Subject: Hannaford Supermarket & Pharmacy 756 Route 1 Minor Site Plan Application for Proposed CLYNK Bottle Redemption Unit & Bicycle Rack Addition

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Kristopher Jenkins
6 years ago
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Stantec Consulting Services Inc. 482 Payne Road Scarborough Court, Scarborough ME 04074-8929 September 8, 2017 Mr.

1 Stantec Consulting Services Inc. 482 Payne Road Scarborough Court, Scarborough ME September 8, 2017 Mr. Alexander Jaegerman, FAICP Director of Planning & Development 200 Main Street Yarmouth, ME Subject: Hannaford Supermarket & Pharmacy 756 Route 1 Minor Site Plan Application for Proposed CLYNK Bottle Redemption Unit & Bicycle Rack Addition Dear Alex: On behalf of Hannaford Bros. Co. LLC, our office is submitting supporting information for a proposed standalone CLYNK bottle redemption unit in the existing parking area at the Hannaford site. This request also includes an addition of two bicycle racks at the front entrance of the building. As was discussed with your office, it was a determined that a Minor Site Plan Application would need to be submitted for the proposed project, and this would be reviewed at the Staff level. The project includes removal of existing pavement markings and installation of a prefabricated 12 x 32 CLYNK unit. The CLYNK unit does not have a foundation; it sits directly on pavement. The power for the unit will be provided underground from a nearby power pole (see Sheet C-0 for more detail). The area adjacent to the Clynk unit will be restriped to include two reserved spaces for CLYNK customers. The majority of the text that you see on the structure is wayfinding and instructional to its use, rather than advertising. The larger colored panel to the left front is art work that is commissioned from a local artist to reflect the local area. The one exception is the small Hannaford logo, and this seems well within any sign limits. Note that this box will be located so that the front is facing inward to the private property, not out to the public way. We do not believe this unit should be considered under the Article 5, Section O: Signage Standards of the Character-Based Development Code for the Route 1 Corridor. If required, we could remove the Clynk from the pickup door and leave the Clynk and the Hannaford logo on the front. We could also remove the Hannaford logo if needed from the front. As shown on the attached Sheet C-0 Overall Site Layout Plan, two bicycle racks will also be installed in front the building.

Mr. Alex Jaegerman September 8, 2017 Page 2 We are providing eight hard copies of the plans and submission materials listed below: Minor Site Plan Application Supporting Site Plans CLYNK Photograph

We trust the information provided is adequate for the purposes of review and we look forward to working with you through the approval process.

2 Mr. Alex Jaegerman September 8, 2017 Page 2 We are providing eight hard copies of the plans and submission materials listed below: Minor Site Plan Application Supporting Site Plans CLYNK Photograph Also included is a check in the amount of $ for the Minor Site Plan Application fee made payable to the Town of Yarmouth. We trust the information provided is adequate for the purposes of review and we look forward to working with you through the approval process. If you should have any questions or need any additional information, please feel free to contact our office. Sincerely, STANTEC CONSULTING, INC. Darrin B. Stairs, PE Project Manager Phone: Fax: darrin.stairs@stantec.com Attachments c: J Lord \\Us1261-f01\workgroup\1953\active\ \Admin\Permitting\Town of Yarmouth\Clynk 2017\let_site-plan_ docx

