAMP IN PLACE AREA OF DISTURBANCE DRAWSTRING RUNNING THROUGH FABRIC GRADE FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC 5 ELEVATION PAVEMENT TRENCH DRAIN FILTER DETAIL NOT TO SCALE (O049904 - 1/2017) TRENCH DRAIN GRATE PAVEMENT 9.0" DIAMETER (TYP.) FOLD JUTE MESH FLOCMAT ON BOTH UPPER AND LOWER EDGES, TUCK JUTE MESH AGAINST BOTH SIDES TO CREATE A "CRADLE" JUTE MESH CRADLE GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL JUTE MESH ON FLOCMAT CRADLE AS REQUIRED RUNOFF LIGHTLY COMPRESSED FILTER TUBE OVERFLOW HOLES/BYPASS DRAINAGE FOR LARGER STORM EVENTS GUTTERBUDDY/SEDIMENT FILTER TUBE OR APPROVED EQUAL NOTES: 1. FOR LOCATIONS WHERE GUTTERBUDDY OR SEDIMENT FILTER TUBE WILL BE PLACED IN CONCENTRATED FLOWS, BED THE TUBE IN A JUTE MESH OF (FLOCMAT) CRADLE. TUBE MUST BE INSTALLED WHERE THE HANDLES WILL BE POSITIONED AT THE VERY TOP OF THE BAG. 2. GEOTEXTILE TO BE WOVEN POLYPROPYLENE PRODUCT 117f, BY SYNTHETIC INDUSTRIES INC., OR TERRATEX SC, BY WEBTEC INC., OR APPROVED EQUIVALENT. 3. 3/4" CLEAN STONE CORE SHALL BE COMPLETELY CONTAINED WITHIN GEOTEXTILE. SEAMS SHALL BE SEWN OR CLOSED BY SUITABLE MECHANICAL MEANS TO PREVENT LEAKAGE OF STONE. 4. MAINTENANCE MUST BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS IS NOT TO EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE EROSION TUBE. 5. INLET GRATE OPENING IS TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALL TIMES. 6. THE PROTECTION DEVICE IS DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR STORM EVENT AND IS INTENDED TO SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER SYSTEM. FILTER TUBE MUST BE EQUIP WITH AN OVERFLOW PROTECTION TO HANDLE HIGHER FLOW RATES DURING LARGER STORM EVENTS. 7. OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM SEWER INLET PROTECTION MAY BE USED IF PRE-APPROVED BY THE LOCAL SOIL CONSERVATION DISTRICT. 8. INSPECTIONS MUST BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT MUST BE MADE PROMPTLY, AS NEEDED. THE BARRIER IS TO BE REMOVED WHEN THE AREA DRAINING TOWARDS THE INLET HAS BEEN STABILIZED AND ACCEPTED BY THE MUNICIPAL ENGINEER AND/OR SOIL CONSERVATION DISTRICT. 9� 3.0' 3.0' 262.97' (SURVEY) 262.99' (TAX MAP) 212.09' 6.9' 1.0' CENTRAL AVENUE SHEPARD AVENUE BLOCK 423 LOT 9 BLOCK 423 LOT 5, 6 & 8 BLOCK 423 LOT 24 BLOCK 423 LOT 23 BLOCK 423 LOT 22 BLOCK 423 LOT 10 & 12 BLOCK 423 LOT 19 BLOCK 423 LOT 18 BLOCK 423 LOT 17 BLOCK 423 LOT 16 BLOCK 423 LOT 15 BLOCK 423 LOT 14 BLOCK 423 LOT 13 OAK STREET TBM-A TBM-B P.O.B. D.B. 5848, PG. 759 N/F LANDS OF INST. #521112 D.B. 5848, PG. 759 McDONALD'S CORPORATION 172 171 RL 169 RL 169 170 D 38 EXISTING SPACES 38 PROPOSED SPACES NO LOSS OF SPACES 3' SIDE YARD SETBACK ±4,330 SQ. FT. (EXIST.) 63 SEATS ±4,617 SQ. FT. (PROP.) PROP. ± 227 SF BUILDING EXPANSION PROP. ± 60 SF BUILDING EXPANSION (10) JS (1) ARB ALL PROP. LANDSCAPE BEDS ARE TO BE TREATED WITH A 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH (TYP.) EXISTING LANDSCAPING TO REMAIN, ANY DISTURBED OR DAMAGED PLANTINGS ARE TO BE REPLACED IN KIND (TYP.) EXISTING LANDSCAPING TO REMAIN, ANY DISTURBED OR DAMAGED PLANTINGS ARE TO BE REPLACED IN KIND (TYP.) EXISTING LANDSCAPING TO REMAIN, ANY DISTURBED OR DAMAGED PLANTINGS ARE TO BE REPLACED IN KIND (TYP.) PROP. HATCHED AREA TO BE TREATED WITH 4-6" RIVER STONE OVER WATER PERMEABLE WEED BARRIER FABRIC (TYP.) 20 10 20 40 80 GRAPHIC SCALE 1 INCH = 20 FEET 0 THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY REFER TO NOTES AND REFERENCES SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-LSCP-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-LSCP-1B----->LAYOUT: C-701 LSCP AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org W E S PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 LANDSCAPE PLAN C-701 LICENSED LANDSCAPE ARCHITECT G.A. MASCOLA NEW JERSEY LICENSE No. 21AS00126900 LANDSCAPE NOTES (L010002 - 01/2020) 1. TOPSOIL MUST BE APPLIED UNIFORMLY TO AN AVERAGE DEPTH OF 5 INCHES, WITH A MINIMUM DEPTH OF 4 INCHES REQUIRED. IF SPECIAL REGULATIONS AND/OR INDUSTRY DESIGN STANDARDS ARE APPROPRIATE, ALTERNATE TOPSOIL DEPTHS MAY BE CONSIDERED. SEE SSESCNJ STANDARD FOR TOPSOILING, PG. 8-2. TOPSOIL MUST BE NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT MUST BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. 