6. CPRC Group, requests sketch plan review for 70 Pleasant Hill Road, Map R77, Lot 7

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REGULAR MEETING AGENDA Planning Board November 20, 2017 1. Call to Order (7:00 P. M.) 2. Roll Call 3. Approval of Minutes (October 30, 2017) 4. Rosewood Land Development, Inc.

1 REGULAR MEETING AGENDA Planning Board November 20, Call to Order (7:00 P. M.) 2. Roll Call 3. Approval of Minutes (October 30, 2017) 4. Rosewood Land Development, Inc., requests sketch plan review for Tucker Brook Subdivision, Payne Road, Map R49, Lot 2 5. Prompto Oil, Inc., requests sketch plan review for 318 US Route 1, Map U40, Lot 4 6. CPRC Group, requests sketch plan review for 70 Pleasant Hill Road, Map R77, Lot 7 7. V & E Enterprises, Inc., requests a site plan amendment, 148 Pleasant Hill Road, Map R78, Lot 45* 8. TFNUP, LLC, requests final site plan review for Foley s Fitness, LLC, 33 Haigis Parkway, Map R50, Lot 34E 9. Staff Report 10. Administrative Amendment Report 11. Correspondence 12. Planning Board Comments 13. Adjournment *Public comment will be allowed on this item. NO NEW ITEMS SHALL BE TAKEN UP AFTER 10:30 P. M. Page 1 of 1

Stantec Consulting Services Inc. 482 Payne Road Scarborough Court, Scarborough ME 04074-8929 November 6, 2017 Mr. Jay Chace, Assistant Town Planner Town of Scarborough P.O.

8 Stantec Consulting Services Inc. 482 Payne Road Scarborough Court, Scarborough ME November 6, 2017 Mr. Jay Chace, Assistant Town Planner Town of Scarborough P.O. Box 360 Scarborough, ME Subject: Proposed Industrial Park Development Pleasant Hill Road - Scarborough, Maine Dear Jay: On behalf of CPRC Group, our office is pleased to submit the attached Sketch Plan Subdivision Application and supporting materials for presentation before the Planning Board. We anticipate a full Preliminary Subdivision Plan Application in December for staff and Planning Board review in January The CPRC subdivision project is located at 70 Pleasant Hill Road. The project site is a acre parcel and is identified as Lot 7 & Lot 11D on the Town of Scarborough Tax Assessor s Map R77. The site is located within the Town of Scarborough Industrial Zoning District and surrounding land uses consists of various similar Industrial buildings and tenants. Current real estate and development business conditions make the adaptive reuse of the property for industrial activities including new buildings and similar land use highly desirable. The site will be accessed from two private streets, one off Glasgow Road and one from Gibson Road, as well as one commercial driveway from Runway Road. Utilities into the site will include sanitary sewer, water supply for domestic and fire service, underground power and communications. PROPOSED DEVELOPMENT The applicant is proposing to develop a six (6) lot subdivision on the project parcel. The lots will be served by utilities including sanitary sewer, water supply for domestic and fire service, underground power, and communications. To demonstrate that six (6) lots may be developed on the parcel while meeting all applicable ordinance requirements, we have prepared a conceptual lot development plan, provided with this submission. The layout features a mix of industrial and associated offices.