4 PLAN REFERENCES: THIS BASE PLAN WAS PREPARED USING: PLAN SET ENTITLED "HANNAFORD PLAZA, SITE DEVELOPMENT PLANS, CONSTRUCTION SET", 756 U.S. ROUTE ONE, YARMOUTH, MAINE, PREPARED BY FAY, SPOFFORD & THORNDIKE, INC., DATED TA MAP INFORMATION OBTAINED FROM THE TOWN OF YARMOUTH, CURRENT AS OF AERIAL PHOTOGRAPHY FROM GOOGLE EARTH PRO DATED MAY ( IN FEET ) 1 inch = 50 ft. Property Owner: Hannaford Bros. Co., Attn: Real Estate Dept. P.O. Box 1000, MS 6000 Portland, ME Applicant: Hannaford Bros. Co., LLC c/o J M Lord, Maple Rock LLC P.O. Box 28 / 560 South Road Rye Beach, NH STORMWATER DETENTION POND 3. Agent: Stantec 482 Payne Road Scarborough Court Scarborough, ME Property Address: 756 U.S. Route One Yarmouth, ME Parcel ID: MAP 39, LOTS 9, Total Site Area: acres 6. Hannaford Supermarket: 59,485 SF 7. Zoning: CD4-C2 8. Area & Bulk Summary Requirements: See Site Statistics (unchanged) 9. Plan References: ZONE: MDR ZONE: CD4-C2 HTG AGENCY LIQUOR STORE EISTING HANNAFORD SUPERMARKET & PHARMACY 59,485 SF EISTING RETAIL SHOPS 3,895 SF SITE STATISTICS EISTING ZONING CD4-C2 (COMMERCIAL) OVERALL PARCEL AREA ± ACRES EISTING BUILDING AREA 59,485± SF SUPERMARKET - 3,895± SF OTHER RETAIL - 2,785± SF RESTAURANT BLDG. - 66,165± SF TOTAL BLDG. AREA PROPOSED BUILDING AREA UNCHANGED STRUCTURE/BUILDING COVERAGE 11% GREEN SPACE 50.75% (UNCHANGED) STREET FRONTAGE 810 FEET PARKING EISTING PARKING 394 PROPOSED PARKING PARKING RATIO BUILDING HEIGHT 389 (LOSS OF 5 AT CLYNK SITE) 1 SP. FOR EA. 163 SF BLDG. (RETAIL) <35 FT BUILDING SETBACKS MIN FRONT 25 FT SIDE 15 FT PROPOSED 2 NEW BIKE RACKS CART CORRAL ZONE: MDR ZONE: CD4-C2 REAR 5 FT ZONE: MDR ZONE: C GAS CLYNK EISTING TD BANK GAS PROPOSED CLYNK LOCATION PROPERTY LINE, TYP. 15' SIDE BUILDING SETBACK, TYP. OUTPARCEL 1 25' FRONT BUILDING SETBACK, TYP. V:\1953\active\ \cadd\permit_set_clynk\dwg\50257_yarmouth_base.dwg cddube 8/31/2017 3:44 PM PARKING SUMMARY BUILDING PARKING PROVIDED PARKING RATIO EISTING RETAIL SPACE - 63,380± SF SP / 1,000 SQ. FT. PROPOSED RETAIL SPACE - 63,380± SF (UNCHANGED) WITH ADDED ETERNAL CLYNK UNIT (MINUS 5 SP FOR CLYNK) = SP / 1,000 SQ. FT. U.S. ROUTE ONE PRELIMINARY - NOT FOR CONSTRUCTION BETH CONDON MEMORIAL PATHWAY

CART CORRAL 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft.

5 CART CORRAL ( IN FEET ) 1 inch = 10 ft. GAS GAS GAS GAS GAS GAS GAS ERADICATE EISTING PARKING SPACE PAVEMENT MARKINGS AND RE-PAINT AS CHEVRON AREA PROPOSED PREFABRICATED CLYNK UNIT, 12' x 32', BY OTHERS 4" DIA. BOLLARD, TYP. OF 3 WALL-PACK LIGHT FITURE BENEATH CLYNK UNIT ROOF OVERHANG ROOF OVERHANG, TYP. (3'-0" FRONT, REAR) CHEVRON PAVEMENT MARKING AREA 45' 16' TYP. 3' NO PARKING CLYNK 5' 19' 12' UGE UGE UTILITY TRENCH CAP 24" x 24" PULL BO BEHIND EISTING SIDEWALK - SEE DETAIL REMOVE & REPLACE SLIPFORM CONCRETE CURB STANDARD 'NO PARKING' SIGN CENTERED BEHIND NO PARKING AREA RAMP UGE 'CLYNK CUSTOMERS ONLY' SIGN, TYP. OF 2 PROTECT BIT. SIDEWALK AND CURB, TYP. RE-PAINT PARKING SPACE PAVEMENT MARKING TO MATCH EISTING, TYP. PRIMARY POWER CONDUIT TO CLYNK, (1) 2" C PRIMARY UGE DROP FROM EISTING UTILITY POLE COORDINATE WITH ELECTRIC UTILITY COMPANY EISTING UTILITY POLE V:\1953\active\ \cadd\permit_set_clynk\dwg\50257_yarmouth_base.dwg cddube 8/31/2017 3:45 PM PRELIMINARY - NOT FOR CONSTRUCTION

3' HIGH LETTERING (WHERE REQUIRED - SEE SITE PLAN) 18" GRASS AREAS SEE SITE PLAN FOR OVERALL DIMENSIONS CL TRENCH SEE SITE PLAN FOR OVERALL DIMENSIONS..c " o.