2. ALL LANDSCAPE BEDS ARE TO BE TREATED WITH A 3" THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 3. ALL PLANTS ARE TO IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (FORMERLY THE AMERICAN ASSOCIATION OF NURSERYMEN). PLANTING OPERATIONS MUST BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS ARE NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. 4. PLANTING PITS ARE TO BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL IS TO REST ON UNDISTURBED GRADE. EACH PLANT PIT MUST BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: I. 1 PART PEAT MOSS II. 1 PART COMPOSTED COW MANURE BY VOLUME III. 3 PARTS TOPSOIL BY VOLUME 5. NEW PLANTINGS ARE TO BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER IS TO BE APPLIED TO EACH SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING IS TO CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 6. LANDSCAPE CONTRACTOR MUST GUARANTEE PLANTS FOR A PERIOD OF (1) ONE YEAR FROM INSTALLATION. PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF ROOT BALL AS SHOWN. PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS. BEFORE PLANTING, ADD 3 TO 4" OF WELL-COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. DOUBLE-SHREDDED HARDWOOD BARK MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT). FOR CONTAINER-GROWN SHRUBS, PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IN THE CONTAINER. REMOVE THE CONTAINER, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER. FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. 24" MINIMUM 8-12" B&B DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE (L101102-01/2013) 3" 1 4-6" DEEPER THAN ROOT BALL DOUBLE-SHREDDED HARDWOOD BARK MULCH (DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK) NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. CUT AND REMOVE BANDS OF WIRE BASKET,BURLAP AND ALL STRINGS OR TWINE FROM TOP 1/3 OF ROOT BALL. CUT WIRE BANDS AND REMAINING STRINGS OR TWINE ON THE REMAINING 2/3 ROOT BALL. 3. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. 4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 5. THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID MATTING OF SOIL LAYERS AS NEW SOIL IS ADDED. IT IS PREFERABLE TO TILL THE FIRST LIFT (2 TO 3 IN.) OF PLANTING SOIL INTO THE SUBSOIL. 6. TREES SHALL BE HEAVY AND NOT PRUNED, EXCEPT FOR SPECIFIC APPROVAL OF THE PLANNER. DECIDUOUS TREE PLANTING DETAIL W/STAKES NOT TO SCALE (L101106 - 06/2012) REINFORCED RUBBER HOSE (1/2" DIA. BLACK) PLASTIC GUY TIES 2" DIA. CEDAR STAKES 2/3 TREE HT. 3 PER TREE 12" WIDER THAN THE ROOT BALL PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL DO NOT STAKE OR WRAP TRUNK UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL SET ROOT BALL ON 2" MOUND OF COMPACTED BACKFILL MIXTURE IN BOTTOM OF HOLE CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM TOP OF ROOT BALL 6" PREPARED SOIL. 4" BUILT-UP EARTH SAUCER SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. ALL TREES WILL HAVE ONE CENTRAL LEADER 3" 2 OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: § TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. § TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. § VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS. § FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. CANOPY TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER ARB 1 ACER RUBRUM `BOWHALL` BOWHALL MAPLE 3" CAL. MIN. B&B EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER JS 10 JUNIPERUS CHINENSIS 'SPARTAN' SPARTAN JUNIPER 6-8' HT. B&B PLANT SCHEDULE� CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-CNDS-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-CNDS-1B----->LAYOUT: C-901 DETL AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 DETAIL SHEET C-901 MCDONALD'S WALL SIGN NOT TO SCALE (SOURCE: MCDONALD'S) A ARCH WALL SIGN NOT TO SCALE (SOURCE: MCDONALD'S) B� CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-CNDS-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-CNDS-1B----->LAYOUT: C-902 DETL AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 DETAIL SHEET C-902 NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THE ENGINEER PRIOR TO POURING. 2. TRANSVERSE EXPANSION JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART AND SHALL BE FILLED WITH PREFORMED, BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213, RECESSED 1/4" FROM THE FRONT FACE AND TOP OF THE CURB. 3. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 4. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2". 5. THESE SPECIFICATIONS ALSO MEET RSIS DESIGN STANDARDS. 6. THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 6" 18" 1"8" CONCRETE CURB 6" REVEAL DETAIL NOT TO SCALE (S030202-01/2013) 1/2" R FINISHED GRADE 1 1/4" R CONCRETE OR PAVEMENT SURFACE (SEE DETAIL) APPROVED SUBGRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) USE ONLY WHEN CURB IS ADJACENT TO NON BITUMINOUS PAVEMENT BASE COURSE: HOT POURED RUBBER ASPHALT JOINT SEALER AND 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECIFICATIONS M-33, TO BE INSTALLED BETWEEN CURB AND PAVEMENT. CONC. CLASS 'B' WITH AIR ENTRAINMENT 1/2" 6" (TYP.) (SEE NOTE) 1 8" 18" 17 1/2" 12" SEE PLAN VARIABLE NOTES: 1. ALL CONSTRUCTION TO COMPLY WITH BARRIER FREE CODE REQUIREMENTS 2. SEE STANDARD CURB DETAIL FOR OTHER REQUIREMENTS 3. WHEN ADJACENT TO A WALKWAY, FLARED SIDE SHALL NOT BE SLOPED MORE THAN 1:12. 4. WHEN NOT ADJACENT TO A HARD SURFACE WALKWAY, FLARE CAN BE REDUCED TO 18". 5. CURB REVEAL TYPICALLY 6" BUT CONTRACTOR SHALL REFER TO PLAN AND CURB DETAIL FOR CURB REVEAL SPECIFIC TO SITE LOCATION. 18" 18" PAVEMENT (2.0% MAX) SLOPE VARIES (SEE PLAN) PAVEMENT LINE COLINEAR WITH FLUSH CURB LINE A A SECTION A-A ADA FLUSH CURB DETAIL NOT TO SCALE (S039904-01/2013) TOP OF CURB FLARE SEE NOTE 3 & 4 FLARE 2 REINFORCED CONC. MAT P.S.I. @ 28 DAYS AIR ENTRAINED 1" 2" 3'-0" 7 1/2" X" ASPHALT/CONCRETE PAVING DETAIL WITH ISOLATION JOINT NOT TO SCALE (S080201-01/2013) PROP. PVMT. FOR REPAIR STRIP AND GRADE TRANSITION FROM CONCRETE MAT (SEE PAVEMENT DETAIL) 6 x 6 - 6/6 W.W.F. (ALTERNATE: CONT. #3 BAR @ 18" E.W. W/3 MIN. COVER) 1/4" R XX" XX" 4 FINISH ASPHALT, MIX I-5 BASE COURSE, MIX I-2 NEW DENSE GRADED AGGREGATE OR EQUIVALENT CRUSHED CONCRETE EXISTING STANDARD PAVING DETAIL NOT TO SCALE (S080102-01/2013) EXIST. PAVEMENT TACK COAT SAWCUT SUBGRADE SOILS TO BE COMPACTED TO 95% OF THE MAX DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY ASTM D-1557 NOTES: · REFER TO GEOTECHNICAL REPORT FOR OTHER REQUIREMENTS. 2" 4" 6" 5 DENSE GRADED AGGREGATE OR EQUIVALENT DOT SPEC CRUSHED CONCRETE I-5 HMAI-2 HMA PAVEMENT REPAIR DETAIL NOT TO SCALE (S080402-07/2016) EXIST. PAVEMENT SUBGRADE SOILS TO BE COMPACTED TO 95% OF THE MAX DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY ASTM D-1557 NOTES: · THIS DETAIL IS FOR PAVEMENT REPAIR ALONG NEW CURB LINES OR FOR EXCAVATED AREA WITHIN EXIST. PAVED SURFACES · MAINTAIN EXISTING PAVEMENT CROSS SLOPE · REFER TO GEOTECHNICAL REPORT FOR OTHER REQUIREMENTS. · COMPLY WITH DOT SPECIFICATIONS UNLESS OTHERWISE INDICATED. TACK COAT EXIST. OR NEW CURB (WHEN INDICATED) REPAIR STRIP AS REQUIRED SAWCUT 2" 4" 6" 6 3" 8" CONCRETE