9 AREA SUMMARY

13 1 INTRODUCTION 1.1 PROJECT DESCRIPTION The Applicant is proposing to develop an 8.85 acre+/- parcel of land on the east side of Haigis Parkway in Scarborough, Maine to construct a fitness center with a gross floor area (GFA) of 35,000sf+/-, and the associated access, parking, utilities and stormwater infrastructure. The project site comprises approximately 8.85 acres of land and is identified as Map R050 Lot 34E on the town of Scarborough Assessors database. The parcel is located opposite the Salt Pump climbing center, approximately half a mile south of the intersection of Haigis Parkway and Payne Road and approximately half a mile north of the intersection of Haigis Parkway and US Route 1 The project site is currently vacant and sparsely wooded. The topography of the site slopes in a generally southeasterly direction at between 1% and 2% towards the forested wetland and associated drainage features that have been identified at the rear of the parcel. Predominant surface soil types in this area of the site are identified as Lamoine silt loams by the Natural Resource Conservation Service (NRCS) Web Soil Survey. There is a small area that is mapped as Saugatuck loamy sand along the property frontage on Haigis Parkway. Natural resource mapping on the site was undertaken in 2017 by Longview Partners to support the proposed development planning for the property. The updated wetland delineation indicates the recent extension of the previously mapped freshwater wetland into the center of the site. This is probably the result of recent forestry activity at the site. The delineated freshwater wetlands are depicted on the project drawings. The wetlands drain to an un-named stream that runs in a southerly direction before crossing under Route 1 at the intersection with Haigis Parkway and discharging into Scarborough Marsh. Permits were received from the Town of Scarborough and Maine DEP for a previous project at the site. The previous concept development plan for this site included 34,200sf of office space and 190 parking spaces. The lot coverage, impervious area and disturbed area were greater than currently proposed. However, there was little or no wetland impact shown on the lot. This is due to the previous wetland delineation line, which appeared to omit a large portion of freshwater wetland in the center of the parcel. A copy of the conceptual master development plan that accompanied the previous approval is included as Attachment 9 of this submission. A copy of the Maine DEP permit issued for that project is also included in Attachment 9 (Order Numbers L A-N and L TE-B-N. Maine DEP is currently proposing an application to amend this permit to reflect the new site layout. The Applicant is proposing to construct a new state-of-the-art 35,000sf+/-(GFA) fitness center, and the associated site improvements on the property. Access to the site is provided via a new driveway entrance off Haigis Parkway. This has been aligned with the driveway to Salt Pump Climbing Company on the opposite side of the street, in order to minimize turning traffic conflicts. The elevation of the street is several feet higher than the project site at this location and the driveway has been designed to Town of Scarborough Site Plan Application Foley s Fitness Page 1

14 accommodate the grade change and provide a smooth transition into the parking area. The building is located towards the front of the site, but set back sufficiently to allow for landscaping and visual separation from Haigis Parkway. A total of 146 parking spaces are provided in parking lots to the south and east sides of the building. The aisles have been designed to allow access and turning for fire apparatus to the rear of the building. The parking lots are broken up with landscaped islands, and pedestrian walkways are provided both through the lots, and along the south and east sides of the building. The project will require 28,082sf of wetland impact, all of which is associated with the recently mapped area at the center of the site. Sewer, water, power and gas services to the new building will be provided via direct connections to service mains in Haigis Parkway. Stormwater management will be provided through several new Best Management Practices at the site. Runoff from the roof of the new building will be captured in filtering drip strips at the building edges. The underdrain piping from the drip strips will connect to a six-inch storm drain that runs to the southeast corner of the parking lot, where it will connect to the outlet control structure of a narrow bioretention swale. The new bioretention swale will run along the entire southern edge of the parking lot and is designed to capture runoff from the paved area to the south of the building. A gravel wetland will be constructed at the eastern edge of the parking lot and will accept and treat runoff from the paved area on the east side of the building. 1.2 PROJECT SCHEDULE It is anticipated that construction will begin on the project as soon as all the necessary permits are received. The target schedule is for construction start in Spring This would allow site preparation work, foundation construction and building core and shell construction to be completed before through the Spring and Summer months. It is anticipated that the project will be completed in the Fall of An outline Project Schedule is given below: Permit Submissions May 2017 Permit Approvals/Construction Start April 2018 Site Prep and Foundations April-June 2018 Building Core and Shell June-August 2018 Interiors and Finishes August-November 2018 Final Landscaping/Paving September-October 2018 Town of Scarborough Site Plan Application Foley s Fitness Page 2

TREE CONIFEROUS TREE MULCH LINE GUARDRAIL GAS POTABLE WELL SEWER CULVERT WATER WATER GATE VALVE UNDERGROUND UTILITY OVERHEAD UTILITY UTILITY POLE GUY LIGHT/POLE BASE PAVEMENT BUTT JOINT AT NEW EDGE 1

