2 15 2023 planning commission meeting packet

CENTREVILLE PLANNING COMMISSION

February 15, 2023 Liberty Building - 2nd Floor 107 North Liberty Street 7:00 p.m.

A G E N D A

I. CALL TO ORDER – Kara Willis – Chair II. Chair’s Announcements III. Review of Minutes from Previous Meetings a. January 18, 2023 meeting minutes IV. Opening Statement V. Citizen Comment (Citizens are requested to keep their comments to three minutes) VI. Appearances a. Final Site Plan and Minor Subdivision for a proposed Taco Bell – Rt. 213 and Laser Drive; Steve Fortunato, P.E., Senior Project Manager and Sandra Bruno, Design

Engineer, Bohler Engineering VII. Public Hearing a. Draft Comprehensive Plan Public Hearing VIII. New Business IX. Old Business X. Zoning Issues – Discussion XI. Miscellaneous Business / Correspondence a. Approved Building Permit list issued January 2023 XII. Citizen Comment (Citizens are requested to keep their comments to three minutes) XIII. Council Member Report XIV. Adjournment

MEMORANDUM

TO: Centreville Planning and Zoning Commission FROM: Christopher N. Jakubiak, AICP, Town Planner DATE: February 8, 2023 RE: Taco Bell - Final Site Plan and Final Subdivision Plat Introduction On October 19, 2022, the Planning Commission gave conditional approval to the Taco Bell preliminary site plan and subdivision plat. The conditions were:

• Compliance with the bufferyard and landscaping requirements – The four planned deciduous street trees

are to be distributed throughout the site as opposed to along the Rt. 213 frontage; the bufferyards should stay, with thinning allowable in the northern side but two bufferyard deciduous trees are required, leaving one in the southwest corner of the lot to grow to its full potential along with installing a 3-foot-tall evergreen hedge to effectively screen the parking lot and drive-thru lane from view of Rt. 213.

• Signage details – location, sizes, and illumination to include any wall/flat building signage, window signs,

on-site free-standing signage, and menu board specifications to comply with Section 170-38, Attachment 9:1. The 6-foot maximum height limitation for a monument sign must be adhered to. The site plan should show the location of the monument sign.

• The Applicant shall obtain all required local, County, State, and federal approvals and permits and satisfy

any final public works specifications and details that may be required by the Town engineering and public works staff.

Comments The applicant submitted a final site plan addressing the conditions. My comments are as follows:

Comment 1: Replace the Armstrong Columnar Maples with regular-shaped cultivars of the species (Red Sunset or October Glory) or with Sugar Maples. The Armstrong Columnar Maples that the Applicant has specified grow very narrow, about 12 feet wide at maturity, and this is not what is anticipated by the bufferyard requirements—which anticipate “deciduous canopy forest trees” which create a certain density of vegetation and tree canopy to

function as a “buffer”.

Comment 2: Move the pylon sign to the building side of the trail and outside the 30’ pedestrian and utility easement. In this way the sign is comparable in location to the MacDonald’s free standing sign. This prevents the encroachment of signage along the highway and eliminates conflict between the sign and pedestrians and utilities within the easement. This also fosters harmony with the other freestanding sign in this section of the MD 213

corridor.

Comment 3: The Applicant has not yet provided evidence that the site plan has obtained County approvals for stormwater management, grading, and sediment and erosion control. It has been reviewed and found acceptable by the Town Engineer.

Page 1 of 2 Conclusion I recommend that the Commission grant final site approval with the condition that the site plan be modified to address Comments 1 and 2 above and that the Town Zoning Administrator be directed to confirm that County approvals have been obtained before any Town certifying signatures are placed on the site plan.

With respect to the final plat, I recommend the Planning Commission grant final plat approval with the conditions

(1) that a signature line be added to the plat for the signature of the Chair of the Centreville Planning Commission

in lieu of the signature line that references Queen Anne’s County Planning Commission, (2) a signature line for the Town Manager / Zoning Administrator be added in lieu of the signature line for the County Finance Officer Certificate, and (3) the two signature lines listed as “County Attorney Certificate” and “Public Works Certificate” be removed.

Page 2 of 2

/I

BOHLER

18958 Coastal Highway, Suite D Rehoboth Beach, DE 19971 302.644.1155 December 27,2022 Via Federal Express Town of Centreville l0l Lawyers Row Centreville, MD 21617 Attn: Betty Jean Hall RE Taco Bell Preliminary Plan Laser Dr., Centreville, MD Map 44E - Parcel0098

BEVA #DEA22OO27.OO

Dear Ms. Hall:

Pursuant to the Preliminary Site Plan Centreville Planning Commission Conditional Approval Letter, dated November 14, 2022,please find the following point by point response for your review.

l:

Comment Compliance with the bufferyard and landscaping requirements - The four planned deciduous street trees are to be distributed throughout the site as opposed to along the Rt.