MAT DETAIL NOT TO SCALE (S029902 - 9/2016) 8" REINFORCED CONCRETE MAT 4500 P.S.I. AIR ENTRAINED CONCRETE AT 28 DAYS FOR TANK MAT 6" MIN. COMPACT DENSE GRADED AGGREGATE BASE COMPACTED APPROVED SUBGRADE MATERIAL #5 AT 1' O.C. MAX. EACH WAY FOR 10" MAT 6x6 - w2.9 x w2.9 FOR 8" MAT 3 3" REINFORCED CONCRETE MAT 6" THICK DETAIL NOT TO SCALE (S029905-01/2013) 6" REINFORCED CONCRETE MAT, 4500 PSI, AIR ENTRAINED AT 28 DAYS PAVEMENT 6" CRUSHED STONE OR EXISTING APPROVED SUBGRADE TAR SEAL COMPACTED APPROVED SUBGRADE MATERIAL 6 x 6 - w2.9 x w2.9 GALVANIZED WWF 19 4' MIN (SEE SITE PLAN) NOTE: 1. MIN. CROSS SLOPE 1 8" PER FOOT, MAX. 1 4" PER FOOT PITCHED TOWARDS ROADWAY. 2. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 12' INTERVALS TO BE RECESSED 1/4" - 1/2" FROM SIDEWALK SURFACE. CONTRACTION JOINTS TO BE SPACED AT EQUAL INTERVALS, 4' MAXIMUM LENGTH. CONCRETE SIDEWALK WITH STONE BASE DETAIL NOT TO SCALE (S090106- 9/2016) 4" COMPACTED STONE BASE (TYPE 2a) 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED APPROVED COMPACTED SUBGRADE 8 1 2" 1 2" EXPANSION JOINT WITH SEALANT DETAIL NOT TO SCALE (S090109-01/2013) PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT FILLER. SIKA FLEX 2-C SL SEALANT OR APPROVED EQUIVALENT. 9 WIDTH PER SITE PLAN 2% MAX CROSS SLOPE 24" MIN 1:12 MAX NOTES: 1. ADA RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA STANDARDS. 2. CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN SIDEWALK IS WITHIN PUBLIC ROW AND WHERE SHOWN ON PLANS. 3. DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BOTTOM DIAMETER OF NOMINAL 0.9 INCH, A TOP DIAMETER OF 0.4 INCH, A HEIGHT OF NOMINAL 0.2 INCH, A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCH, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. (SEE DETAIL) 4. TOP OF CURB TO HAVE SAME SLOPE AS ADJACENT CURB RAMP. 1:12 MAX 4' (MIN. LANDING, 2% MAX.) ADA CURB RAMP DETAIL NOT TO SCALE (S070101-01/2013) CURB AND RAMP TO BE FLUSH WITH PAVEMENTCURB DETECTABLE WARNING STRIP WHERE REQUIRED BY ADA STANDARD (SEE PLAN) RAMP 10 NOTES: 1. ARROWS AND WORDS CAN BE ARRANGED IN DIFFERENT COMBINATIONS TO ACHIEVE DESIRED RESULT. 2. STOP BAR, LETTERS, AND ARROW TO BE THERMOPLASTIC. 3. LINES TO BE EPOXY PAINT PER DOT STANDARD SPECIFICATIONS. STOP 18" 24" VARIES (SEE SITE PLAN) 6' 36" 36" 36" PAINTED MARKING DETAILS NOT TO SCALE (S080501-01/2013) DOUBLE 4" WIDE SOLID YELLOW LINES 24" SOLID WIDE WHITE (WITHIN D.O.T.) 12"-24" SOLID WIDE WHITE (WITHIN SITE) 11 PAINTED CROSSWALK DETAIL NOT TO SCALE (S080601.02-08/2016) PAINTED 6" WIDE WHITE LINE (SEE SITE PLAN) 6' MIN. 6" (PER SITE PLAN OR 72") 6" 12 PARKING RESERVED 2 1/2" SEE NOTES GRADE OR PAVEMENT SURFACE VAN PENALTY UP TO 90 DAYS $250. MIN. AND/OR SUBSEQUENT OFFENSES $250. 1 OFFENSE ST COMMUNITY SERVICE TOW AWAY ZONE AT OWNER'S EXPENSE ACCESSIBLE ADA PARKING SIGN NOT TO SCALE (S070202 - 11/2016) 5/16" x 1/2" LONG PIN HEAD BOLTS WITH NUTS & LOCK WASHERSR7-8 (12"x18") TYPICAL AT ALL ACCESSIBLE PARKING SPACES (GREEN LETTERING ON WHITE BACKGROUND) WHITE SYMBOL WITH AZURE BLUE FIELD PROVIDE VAN ACCESSIBLE R7-8A (12"X6") WHERE APPROPRIATE (SEE PLAN) 10"x12" PENALTY SIGN WITH WORDING AS REQUIRED BY LOCAL OR STATE LAW (BLACK LETTERS, WHITE BACKGROUND) U-CHANNEL SIGN POST NOTES: 1. THE BOTTOM OF THE LOWEST SIGN SHALL BE MOUNTED APPROXIMATELY 60 INCHES ABOVE THE PARKING LOT OR SIDEWALK SURFACE WHEN SIGN IS PARALLEL TO SIDEWALK AND APPROXIMATELY 72 INCHES ABOVE THE PARKING LOT OR SIDEWALK WHEN THE SIGN IS PERPENDICULAR TO THE SIDEWALK 2. THE PENALTY SIGN SHALL BE CENTERED AND MOUNTED AT THE HEAD OF EACH PARKING SPACE 3. WHERE VAN SPACES ARE SHOWN ON THE PLANS ADD R7-8a SIGN 14 NOTES: 1. PARKING SPACES AND PARKING AISLE SLOPE MUST NOT EXCEED 1:48 (1 4" PER FOOT OR 2%) IN ANY DIRECTION. 