) SUITABLE BACKFILL FREE OF FROZEN LUMPS, ROCKS, STONES, DEBRIS & RUBBISH 4" SERVICE LINE A JUNCTION BO SHALL BE DESIGNED TO COMPLY WITH NATIONAL ELECTRICAL SAFETY CODE SECTION

FRAME AND LID SHALL BE NEENAH R-6662-RH OR APPROVED EQUAL.

OVERALL CHEVRON AREA DIMENSIONS TO BE AS SHOWN ON THE SITE PLAN. PAINT COLOR TO MATCH EISTING PAINT.

SECONDARY ELECTRIC 3' PAVED AREAS NEW 5" BIT. CONCRETE PAVEMENT, MDOT SURFACE COURSE (9.5mm) AND NEW 5" BIT. CONCRETE PAVEMENT, MDOT BINDER COURSE (19.

5mm) NEW BASE GRAVEL, MDOT TYPE 'A' (2" MINUS) GUTTER GRADE 7" END TRANSITION CURB BINDER PAVEMENT (SEE PAVEMENT SECTION) 12" SURFACE PAVEMENT (SEE PAVEMENT SECTION) 721" 2"R 1

12" BELOW FINAL GRADE NEW 8" SUBBASE GRAVEL, MDOT TYPE 'D' (4" MINUS) OR MATCH EISTING BINDER PAVEMENT (SEE PAVEMENT SECTION) SURFACE PAVEMENT (SEE PAVEMENT SECTION) BINDER

BITUMINOUS SIDEWALK DETAIL 1 E SERVICE LINE A 4"R BASE/SUBBASE GRAVEL 4,000 PSI CONCRETE WITH FIBER REINFORCEMENT. 4% TO 6% AIR ENTRAINMENT. 3. 1" TO 2" SLUMP. 4. APPLY EPOY TO BINDER PAVEMENT PRIOR TO CURB PLACEMENT.

ETRUDED SLIPFORM SLOPED CONCRETE CURB DETAIL H UTILITY TRENCH - PAVED AREAS SECONDARY ELECTRIC GALV.