213 frontage; the bufferyards should stay, with thinning allowable in the northern side but two bufferyard deciduous trees are required, leaving one in the southwest corner of the lot to grow to its full potential along with installing a 3-foottall evergreen hedge to effectively screen the parking lot and drivethru lane from view of Rt. 213.

Response 1: The bufferyard street trees have been distributed and evergreen hedge has been added.

Comment 2: Signage details - location, sizes, and illumination to include any wall/flat building signage, window signs, on-site free-standing signage, and menu board specifications to comply with Section 170-38, Attachment 9:l . The 6-foot maximum height limitation for a monument sign must be adhered to. The site plan should show the location of the monument sign.

Response 2: The location of the sign is shown on the site plan. A detailed elevation is also included in this submission.

Comment 3: The Applicant shall obtain all required local, County, State, and federal approvals and permits and satisfy any final public works specifications and details that may be required by the Town engineering and public works staff.

Response 3: Comment acknowledged.

In regard to the above, please find the enclosed material for your review and approval:

a Eleven (l 1) copies of the Final Site Plan, prepared by Bohler Engineering, dated December 2'7, 2022.

a Eleven (11) copies of the Taco Bell Monument Elevation, prepared by Everbrite, dated November 9,2022.

(l) a One Final Planning Commission Application.

www. BohlerE ngineering.com Taco Bell Centreville

BOHLER//

Preliminary Conditional Approval Comments December 27,2022

BEVA #DEA22OO27.OO

Page2 of2 Upon your review of the above should you have any questions or require additional information, please do not hesitate to contact me at302-644-1155. Thank you.

Sincerely, Bohler Engineering -^tr /4.\,', Steve Fortunato, P.E.

Senior Project Manager cc: David Panella, ABTB Mid-Atlantic, LLC Sandra Bruno, Bohler Engineering File H:\2022\DEQ20027.00\Admin\Letters\Responses\Town of CentrevllleV2l227 - Finals,o2l227 - TB Comment Response Letler.doc www. BohlerEngineering.com

THE TOWN OF CENTREVILLE 101 LAWYERS ROW CENTREVILLE, MD 21617

410-75&1180 FAX 410-758-4741 WWIS.TOWNOFCENTREVTLLE.ORG

PLANNING COMMISSION APPLICATION

El site Plan E Minor Subdivision tr Major Subdivision E Concept E Preliminary E Sketch E Final tr Final E Preliminary E Property Line Adjustment tr Re-Subdivision E Final

E E

Annexation Zoning Re-Classification ApplicantName: Steve Fortunato, P.E. - Bohler Engineering VA, LLC Applicant Address: 18958 Coastal Hwy, Suite D, Rehoboth Beach, DE 1gg71 Phone #: 302-644-1155 Cellphone # email sfortu nato@ boh lerenq. com :

Proposed Name of Taco Bel! - Centreville Property Address: Laser Drive. lle 21617 044E Parcel: 0098 Block: Zoning PBD Brief Description of Project Location: Sorrth of f)rr kin'. off of Laser Drive Brief Description of Project Proposal Prooosed Taco Bell restaurant and drive-thru Number of Existing Lots: 1 Number of Proposed Lots 2 Has property involved ever been subject to previous No If date:_ ve number and

s) or Agent/Attorney

OFFICE USE ONLY

TOTAL PLAN REVIEW FEE

Payment Date Amount: Check Number:

Approved:_ Receivables Date:

W.\0-PERMITS\APPLICATION Permrt FormsU0'15-Oct applications lorms\Site Plan Application Form.doc

FINAL SITE PLAN

SHEET INDEX

SHEET TITLE SHEET NUMBER

COVER SHEET C-101

FOR

GENERAL NOTES C-102

PLAN LEGENDS C-103

TACO BELL

EXISTING CONDITIONS AND DEMOLITION PLAN C-201

SITE PLAN C-301

GRADING PLAN C-401

UTILITY PLAN C-501

SANITARY SEWER PROFILES C-502

PROPOSED STORM DRAIN PROFILES C-503 TO C-504

C-601

EROSION AND SEDIMENT CONTROL PLAN

FAST FOOD RESTAURANT

EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C-602

LANDSCAPE PLAN C-701

LANDSCAPE NOTES AND DETAILS C-702

CONSTRUCTION DETAILS C-901 TO C-903

W/ DRIVE-THRU

LIGHTING PLAN (BY OTHERS)

LOCATION OF SITE:

PART OF PARCEL 98

REFERENCES AND CONTACTS

CENTREVILLE ROAD

REFERENCES

¨ALTA/NSPS LAND TITLE SURVEY:

CONTROL POINT ASSOCIATES, INC.