2. CURB RAMP SLOPE MUST NOT EXCEED 1:12 (8.3% FOR A MAXIMUM OF 6 FEET.) 3. LANDINGS MUST BE PROVIDED AT EACH END OF THE RAMPS AND MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:48 (1 4" PER FOOT OR 2%) CROSS SLOPE. 4. ON-SITE A MINIMUM ACCESSIBLE ACCESS ROUTE WIDTH OF 36 INCHES MUST BE PROVIDED AND MAINTAINED. A WHEEL STOP CAN BE PROVIDED WHERE NECESSARY TO PREVENT VEHICLE OVERHANG FROM REDUCING WIDTH OF THE PATH OF TRAVEL TO LESS THAN 36". 11'-0" 5' MIN. 8'-0" 5'-4 1/2" SEE SITE PLAN FOR DIMENSION ADA PARKING STALL MARKING DETAIL NOT TO SCALE (S070302-01/2013) 4" AZURE BLUE STRIPING (TYP.) ADA PARKING ONLY SIGN ADA PARKING ONLY SIGN W/ VAN ACCESSIBLE LEGEND PAINTED (4" AZURE BLUE) INTERNATIONAL SYMBOL OF ACCESSIBILITY (54"W x 60"H) 3'-10 1/2" 5'-4" 7 CONCRETE SURFACE PLAN VIEW PARTIAL ELEVATION ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2" BREAKAWAY SIGN POST IN CONCRETE DETAIL NOT TO SCALE (S100202.02-01/2013) 5/16" Ø STANDARD GALVANIZED OR ZINC PLATED SQUARE OR HEX. HEAD MACHINE BOLT WITH NUT SEE BREAK AWAY CHANNEL POST "U"-CHANNEL POST (2.5 LBS./FT.) "U"-CHANNEL POST (2.5 LBS./FT.) SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE 1'-6" 3" 2'-0" 2" 4" 16 NOTES: 1. CROSS SLOPE MAX. 1/4" - MIN. 1/8" PER FOOT PITCHED AWAY FROM BUILDING. 2. PROVIDE 1/2" REMOLDED BITUMINOUS EXPANSION JOINT AT 12' INTERVALS AND ALONG CURBS AND BUILDING. 3. REFER TO SITE PLAN FOR SIDEWALK WIDTH. PROPOSED BUILDING PLAN PAVEMENT PROPOSED BUILDING SECTION WIDTH (SEE SITE PLAN) 4' (TYP.) 6" VARIES (SEE SITE PLAN) CURB AND WALK AT BUILDING DETAIL NOT TO SCALE (S090104-01/2013) 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS PROP. CONC. CURB FLUSH WITH WALKWAY (SEE CURB DETAIL) 6" COMPACTED 3/4" CRUSHED STONE PROP. EXPANSION JOINT (TYP.) 4" AIR ENTRAINED CONC. 4500 P.S.I. @ 28 DAYS 15 C MARKING LC MARKING L CURB LINE WIDTH (SEE SITE PLAN) LENGTH (SEE SITE PLAN) NOTE: USE EPOXY TRAFFIC PAINT MEETING DOT SPECIFICATIONS. STANDARD STRIPING DETAIL NOT TO SCALE (S080506-01/2013) 4" WIDE WHITE PAINTED STRIPE 17 24" VARIES (36" MIN OR WIDTH OF TRAVEL PATH AT CURB LINE) TOP VIEW ELEVATION (ENLARGED) NOTE: 1. TRUNCATED DOMES THAT PROVIDE THE DETECTABLE WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. 2. CONTRACTOR TO INSTALL DETECTABLE WARNING SURFACES WHEN SIDEWALK IS WITHIN PUBLIC ROW AND WHERE INDICATED ON THE PLAN. 3. DOMES SHALL HAVE A BASE DIAMETER OF 0.9 IN (23 mm) MIN. TO 1.4 IN (36 mm) MAX, AND A TOP DIAMETER OF 50% TO 65% MAX. OF THE BASE DIAMETER. 4. TRUNCATED DOMES SHALL HAVE A HEIGHT OF 0.2" (5.1 mm). 5. TRUNCATED DOMES SHALL HAVE A CENTER TO CENTER SPACING OF 1.6 IN (41 mm) MIN. AND 2.4 IN. (61 mm) MAX. AND A BASE TO BASE SPACING OF 0.65 IN. (16.5 mm) MIN., MEASURED BETWEEN THE MOST ADJACENT DOMES ON THE GRID. 6. TRUNCATED DOMES SHALL BE AN INTEGRAL PART OF THE ADA CURB RAMP CONSTRUCTION CONSISTING OF CAST IN PLACE COMPOSITE TILES/MAT. THE TILE/MAT MATERIAL SHALL BE A HOMOGENEOUS GLASS AND CARBON REINFORCED COMPOSITE, COLOR FAST AND UV STABLE, COMP. STRENGTH 23,800 PSI ASTM D695 AND FLEXUAL STRENGTH 24,600 PSI ASTM D796. PRECAST CONCRETE PAVER BLOCKS HAVING COMPLIANT TRUNCATED DOMES, MAY ALSO BE USED FOR THE DETECTABLE WARNING SURFACE. RUBBERIZED MATERIAL TO BE GLUED TO RAMP SURFACE SHALL NOT BE ACCEPTABLE. 7. TRUNCATED DOMES SHALL EXTEND THE FULL WIDTH OF THE TRAVEL PATH EXCLUDING FLARES. 