6 3' HIGH LETTERING (WHERE REQUIRED - SEE SITE PLAN) 18" GRASS AREAS SEE SITE PLAN FOR OVERALL DIMENSIONS CL TRENCH SEE SITE PLAN FOR OVERALL DIMENSIONS..c " o.) 30 Y P (T PLASTIC MARKER TAPE APPRO. 12" BELOW FINAL GRADE NO PARKING SUITABLE BACKFILL 40" 4" 4" LOAM, SEED, FERTILIZER AND MULCH 4" SOLID PAINT MARKING (TYP.) SUITABLE BACKFILL FREE OF FROZEN LUMPS, ROCKS, STONES, DEBRIS & RUBBISH 4" SERVICE LINE A JUNCTION BO SHALL BE DESIGNED TO COMPLY WITH NATIONAL ELECTRICAL SAFETY CODE SECTION 323A. PROVIDE SHOP DRAWINGS STAMPED BY AN ENGINEER LICENSED IN THE STATE OF MAINE UPON REQUEST. JUNCTION BO AND SLAB SHALL BE SET ON A SUITABLE GRAVEL BASE. 3. FRAME AND LID SHALL BE NEENAH R-6662-RH OR APPROVED EQUAL. 24" x 24" PULL BO A ALL TRAFFIC PAVEMENT MARKINGS TO BE SOLID PAINT MEETING MDOT AND MUTCD STANDARDS, AS PER DIMENSIONS SHOWN. OVERALL CHEVRON AREA DIMENSIONS TO BE AS SHOWN ON THE SITE PLAN. PAINT COLOR TO MATCH EISTING PAINT. CHEVRON PAINT DETAIL D G 7'-0" SIDEWALK AREAS / 4'-0" NON SIDEWALK AREAS 10 1/2" SERVICE CONDUIT SIZE A 2" UTILITY SCHEDULE 80 PVC TO CLYNK POWER UTILITY TRENCH - GRASS AREAS SECONDARY ELECTRIC 3' PAVED AREAS NEW 5" BIT. CONCRETE PAVEMENT, MDOT SURFACE COURSE (9.5mm) AND NEW 5" BIT. CONCRETE PAVEMENT, MDOT BINDER COURSE (19.0mm) 3 1/2" 12" CL TRENCH NEW 5" BIT. CONCRETE PAVEMENT, MDOT SURFACE COURSE (9.5mm) NEW BASE GRAVEL, MDOT TYPE 'A' (2" MINUS) GUTTER GRADE 7" END TRANSITION CURB BINDER PAVEMENT (SEE PAVEMENT SECTION) 12" SURFACE PAVEMENT (SEE PAVEMENT SECTION) 721" 2"R 1 SUITABLE BACKFILL FREE OF FROZEN LUMPS, ROCKS, STONES, DEBRIS & RUBBISH 1" REVEAL MIN. 4"R 421" PLASTIC MARKER TAPE APPRO. 12" BELOW FINAL GRADE NEW 8" SUBBASE GRAVEL, MDOT TYPE 'D' (4" MINUS) OR MATCH EISTING BINDER PAVEMENT (SEE PAVEMENT SECTION) SURFACE PAVEMENT (SEE PAVEMENT SECTION) BINDER PAVEMENT (SEE PAVEMENT SECTION) 10 12" 12" B THIS DETAIL IS TO BE USED FOR ON-SITE SIDEWALKS. FOR REPAIRS TO THE BETH CONDON MEMORIAL PATHWAY, SEE DETAIL I ON SHEET C-8. BITUMINOUS SIDEWALK DETAIL 1 E SERVICE LINE A 4"R BASE/SUBBASE GRAVEL 4,000 PSI CONCRETE WITH FIBER REINFORCEMENT. 4% TO 6% AIR ENTRAINMENT. 3. 1" TO 2" SLUMP. 4. APPLY EPOY TO BINDER PAVEMENT PRIOR TO CURB PLACEMENT. SERVICE CONDUIT SIZE A 2" UTILITY SCHEDULE 80 PVC TO CLYNK POWER NOTE: UTILITY TRENCH THROUGH BITUMINOUS SIDEWALK TO MATCH BITUMINOUS SIDEWALK DETAIL. ETRUDED SLIPFORM SLOPED CONCRETE CURB DETAIL H UTILITY TRENCH - PAVED AREAS SECONDARY ELECTRIC GALV. FENCE POST CAP 4" SCHEDULE 40 ETRA STRONG CARBON STEEL PIPE FILLED WITH CONCRETE 2" SQUARE GALV. UNISTRUT ETEND 4' INTO SOIL 7'-0" 3" 3'- ALL BOLLARDS TO HAVE A YELLOW LDPE BOLLARD COVER WITH 4.875" TOTAL OUTSIDE DIAMETER; PRODUCT NUMBER BPD-YL S AS MANUFACTURED BY IDEAL SHIELD, OR APPROVED EQUAL FINISH GRADE PAVEMENT OR CONCRETE 4'-0" FINISH GRADE 4'-0" GRANULAR BASE 4,000 PSI CONCRETE BASE UNDISTURBED SUBGRADE V:\1953\active\ \cadd\permit_set_clynk\dwg\50257_yarmouth_details.dwg cddube 8/31/2017 3:43 PM 1'-0" x 1'- x 0.080" ALUMINUM SIGN BOLT TO STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS & WASHERS C 'CLYNK' OR 'NO PARKING' STANDARD PARKING SIGN F PIPE BOLLARD DETAIL - CLYNK PRELIMINARY - NOT FOR CONSTRUCTION I LOOP BICYCLE RACK DETAIL

Please do not hesitate to contact me with any questions or concerns. I look forward to hearing from you.

Please do not hesitate to contact me with any questions or concerns. I look forward to hearing from you. 367.001.001 March 2, 2018 Mr. Anthony Fontaine Maine Department of Transportation P.O. Box 358 Scarborough, ME 04070 RE: Application for Driveway/Entrance Permit 1400 US Route 1, York Dear Tony, On behalf