QUEEN ANNE'S COUNTY, MARYLAND 1300 ROUTE 73, SUITE 211

MT LAUREL, NJ 08054

DATED: 05/16/22, REVISED 08/15/22

SURVEY JOB # 05 - 220153 - 00

MAP: 044E GRID: 0018 PARCEL: 0098 ELEVATIONS: NAVD 1988

¨GEOTECHNICAL INVESTIGATION REPORT:

GEO-TECHNOLOGY ASSOCIATES, INC.

21491 BALTIMORE AVE., UNIT 1

GEORGETOWN, DE 19947

PHONE: (302) 855-9761

DATED: 09/01/22

JOB NO. 31221468

GOVERNING AGENCIES

¨TOWN OF CENTREVILLE, MD

101 LAWYER'S ROW

CENTREVILLE, MD 21617

PHONE: (410) 758-1180

¨QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS

312 SAFETY DRIVE

CENTREVILLE, MD 21617

PHONE: 410-758-0920

FAX: 410-758-3341

¨QUEEN ANNE'S COUNTY OFFICE OF THE FIRE MARSHAL

100 COMMUNICATIONS DRIVE

CENTREVILLE, MD 21617

PHONE: 410-758-4500

¨QUEEN ANNE'S SOIL CONSERVATION DISTRICT

211 E WATER STREET

CENTREVILLE, MD 21617

PHONE: 410-758-3136

* 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.

LOCATION MAP

SCALE: 1" = 2000'

PLAN REFERENCE:

Copyright 2018

GOOGLE EARTH PRO

OWNER DEVELOPER

COURSEVALL LLC ABTB MID-ATLANTIC, LLC

8601 LASALLE ROAD, SUITE 205 245 AMITY ROAD, SUITE 200

TOWSON, MD 21286 WOODBRIDGE, CT 06525

CONTACT: DAVIS C. EMORY CONTACT: DAVID PANELLA

PHONE: (410) 218-0480 PHONE: (860) 424-6104

PREPARED BY

GENERAL NOTE: CONTACT: SANDRA BRUNO

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE

ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.

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NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

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STF

12/20/22

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FINAL SITE PLAN

TACO

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PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

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ORG. DATE - 12/20/22

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GENERAL NOTES

1. PURPOSE OF PLAN: THIS PLAN IS THE FINAL SITE PLAN FOR THE CONSTRUCTION OF A 2,235± S.F. FAST FOOD

RESTAURANT WITH DRIVE-THRU AND PARKING LOT.

2. TAX PARCEL: MAP - 044E

GRID - 0018

PARCEL - 0098

3. ZONING: PLANNED BUSINESS DISTRICT (PBD)

4. OWNER:

COURSEVALL LLC

8601 LASALLE ROAD, SUITE 205

TOWSON, MD 21286

CONTACT: DAVIS C. EMORY

PHONE: (410) 218-0480

5. DEVELOPER/APPLICANT:

ABTB MID-ATLANTIC, LLC

245 AMITY ROAD, SUITE 200

WOODBRIDGE, CT 06525

CONTACT: DAVID PANELLA

PHONE: (860) 424-6104

6. DATUM:

HORIZONTAL - NAD 83

VERTICAL - NAVD88

7. PROJECT BENCHMARK:

A. TBM-A: DRILL HOLE SET IN CONCRETE CURB, EASTERLY SIDE OF CENTREVILLE ROAD

ELEVATION = 62.62'

B. TBM-B: DRILL HOLE SET IN CONCRETE WALK, SOUTHERLY OF LASER DRIVE

ELEVATION = 58.87'

8. GROSS ACREAGE: 1.12± AC

9. LIMIT OF DISTURBANCE: 0.98± AC

10. PRESENT LAND USE: VACANT

11. PROPOSED LAND USE: COMMERCIAL - FAST FOOD RESTAURANT WITH DRIVE-THRU

12. TOTAL NUMBER OF LOTS:

EXISTING - ONE (1)

PROPOSED - ONE (1)

13. WATER AND SEWER FOR THIS SITE TO BE PROVIDED BY THE TOWN OF CENTREVILLE AND IS SUBJECT TO

APPROVAL OF THE TOWN OF CENTREVILLE DEPARTMENT OF PUBLIC WORKS.