1.6-2.4 IN. 41-61 MM 0.65 IN. MIN. 16.5 MM 1.6-2.4 IN. 41-61 MM 50%-65% BASE DIAMETER 0.2 IN. 5 MM 0.9-1.4 IN. 23-36 MM DETECTABLE WARNING SURFACE DETAIL NOT TO SCALE (S070117-01/2013) 18 TRAFFIC SIGNAGE NOT TO SCALE (SOURCE: MUTCD) 13 R1-5b (Left) 24"x24" HEREFOR STOP NOTE: LETTERING TO BE BLACK ON WHITE BACKGROUND WITH A BLACK BORDER� CAD FILE: NORTHEAST FIELD EXECUTION TEAM STAMFORD, CT 06901 (203) 359 - 9238 R AS-BUILT PLAN CHECKED PRELIMINARY PLAN APPROVALS DATE REGIONAL MGR. CONST. MGR. OPERATIONS DEPT. REAL ESTATE DEPT. CONTRACTOR OWNER CO-SIGN SIGNATURES SIGNATURE (2 REQUIRED) OFFICE ADDRESS ISSUE REF BY DATE DESCRIPTION REV 695 E. MAIN STREET P.M. G.C. O/O FINAL PLAN SIGNATURES J220407-CNDS-1B N/A N/A THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. REV. 1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF McDONALD'S USA, LLC AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. This drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. G:\2022\J220407\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\J220407-CNDS-1B----->LAYOUT: C-903 DETL AP PROPOSED SITE IMPROVEMENTS STREET ADDRESS CITY STATE REGIONAL DWG. NO PLAN DESCRIPTION COUNTY STATUS DATE BY BLOCK 423; LOTS 10 & 12 375-379 CENTRAL AVENUE (C.R. 508) CITY OF EAST ORANGE NJ ESSEX COUNTY L/C: 029-0514 J220407 03/23/23 AP 03/23/23 AS 1 02/08/24 REV. PER CITY REVIEW & BUILDING UPDATERND/AP . BOHLER ENGINEERING NJ, LLC NJ CERT. OF AUTHORIZATION NO. 24GA28161700 TM BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone:(908) 668-8300 Fax:(908) 754-4401 www.BohlerEngineering.com THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org PROFESSIONAL ENGINEER B.A. BOHLER NEW JERSEY LICENSE No. 47421 DELAWARE LICENSE No. 17111 FLORIDA LICENSE No. 73277 NEW YORK LICENSE No. 088514-1 CONNECTICUT LICENSE No. 26039 PENNSYLVANIA LICENSE No. 077366 ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PB: 795 - 23 DETAIL SHEET C-903 GENERAL INLET NOTES 1. INLETS SHALL MEET H-25 LOADING. 2. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE SOLID, CONCRETE BLOCK OR PRECAST CONCRETE. WALLS SHALL BE 8 INCHES THICK IF BRICK AND 6 INCHES THICK IF CONCRETE, CONCRETE BLOCK OR PRECAST CONCRETE. INLET FOUNDATIONS AND INVERTS SHALL BE CLASS B CONCRETE. 3. CORBELLING OF INLET WALLS WILL BE PERMITTED AT THE RATE OF ½ INCH PER 8 INCHES OF HEIGHT; MAXIMUM CORBEL 6 INCHES PER WALL. 4. EXCEPT FOR INLETS TYPE A AND C, FOUNDATIONS AND INVERTS SHALL BE CONSTRUCTED IN TWO STAGES, AND THE BOTTOM OF THE FOOTINGS SHALL BE 8 INCHES BELOW THE OUTER WALL OF THE LOWEST PIPE IN THE INLET. 5. WHEN THE DEPTH OF AN INLET THAT IS NOT PRECAST EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE TO INVERT, WALLS BELOW A DEPTH OF 8 FEET SHALL BE 12 INCHES THICK AND THE DEPTH OF FOUNDATION INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED, THE DEPTH OF THE FOUNDATIONS SHALL NOT BE INCREASED. 6. INLET FOUNDATIONS WHICH ARE PRECAST SHALL BE PLACED ON A 6 INCH THICK BED OF COMPACTED COARSE AGGREGATE SIZE NO. 57. THE COARSE AGGREGATE SHALL EXTEND 6 INCHES BEYOND THE HORIZONTAL LIMITS OF THE INLET FOUNDATION. 7. CASTINGS FOR PRECAST INLETS SHALL BE ADJUSTED TO GRADE WITH COURSES OF BRICK, AS REQUIRED, 12 INCHES MAXIMUM. 8. WHEN THE DEPTH OF A PRECAST INLET EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE TO INVERT, THE FOUNDATION SHALL BE INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED, THE DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED. 9. MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS TYPES A, B, C, E, D-1, AND B MODIFIED: DEPTH BELOW HORIZONTAL VERTICAL WALL TOP OF GRATE REINF. REINF. THK. 0’ TO 10’-0” #4 @ 10” C.C. #4 @ 18” C.C. 6” 10’-1” TO 15’-0” #4 @ 8” C.C. #4 @ 18” C.C. 6” 15’-1” TO 20’-0” #4 @ 6” C.C. #4 @ 18” C.C. 6” REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR. ALTERNATE REINFORCEMENT DEPTH BELOW TOP OF GRATE 0’ TO 10’-0” WWF 3X6 W6 WIRES SPACED AT 3” TO RUN HORIZONTAL IN ALL CASES. 10’1” TO 15’-0” WWF 3X6 W6 ADD #10 BAR @ 18” HORIZONTAL. 15’1” TO 20’-0” WWF 3X6 ADD #10 BAR @ 9” HORIZONTAL OR ADD #13 BAR AT 15” HORIZONTAL. 10. ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ITS AMENDMENTS. 11. FOR CAST IRON CLASS 30 B ONLY. ANY OTHER CLASS OF CAST IRON OR TYPE OF MATERIAL MUST BE ON THE BUREAU OF MATERIALS APPROVED PRODUCTS LIST OR NEW TECHNOLOGIES AND PRODUCTS APPROVED PRODUCTS LIST. 12. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 13. A 2500 PSI MIN. CONCRETE PIPE FLOW CHANNEL SHALL BE INSTALLED IN THE STRUCTURE BOTTOM, AFTER ALL THE PIPES ARE INSTALLED, OR THE FLOW CHANNELS CAN BE PRECAST WITH THE BASE. 14. INSIDE DIMENSIONS OF STRUCTURES ARE NOMINAL AND ARE SUBJECT TO MODIFICATION BY PRE CASTER AS NECESSARY TO ACCOMMODATE ACTUAL PIPE SIZES AND ALIGNMENT. STRUCTURES LARGER THAN THAT SHOWN SHALL HAVE A SLAB TOP WHICH SHALL MEET THE SAME LOADING REQUIREMENTS AS THE FRAME. GENERAL INLET NOTES NOT TO SCALE (G020001-01/2013) 3 B SECTION A - A SECTION B - B B A A12" MIN 2" MIN 24" MAX GRADE GRADE6" MIN 12" (TYP) 4' 1'-10" 6" MIN 6" MIN 6" MIN VARIES 6" MIN 6" MIN 3' MIN NOTES: 1. THE TYPE A INLET CONCRETE STRUCTURE SHALL BE PRECAST CONCRETE TO MEET A MINIMUM OF H-25 LOADING. ALL UNITS SHALL BE CONSTRUCTED AND REINFORCED IN ACCORDANCE WITH THE APPROPRIATE ASTM, ACI, NJPDES, AND AASHTO STANDARDS. ALL PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A "LEAK-PROOF" JOINT. 2. THE INLET GRATE SHALL BE BICYCLE SAFE AS DEFINED BY CAMPBELL FOUNDRY COMPANY PATTERN NO. 3405, OR EQUIVALENT. CONTRACTOR TO VERIFY WITH MUNICIPALITY IF AN "ECO" MESSAGE SHALL BE INCORPORATED INTO THE CASTING. 3. THE INLET FRAME AND GRATE/COVER SHALL BE FABRICATED TO MEET A MINIMUM OF H-25 LOADING, UNLESS PRE-APPROVED IN WRITING BY THE ENGINEER, OR UNLESS NOTED ON THE INDIVIDUAL STRUCTURE NOTES. 4. ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE. 5. A 4000 PSI MIN. CONCRETE PIPE FLOW CHANNEL SHALL BE INSTALLED IN THE STRUCTURE BOTTOM, AFTER ALL THE PIPES ARE INSTALLED, OR THE FLOW CHANNELS CAN BE PRECAST WITH THE BASE. 6. DETAIL IS FOR CAST IRON CLASS 30B ONLY. ANY OTHER CLASS OF CAST IRON OR TYPE OF MATERIAL MUST BE ON THE BUREAU OF MATERIALS APPROVED PRODUCTS LIST OR NEW TECHNOLOGY'S AND PRODUCTS APPROVED PRODUCTS LIST. 7. LADDER RUNGS SHOULD NOT BE INSTALLED OVER PIPE OPENINGS. 15" MAX. TYPE 'A' INLET DETAIL NOT TO SCALE (G020306-01/2013) THE STRUCTURE SHALL BE PLACED ON A MINIMUM OF 6 INCHES OF 3/4 INCH CLEAN STONE, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER POLYPROPYLENE LADDER RUNGS FACING ONCOMING TRAFFIC AND SPACED 12" O.C.(TYP.) THE INLET FRAME SHALL BE RAISED USING 1 TO 3 PRECAST RINGS, AND/OR BRICK (TYP) PIPE SIZE VARIES (SEE GRADING PLAN) PIPE SIZE VARIES (SEE GRADING PLAN) 4 TRASH ENCLOSURE DETAILS 1 NOT TO SCALE (SOURCE: McDONALD'S) GRADE NOTES: 1. REMOVE EXISTING PIPE CROWN AFTER FLOW CHANNEL IS INSTALLED. 2. EXCAVATE LOCATION FOR MANHOLE AROUND & UNDER EXISTING PIPE. 3. PLACE STONE BED IF REQUIRED. 4. SET DOGHOUSE RISER WITH DOGHOUSE OPENING OVER EXISTING PIPE, CHECKING LEVEL AND LOCATION. 5. FORM CHANNEL AS NEEDED. 6. CUT OFF TOP HALF OF EXISTING PIPE INSIDE MANHOLE. 7. MORTAR & BRICK /BLOCK SHALL NOT BE USED TO CLOSE THE MANHOLE OPENING AROUND PIPE. MIN. OF 2 PIPE DIAMETERS BENCH 0.8" DIA FLOW FLOW6" MIN 6" MIN DOGHOUSE MANHOLE DETAIL NOT TO SCALE (G020404-01/2013) FLOW CHANNELS MIN. 2500 PSI NEW PIPE EXISTING PIPE CONCRETE MIN. OF 4" UNDER & HALF WAY UP THE EXIST. PIPE 2,500 PSI MIN. CONCRETE SEAL POURED ON-SITE. EXTEND CONC. SEAL A MIN. OF 2 PIPE DIAMETERS OUTSIDE MANHOLE BRICK RING IF REQUIRED TO EXTEND FRAME AND GRATE TO GRADE 6" MIN. 3/4" CLEAN STONE FORM CHANNEL AS REQUIRED FROM 2,500 PSI CONCRETE SUITABLE BED NEW PIPE PROVIDE WATERTIGHT SEAL WITH NON-SHRINK GROUT EXISTING PIPE DOGHOUSE OPENING DOGHOUSE RISER NON-SHRINK GROUT 7 NOTES: 1. STEPS SHALL BE POLYPROPYLENE WITH 1 2" ASTM A-615 STEEL REINFORCEMENT MIN. 3" INBEDMENT IN ACCORDANCE WITH ASTM C-478 AND O.S.H.A. STANDARDS. 2. ALL MANHOLE STEPS TO MEET OR EXCEED ASTM AND O.S.H.A. REQUIREMENTS. 3. FOR ROADWAY LOCATIONS STEPS SHALL BE ORIENTED TO ALLOW VIEWING OF ONCOMING TRAFFIC WHEN EXITING STRUCTURE. 