15 NORTH LEGEND EXISTING DESCRIPTION BOUNDARY LINE/R.O.W. ABUTTER LINE/R.O.W. SETBACK EASEMENT IRON PIPE/ROD CURVE/LINE NO. BUILDING WETLANDS EDGE WETLAND SIGN EDGE PAVEMENT EDGE CONCRETE PAVEMENT PAINT GRAVEL ROAD CURBLINE TREELINE CONTOURS SPOT GRADE CHAIN LINK FENCE WIRE FENCE STOCKADE FENCE RETAINING WALL DECIDUOUS TREE CONIFEROUS TREE MULCH LINE GUARDRAIL GAS POTABLE WELL SEWER CULVERT WATER WATER GATE VALVE UNDERGROUND UTILITY OVERHEAD UTILITY UTILITY POLE GUY LIGHT/POLE BASE PAVEMENT BUTT JOINT AT NEW EDGE 1 12" EXISTING WATER MAIN 2" TAP DOMESTIC SERVICE TAPPING SLEEVE AND VALVE FOR NEW 6" WATER SERVICE STOP SIGN 11 START CURB SMH 1 RIM = /- INV IN = INV OUT= LANDSCAPED ISLAND COMBINED UTILITY TRENCH INSTALL UNDERGROUND POWER WATER PIPE TRENCH R61' 2" TYPE "K" COPPER DOMESTIC WATER SERVICE 6" DI FIRE SERVICE NEW 2" GAS SERVICE 6" SDR 35 PVC SEWER L=21' S=1.0% MAIN BUILDING FOLEY'S FITNESS CENTER F.F.E.= 57.25' 6" SS BUILDING = BLOCK WALL MECHANICAL EQUIPMENT PADS BICYCLE RACKS BARRIER FREE AISLE AND PARKING ' R5' R15' 24' CONCRETE DUMPSTER PAD 8 20 R15' 24' SNOW STORAGE AREA END SLIPFORM CURB PAVEMENT EDGE FILTER 6 ZONING SUMMARY SUBJECT PARCEL: MAP R-050, LOT 34E ZONED - HAIGIS PARKWAY (HP) DISTRICT MINIMUM LOT SIZE MINIMUM FRONTAGE MINIMUM YARD DEPTH: (FRONT) (SIDE & REAR) MAXIMUM BUILDING LOT COVERAGE MAXIMUM IMPERVIOUS COVERAGE MAXIMUM BUILDING HEIGHT PARKING CALCULATIONS USE FITNESS FACILITY SNOW STORAGE AREA GRAVEL WETLANDS SEE SHEET C-303 TOTAL FLOOR AREA 35,000 S.F. REQUIRED 40,000 S.F. 200 FT 25 FT. 15 FT. 50% 75% 75FT (6 STORYS) SPACES REQUIRED 123 PROVIDED 385,571S.F. 800FT+/- 105 FT+/- FT. 18FT +/- 6.8% 22.6% 45FT(TBC) SPACES PROVIDED SPACES REQUIRED PER S.F. OF FLOOR AREA: = 35 X 3.5=122.5 MINIMUM PARKING SPACES REQUIRED. CURBED ISLAND (TYP.) SITE PLAN NOTES 1. PLAN REFERENCE: EXISTING CONDITIONS TAKEN FROM A SURVEY PLAN UNDERTAKEN BY TITCOMB ASSOCIATES, AND DATED 18TH JANUARY ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND RECORD PLANS. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT WARRANT THAT THE UTILITIES ARE IN THE EXACT LOCATIONS SHOWN, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE AVAILABLE INFORMATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND TAKE SUCH MEASURES CONSIDERED PRUDENT TO PROTECT SUCH UTILITIES DURING AND AFTER CONSTRUCTION OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, OR RESTORING AND EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. CALL DIGSAFE. IT SHOULD BE NOTED THAT THE HOSPITAL HAS UNDERGROUND MEDICAL GAS PIPES THAT ARE ESSENTIAL TO HOSPITAL OPERATIONS. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN AREAS AROUND THESE LINES. HAND EXCAVATION SHALL BE UNDERTAKEN WHERE CONSIDERED PRUDENT TO PROTECT EXISTING INFRASTRUCTURE. GENERAL NOTES 1. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL ALL REQUIRED LOCAL, STATE AND FEDERAL APPROVALS HAVE BEEN OBTAINED. 2. USE OF SITE - THE CONTRACTOR SHALL LIMIT USE OF THE SITE TO THOSE AREAS WITHIN THE LIMIT OF WORK. 3. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR UNDERTAKING THE WORK IN A SAFE AND EFFICIENT MANNER, IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. ALL WORK AREAS SHALL BE CLEARLY DELINEATED AND FENCED APPROPRIATELY TO PREVENT UNAUTHORIZED ACCESS. OPERATION OF CONSTRUCTION EQUIPMENT OUTSIDE FENCED AREAS SHALL BE MINIMIZED TO THE EXTENT PRACTICAL. ALL EQUIPMENT OPERATION OUTSIDE OF CONSTRUCTION AREAS SHALL BE ACCOMPANIED BY APPROPRIATE PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL. THE SITE SHALL BE LEFT SECURE AND IN A SAFE AND ORDERLY MANNER AT THE END OF EACH WORK DAY. 4. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PERFORM ALL WORK NECESSARY TO MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO AND FROM THE SITE DURING CONSTRUCTION. 5. TRAFFIC CONTROL MEASURES, WHERE NECESSARY SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION), PUBLISHED BY THE FEDERAL HIGHWAYS ADMINISTRATION. EARTHWORK NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND PROTECT DOWNSTREAM RECEIVING AREAS AND RESOURCES. THE AREA OF DISTURBANCE SHALL BE KEPT TO THE MINIMUM REQUIRED TO COMPLETE THE WORK AND ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATLEY UPON COMPLETION OF THE EARTHWORK. EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AS NECESSARY AND ON A MINIMUM WEEKLY BASIS AND AFTER STORM EVENTS. 2. DEWATERING SHALL BE UNDERTAKEN AS NECESSARY TO MAINTAIN EXCVATIONS IN A DRY AND STABLE CONDITION AND TO PROTECT ADJACENT STRUCTURES. ALL SEDIMENTS FROM TURBID DEWATERING EFFLUENT SHALL BE RETAINED ON SITE USING BEST MANAGEMENT PRACTICES SUCH AS DEWATERING PONDS AND FILTER BAGS. 3. UNIFORMLY GRADE AREAS TO A SMOOTH, EVEN SURFACE, FREE FROM IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES AND ELEVATIONS INDICATED ON THE SITE PLANS. 6" SDR 35 PVC SEWER L=135' S=1.0% HAIGIS PARKWAY START CURB R35' NE 6" SS INV. IN = R35' END SLIPFORM CURB R15' R15' R15' SLIPFORM CONCRETE CURB PAVEMENT EDGE FILTER 6 WITH GUARD RAIL R3' R5' BIORETENTION #1 BITUMINOUS PAVEMENT 2 CONCRETE SIDEWALK 5 24' 24' PAVEMENT EDGE FILTER 6 R30' PAVEMENT EDGE FILTER 6 STRIPED SIDEWALK R10' R10' BIORETENTION #2 R15' R57' PROPOSED TREELINE SNOW STORAGE AREA PARKING LOT LANDSCAPING CALCULATION PARKING LOT AREA = 33,900± S.F. LANDSCAPED AREA = 9,164± S.F = x 100 = 17.0% UTILITY NOTES 1. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION OF THE IMPROVEMENTS. 2. ALL UTILITY MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE GOVERNING UTILITY. LAYOUT NOTES 1. ALL DIMENSIONS ARE PERPENDICULAR UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. 3. LAYOUT AND LIMITS OF DISTURBANCE SHALL BE MARKED FOR OWNER'S APPROVAL PRIOR TO START OF CONSTRUCTION. FOR PERMITTING ONLY NOT FOR CONSTRUCTION SCALE 2 REVISED PER TOWN COMMENTS MPV ADJ ADJ 1 PER PEER REVIEW COMMENTS. MPV ADJ ADJ 1" = 30' 4/24/2017 ADJ/JAV MPV ADJ/JAV FOLEY'S FITNESS CENTER 33 HAIGIS PARKWAY SCARBOROUGH, MAINE FOLEY'S FITNESS, LLC 170 EAST GRAND AVE, UNIT 11 OLD ORCHARD BEACH, MAINE SITE LAYOUT & UTILITY PLAN 8 C-101

SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

SUPPORTING DOCUMENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE Please complete this narrative form and submit with your SWPPP drawings. Refer to Kitsap County Stormwater Design Manual Vol.