BULK REQUIREMENTS: ALLOWED/REQUIRED PROVIDED

A. LOT AREA 1 AC 1.12± AC

B. MIN. BUILDING SETBACK

FRONT SETBACK (WEST) 60' 66.5'

SIDE SETBACK (SOUTH) 60' 87.4'

C. MIN. PARKING SETBACK

SIDE SETBACK (SOUTH) 30' 31.2'

D. PARKING REQUIREMENTS

1 PER 75 SF X 2,235 ± S.F.

30 27*

(GROSS FLOOR AREA)

9' X 18', 12' X 18' SITE DESIGNER/ENGINEER CERTIFICATION E. MIN. PARKING SPACE DIMENSIONS 9' X 18', 12' X 18' (ADA)

(ADA)

F. MIN. DRIVE AISLE 24' 24' I HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF MARYLAND, THAT THE FINAL PLAT AND/OR PLANS, AS SHOWN, IS A CORRECT REPRESENTATION OF THE SURVEY AS G. BUILDING FLOOR AREA N/A 2,235± S.F.

MADE, THAT ALL MONUMENTS INDICATED THEREON EXIST AND ARE CORRECTLY SHOWN AND THAT THE PLAT AND/OR PLANS COMPLIES WITH ALL REQUIREMENTS OF THE TOWN OF

H. BUILDING COVERAGE PERCENTAGE N/A 4.60%

CENTREVILLE ORDINANCE AND OTHER APPLICABLE LAWS AND REGULATIONS.

I. IMPERVIOUS AREA PERCENTAGE N/A 50%

* PARKING REDUCTION GRANTED AT CENTREVILLE PLANNING COMMISSION MEETING ON 10/19/22 SIGNATURE AND SEAL OF ENGINEER DATE

OWNER CERTIFICATION

I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED AND SHOWN ON THIS PLAN. THE PLAN WAS MADE AT MY DIRECTION, THAT I ACKNOWLEDGE THE SAME TO BE MY ACT.

IT IS MY DESIRE TO HAVE THE PLANS DEVELOPED AS SHOWN IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.

SIGNATURE DATE

COVER

CERTIFICATION OF PLAN APPROVAL

SHEET

APPROVED __________________BY _________________________

DATE TOWN ENGINEER

C-101

APPROVED __________________BY _________________________

DATE TOWN MANAGER

DAOR

ELLIVERTNEC

LASER DRIVE

GENERAL NOTES DEMOLITION NOTES SITE LAYOUT NOTES LIGHTING NOTES

(Rev. 2/2021) (Rev. 2/2021) (Rev. 1/2020) (Rev. 1/2020) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, V A, LLC 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT 1.

THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY

FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY

SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.

2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST 2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND 2.

THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND

REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES GOVERNMENTAL REGULATIONS.

NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE

IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE 3. WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE

DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES

CONSTRUCTION. HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. AND OTHER RELATED VARIABLE FIELD CONDITIONS.

3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD AND BOHLER THAT THE REGULATIONS. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC

LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC).

IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND

OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN

CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S.

APPROVALS ON SITE AT ALL TIMES. TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER GRADING NOTES (Rev. 2/2021) AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING

CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES

CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND

6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN

MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.

ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, AND ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.

LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.

8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE

CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.

CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION

ENGINEER OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ADDITIONAL WORK. RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR ENGINEER OF RECORD, IN WRITING.

9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS

DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE

OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE

10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED STATUTES, ORDINANCES AND CODES. BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS

FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,

11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE

THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE

RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ENGINEER OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE

AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR

APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.

12. ENGINEER OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING

FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN

13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED SAID CONTROLS UNTIL SITE IS STABILIZED WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).

DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.

CONTRACTOR'S SOLE COST AND EXPENSE. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY

14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT

WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. ACCESSIBILITY DESIGN GUIDELINES

BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY (Rev. 1/2020) INVOLVED WITH THE PROJECT. DEMOLITION ACTIVITIES.

15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE

SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS

16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.

TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND

17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. CONSISTENCY WITH INDUSTRY GUIDELINES.

DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM

CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE

OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST NOT LIMITED TO THE FOLLOWING:

THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.

REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR OWNER AND ENGINEER OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE COMPLIANT REMOVAL OF SAME. SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST

START OF CONSTRUCTION. 11. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT

18. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE

SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.

PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS STRUCTURAL OR GEOTECHNICAL ENGINEER. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES 12. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.

OR ANY JOB SITE CONDITIONS, AT ANY TIME. WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE

19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR WITH JURISDICTION. PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,

COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION 13. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE

CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.

INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST THIRD PARTY AND FIRST PARTY CLAIMS. PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG

20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT

BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. EXCEED A SLOPE OF 1:12 (8.3%).

CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE 14. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.

ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER

21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO REFERENCES INCORPORATED BY CODE).

COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE 15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING

OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST

PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK.

CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL 16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.

ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE

DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.

PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY 18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.

CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.

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 DRAINAGE AND UTILITY NOTES THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 1/2020) (Rev.2/2021) 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, 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT

OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, 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 SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER 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

PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR 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.

PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE 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 CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH 2. EROSION CONTROL MEASURES MUST CONFORM TO THE M A R Y L A N D GUIDELINES FOR URBAN EROSION AND SEDIMENT VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY

JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE

SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, EROSION CONTROL CONSTRUCTION NOTES. CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD.

DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0 . 9 8 ± ACRES. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF

CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE AS DESCRIBED ABOVE. AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE

24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR RETAINED ON-SITE. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING

TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN TEMPORARY FILL AND SOIL STOCKPILES. ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION.

INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.

RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.

LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RECOMMENDATIONS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR

BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL DEPOSITS GREATER THAN 6 " COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. ANY SILT FROM DROP INLET PROTECTION. OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE

CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING MANAGEMENT PRACTICES. UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO

PENALTIES AND THE LIKE RELATED TO SAME. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE CONSTRUCTION, MUST RESOLVE SAME.

26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE 7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE

FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. RESPONSIBLE FOR ALL SUCH COSTS. APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS,

27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND

IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND BOHLER ARE NOT CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT 8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS

ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND AND HOLD THE ENGINEER OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE

AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S),

28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.

APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT

TO SAME. AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE

29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. AGENCY WITH JURISDICTION OVER SAME.

WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.

30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.

MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE TO COMMENCING CONSTRUCTION.

ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO INCURS AS A RESULT OF SAID FAILURE. MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE

31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.

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.

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

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NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

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12/20/22

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PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

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STANDARD DRAWING LEGEND STANDARD

FOR ENTIRE PLAN SET ABBREVIATIONS

FOR ENTIRE PLAN SET

LIMIT OF WORK LOW LOW AC ACRES

LIMIT OF DISTURBANCE LOD LOD AMERICANS WITH

ADA DISABILITY ACT

ARCH ARCHITECTURAL

TYPICAL NOTE TEXT PROPOSED NOTE BC BOTTOM OF CURB

ONSITE PROPERTY BF BASEMENT FLOOR

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LINE BM BUILDING BENCHMARK

SETBACK BRL BUILDING RESTRICTION LINE

LINE CF CUBIC FEET

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CURB AND GUTTER CONN CONNECTION

CONC CONCRETE

SPILL TRANSITION

CONCRETE CURB & CPP CORRUGATED PLASTIC PIPE

GUTTER

DEPRESSED CURB AND GUTTER CY CUBIC YARDS

DEC DECORATIVE

UTILITY POLE DEP DEPRESSED

WITH LIGHT

DIP DUCTILE IRON PIPE

POLE DOM DOMESTIC

LIGHT

ELEC ELECTRIC

TRAFFIC

ELEV ELEVATION LIGHT

EP EDGE OF PAVEMENT

UTILITY

POLE ES EDGE OF SHOULDER

TYPICAL EW END WALL

LIGHT

EX EXISTING

ACORN FES FLARED END SECTION

LIGHT

FF FINISHED FLOOR TYPICAL

SIGN FH FIRE HYDRANT

FG FINISHED GRADE

PARKING

X

COUNTS G GRADE

GF GARAGE FLOOR (AT DOOR)

GH GRADE HIGHER SIDE OF WALL

190

CONTOUR GL GRADE LOWER SIDE OF WALL

LINE 187

GRT GRATE

SPOT TC 516.00 TC 516.00 MATCH EX GV GATE VALVE

ELEVATIONS BC 515.55 (518.02 ±)