1' 1' 1 3 4" 6" PROJECTION 10" 7/8"7/8" 3/4" MANHOLE POLYPROPYLENE LADDER RUNG DETAIL NOT TO SCALE (G020405-01/2013) 5 PLAN SECTION S T O R M S E W E R 31 3 4" 1 3 8" 30" 32" 43" NOTES: 1. STANDARD MANHOLE FRAMES & COVERS SHALL BE USED ON ALL MANHOLES NOT LOCATED WITHIN EASEMENTS UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR SEWER AUTHORITY. 2. STANDARD MANHOLE FRAME & COVER SHALL BE CAMPBELL FOUNDRY PATTERN #1012B, OR APPROVED EQUAL, WITH NON-PENETRATING PICK HOLES. STORM MANHOLE FRAME & COVER DETAIL NOT TO SCALE (G020410-01/2013) 2" RAISED LETTERS (AS REQUIRED BY GOVERNING AUTHORITY) 8" 8 A A EXISTING PIPE NOTE: CLEAN & LUBRICATE A-LOK CONNECTOR AND THE PIPE END WHICH WILL BE INSERTED INTO A-LOK PRIOR TO MAKING CONNECTION. 1" MIN (TYP) PROP. PIPE 5 5 8" 8" 10° 10° CROSS-SECTION SECTION A-A PIPE TO EXISTING INLET CONNECTION DETAIL NOT TO SCALE (G029902-01/2013) EXISTING INLET PROP. PIPE CONNECTION PROP. SEAL PATCH AND REPAIR WITH NON-SHRINK GROUT PER MANUFACTURER'S RECOMMENDATIONS WALL OF EXISTING INLET TWO SEPARATE COATS OF APPROVED BITUMASTIC WATERPROOFING COMPOUND ONE FOOT BEYOND OPENING IN FIELD CORE DRILLED OPENING TO BE ROUGHENED FIBERGLASS REPAIR SLEEVE A-LOK CONNECTOR, LINKSEAL, OR APPROVED EQUAL, (TYP) 9 NOTE: PAVEMENT SECTION TO MATCH, AT MINIMUM, ADJOINING PAVEMENT. 2' + PIPE DIA. (TYP.) INCREASE TO 12" FOR HDPE STORM TRENCH & PAVEMENT RESTORATION DETAIL NOT TO SCALE (G029907-04/2019) 6" MIN. 12" MAX. 6" MIN. 12" MAX. PIPE DIA. PROPOSED STORM WATER PIPE (SEE GRADING PLAN) 3/4" CLEAN CRUSHED STONE BEDDING (TYP.) PAVEMENT SECTION (SEE DETAIL) OR TOPSOIL (SEE LANDSCAPE PLAN) BACKFILL WITH QUARRY PROCESS STONE. SUITABLE EXCAVATED MATERIAL MAY BE USED IF PRE APPROVED BY ENGINEER. MATERIAL TO BE THOROUGHLY COMPACTED IN 6" LIFTS MAXIMUM OR AS DIRECTED BY ENGINEER.(TYP.) DESIGN DESIGN 6 AS REQUIRED 6' MIN. 5' MIN FLUSH CURB (SEE SITE PLAN) AS REQUIRED 6' MIN. SEE SITE PLAN (4' MIN @ 1% MIN TO 2% MAX CROSS SLOPE (5.5' MIN AT DOORWAYS) SLOPE 12:1 MAX 1% MIN TO 2% MAX 24" MIN SLOPE 12:1 MAX 5' LANDING-2% MAX. AND 2% MAX CROSS SLOPE ADA RAMP IN SIDEWALK WITH BROOM FINISH DETAIL NOT TO SCALE (S070102.02-01/2013) SIDEWALK CURB EDGE 4" THICK CONCRETE, 4500 PSI, AIR ENTRAINED, WITH REINFORCING BROOM FINISH CONCRETE LANDING WITH GRADE AT 2% MAX. SLOPE IN BOTH DIRECTIONS (1% MIN.) TAPER CURB WITH RAMP AS REQUIRED (TYP) TRUNCATED DOME DETECTABLE WARNINGS WHERE REQUIRED (SEE DETAIL) NOTES: 1. ADA ACCESSIBLE RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST 2010 STANDARDS FOR ON-SITE LOCATIONS AND PROWAG GUIDELINES (WITHIN ROW LOCATIONS). 2. CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN SIDEWALK INTERSECTS A HAZARDOUS VEHICULAR AREA. 3. DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BOTTOM DIAMETER OF NOMINAL 0.9 INCH, A TOP DIAMETER OF 0.4 INCH, A HEIGHT OF NOMINAL 0.2 INCH, A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCH, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. (SEE DETAIL) 4. PROVIDE UNOBSTRUCTED PATH OF TRAVEL NOT LESS THAN 36" WIDE. 5. WALKWAY WIDTH TO COMPLY WITH ADA DOOR OPENING REQUIREMENTS WHEN ADJACENT TO DOORWAYS. 6. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY WHERE THE WALKING SURFACE AND PAVEMENT ARE NOT SEPARATED BY CURBS, RAILING OR OTHER ELEMENTS, THE BOUNDARY BETWEEN THE AREA SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS MIN. 36" WIDE (ADA ACCESSIBLE GUIDELINES PRINTED 11-4-06) AND MIN. 24" DEPTH. 7. BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. SECTION 12 1 FIRM COMPACTED SUBGRADE PAVEMENT SURFACE CURB TO BE FLUSH WITH PAVEMENT 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE CURB REVEAL (SEE PLANS AND CURB DETAIL) 4" THICK CONCRETE, 4500 PSI, AIR ENTRAINED, WITH REINFORCING (SEE SIDEWALK DETAIL FOR OTHER REQUIREMENTS) MAX. SLOPE 1:12 - 6' MIN. 2