HIGH DENSITY

HDPE

POLYETHYLENE PIPE

HP HIGH POINT

SAN

SANITARY HOR HORIZONTAL LABEL #

HW HEADWALL

X

STORM

LABEL # INT INTERSECTION

INV INVERT

SANITARY SEWER SL

LATERAL LF LINEAR FOOT

UNDERGROUND W LOC LIMITS OF CLEARING

WATER LINE

LOD LIMITS OF DISTURBANCE

UNDERGROUND E LOS LINE OF SIGHT

ELECTRIC LINE

LP LOW POINT

UNDERGROUND

G

GAS LINE L/S LANDSCAPE

OVERHEAD OH MAX MAXIMUM

WIRE

MIN MINIMUM

UNDERGROUND T MH MANHOLE

TELEPHONE LINE

MJ MECHANICAL JOINT

UNDERGROUND

C

OC ON CENTER

CABLE LINE

PA POINT OF ANALYSIS

STORM

SEWER PC POINT OF CURVATURE

SANITARY S PCCR POINT OF COMPOUND

SEWER MAIN CURVATURE, CURB RETURN

PI POINT OF INTERSECTION

HYDRANT

POG POINT OF GRADE

SANITARY S PROP PROPOSED

MANHOLE

PT POINT OF TANGENCY

STORM D POINT OF TANGENCY,

MANHOLE PTCR CURB RETURN

WATER PVC POLYVINYL CHLORIDE PIPE

METER

POINT OF VERTICAL PVI

WATER INTERSECTION

VALVE PVT POINT OF VERTICAL TANGENCY

GAS R RADIUS

VALVE

RCP REINFORCED CONCRETE PIPE

GAS RET WALL RETAINING WALL

METER

R/W RIGHT OF WAY

TYPICAL END

SECTION S SLOPE

SAN SANITARY SEWER

HEADWALL OR OR

ENDWALL

SF SQUARE FEET

GRATE STA STATION

INLET

STM STORM

CURB S/W SIDEWALK INLET

TBA TO BE ABANDONED

CLEAN

OUT TBR TO BE REMOVED

TBRL TO BE RELOCATED

ELECTRIC E

MANHOLE

TBV TO BE VACATED

TELEPHONE T TC TOP OF CURB

MANHOLE

TELE TELEPHONE

ELECTRIC EB

TPF TREE PROTECTION FENCE

BOX

TW TOP OF WALL

ELECTRIC EP

PEDESTAL TYP TYPICAL

UG UNDERGROUND

UP UTILITY POLE

MONITORING W WIDE

WELL

W/L WATER LINE

TEST

W/M WATER METER

PIT

± PLUS OR MINUS

BENCHMARK

° DEGREE

Ø DIAMETER

BORING

# NUMBER

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SDNEGEL

301-C

:TUOYAL>-----1

- SDNC

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

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SURVEY LEGEND DEMOLITION / REMOVAL UTILITY LEGEND

LEGEND

EXISTING CONTOUR

TYPICAL NOTE TEXT PROPOSED NOTE

EXISTING SPOT ELEVATION DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT SAN SANITARY

EXIST. TOP OF CURB ELEVATION EASEMENT LABEL #

LINE EXIST. BOTTOM OF CURB ELEVATION STM

STORM CONCRETE CURB & # LABEL OVERHEAD WIRES GUTTER

SANITARY SEWER SL ELECTRIC BOX UTILITY POLE

LATERAL WITH LIGHT

ELECTRIC METER POLE UNDERGROUND W

LIGHT WATER LINE DRAINAGE/STORM MANHOLE

TRAFFIC

UNDERGROUND SANITARY/SEWER MANHOLE LIGHT E ELECTRIC LINE

CLEAN OUT UTILITY

UNDERGROUND POLE G

GAS LINE UTILITY POLE

TYPICAL DETECTABLE WARNING PAD LIGHT OVERHEAD OH WIRE

ACORN

SIGN LIGHT UNDERGROUND T

TYPICAL TELEPHONE LINE

AREA LIGHT SIGN

UNDERGROUND

C

CABLE LINE

DECIDUOUS TREE & TRUNK SIZE X PARKING

COUNTS

STORM

SHRUBS SPOT SEWER TC 516.4

OR516.4 ELEVATIONS

1100 PARKING SPACE COUNT SAN SANITARY S

SANITARY SEWER MAIN EDGE OF PAVEMENT # LABEL

HYDRANT

STM BOTTOM OF STRUCTURE STORM

# LABEL

GUTTER LINE SL SANITARY SEWER SANITARY S

LATERAL MANHOLE

LANDSCAPED AREA W UNDERGROUND STORM D

WATER LINE MANHOLE

SOLID WHITE LINE

UNDERGROUND

E WATER

DOUBLE YELLOW LINE ELECTRIC LINE METER

UNDERGROUND

DASHED WHITE LINE G WATER

GAS LINE

VALVE

STOP BAR OH OVERHEAD

WIRE GAS

EVIDENCE FOUND T UNDERGROUND VALVE

TELEPHONE LINE GAS

UNKNOWN TERMINUS

C UNDERGROUND METER

CABLE LINE

STORM TYPICAL END

SEWER SECTION

S SANITARY HEADWALL OR OR

SEWER MAIN ENDWALL

HYDRANT

YARD

S SANITARY INLET

MANHOLE

CURB D STORM

INLET

MANHOLE

WATER CLEAN

METER OUT

WATER ELECTRIC E VALVE

MANHOLE

GAS

VALVE TELEPHONE T

GAS MANHOLE

METER

ELECTRIC EB BOX

ELECTRIC EP

PEDESTAL

MONITORING

WELL

TEST

PIT

GRADING LEGEND

EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE

120 120

CONTOUR

125 LINE 125

SPOT TC516.00 TC 516.00

TC 516.4

OR516.4 ELEVATIONS BC 515.55

SAN SAN

SANITARY

# LABEL #

STM STORM STM

# # LABEL

STORM

SEWER

D STORM D

MANHOLE

TYPICAL END

SECTION

HEADWALL OR

OR OR

ENDWALL

YARD

INLET

CURB

INLET

MONITORING

WELL

BORING

BENCHMARK

TEST

PIT

PLAN

LEGENDS

C-103

10

DAOR

ELLIVERTNEC

L A S E R D R I V E

APN 1803125588

S83°52'28"E

'5 3 .7 8

E

" PARCEL 98

5

1 N/F LANDS OF

'9

5 COURSEVALL, LLC

° 4

0 P.B. SM 46, FOLIO 27 A-B N

W

" 9 4 '2 1 ° 1 0

N

'60.911

E"23'70°60N

33

F 438.98'

S68°26'11"E

E

33 37 33

N 497,526.3405

E 1,574,446.2682

A B C D

302.89'

A N 497,494.0192

E 1,574,747.4288

H

10 10 33 36 10 '3 2 .4 4

H 1475.19'

G

10 H G

10 N72°01'17"W

APN 1803035255

10 33 '22.391

E

W

3 8 D N A D A N 8 3

S

10

PROP. TREELINE

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

OMED

102 -

C

:TUOYAL>-----1

-

PSF

-

00.720022AED\65631_HSILBUPCA\PMET\2202D3C\2202\RELHOB\ATADMARGORP\:C

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

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ERUTCETIHCRA

EPACSDNAL

NGISED

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SURVEY NOTES:

SURVEY REFERENCES:

1. PROPERTY KNOWN AS PARCEL 98, AS SHOWN ON THE OFFICIAL TAX MAP OF CENTREVILLE, COUNTY OF QUEEN ANNE'S, MARYLAND.

1. THE OFFICIAL TAX ASSESSOR'S MAP OF QUEEN ANNE'S COUNTY, MARYLAND, MAP ID: 044E 2. THE PURPOSE OF THIS PLAN IS TO SHOW TOPOGRAPHIC CONDITIONS WITHIN A SPECIFIC AREA; PER CONTRACTUAL AGREEMENT WITH THE CLIENT, CONTROL POINT ASSOCIATES,

CENTREVILLE. INC. HAS PERFORMED A PARTIAL BOUNDARY SURVEY.

2. FEMA MAP NUMBER 24035C0215D, DATED 11-05-2014; PANEL NOT PRINTED. 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

3. MAP ENTITLED "FINAL SUBDIVISION PLAT, FINAL PHASE, CENTREVILLE BUSINESS PARK, LANDS OF ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR

COURSEVALL, LLC IN THE TOWN OF CENTREVILLE, THIRD ELECTION DISTRICT, QUEEN ANNE'S LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN COUNTY, MARYLAND" DATED MAY 2016, RECORDED 02-14-2017, QUEEN ANNE'S COUNTY PLAT THE AREA EITHER IN SERVICE OR ABANDONED.

BOOK SM 46, FOLIO 27A-27B.

THE SOURCE OF UNDERGROUND UTILITIES ARE SHOWN UTILIZING A QUALITY LEVEL SYSTEM:

4. MAP ENTITLED "OFFSITE UTILITY AND PEDESTRIAN PATHWAY EASEMENT OF SYMPHONY VILLAGE

AT CENTREVILLE IN THE TOWN OF CENTREVILLE, THIRD ELECTION DISTRICT, QUEEN ANNE'S QUALITY LEVEL D - UTILITIES SHOWN BASED UPON REFERENCE MAPPING OR ORAL HISTORY. NOT FIELD VERIFIED.

COUNTY, MARYLAND, PREPARED FOR: WATERFORD CENTREVILLE, LLC" DATED 09-2002, LAST REVISED 03-13-2003, RECORDED 04-28-2003 PLAN BOOK SM 33, FOLIO 6R QUEEN ANNE'S COUNTY. QUALITY LEVEL C - LOCATION OF UTILITY SURFACE FEATURES SUPPLEMENTS REFERENCE MAPPING. INCLUDES MARKOUT BY OTHERS.

5. MAP ENTITLED "FOR THE LANDS OF COURSEVALL, LLC, LOT E, LOT I, LOT K, LOT L AND LASER QUALITY LEVEL B - UTILITY LOCATION DATA IS COLLECTED THROUGH GEOPHYSICAL SENSING TECHNOLOGY TO SUPPLEMENT SURFACE FEATURES AND OR REFERENCE

DRIVE ON PARCEL 98 IN CENTREVILLE BUSINESS PARK IN THE TOWN OF CENTREVILLE, THIRD MAPPING. INCLUDES MARKOUT BY CONTROL POINT ASSOCIATES, INC.

ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MARYLAND" DATED FEBRUARY 2021, LAST REVISED 07-02-2021, RECORDED 07-15-2021, QUEEN ANNE'S COUNTY PLAT BOOK SM 49, FOLIO 88. 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.

6. MAP ENTITLED "SUBDIVISION PLAT, SECTION 2, CENTREVILLE BUSINESS PARK, PART OF THE

LANDS OF COURSEVALL, LLP IN THE TOWN OF CENTREVILLE, THIRD DISTRICT, QUEEN ANNE'S 4. THIS PLAN IS BASED ON A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC., AND OTHER REFERENCE MATERIAL AS LISTED HEREON.

COUNTY, MARYLAND, PREPARED FOR COURSEVALL, LLP" DATED APRIL 2000, RECORDED 06-30-2000, QUEEN ANNE'S COUNTY PLAT BOOK SM 29 FOLIO 21A & B. 5. THIS SURVEY IS PREPARED WITH REFERENCE TO A TITLE COMMITMENT PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NO. 22-10042, WITH A COMMITMENT DATE OF 05-09-2022, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN SCHEDULE B, SECTION II:

8 ANNEXATION AND SUBJECTION OF ADDITIONAL LANDS TO COVENANTS AND RESTRICTIONS FOR CENTREVILLE BUSINESS PARK SECTION TWO, DATED JULY 23, 2007, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 1707, FOLIO 191 - NOT SURVEY RELATED 9 INSPECTION AND MAINTENANCE AGREEMENT OF PRIVATE STORMWATER MANAGEMENT FACILITIES, DATED APRIL16, 2004, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 1255, FOLIO 270 - NOT SURVEY RELATED

10 EXCHANGE OF EASEMENTS AND COVENANTS WITH WATERFORD CENTREVILLE, LLC, DATED APRIL 25, 2003, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 1070, FOLIO 516 - 30' WIDE UTILITY & PEDESTRIAN PATHWAY EASEMENT, PROPOSED 12” WATER LINE, PROPOSED SEWER (FORCE MAIN), PROPOSED 8”

GRAVITY SEWER SHOWN (SEE REF. 4)

11 INSPECTION AND MAINTENANCE AGREEMENT OF PRIVATE STORMWATER MANAGEMENT FACILITIES, DATED AUGUST 30, 2000, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 754, FOLIO 840 - NOT SURVEY RELATED 12 STORMWATER EASEMENT AGREEMENT DATED SEPTEMBER 7, 2000, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 752, FOLIO 738 -

STORMWATER EASEMENT AREA SHOWN

13 A 40' WIDE EASEMENT AREA IN THE ACCESS EASEMENT AGREEMENT DATED SEPTEMBER 7, 2000, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN

LIBER S.M. NO. 752, FOLIO 733 - 40' WIDE INGRESS/EGRESS EASEMENT SHOWN

14 DECLARATION OF COVENANTS AND RESTRICTIONS FOR CENTREVILLE BUSINESS PARK SECTION TWO, DATED JUNE 29, 2000, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 742, FOLIO 209 - 10' WIDE UTILITY RIGHTS OF WAY NOT SHOWN; ARE NOT ON AND DO NOT TOUCH SURVEYED PROPERTY 15 A 60' WIDE EASEMENT AREA TO THE TOWN COUNCIL OF CENTREVILLE, DATED MARCH 8, 1999, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER

S.M. NO. 670, FOLIO 403 - TAYLOR DRIVE SHOWN

16 CONFIRMATORY DEED TO FOUR RIVERS LAND COMPANY AND THE TOWN COUNCIL OF CENTREVILLE, DATED MARCH 11, 1999, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 665, FOLIO 639 - NOT SURVEY RELATED 17 GRANT OF EASEMENT DATED SEPTEMBER 4, 1998, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 635, FOLIO 574 - NOT SHOWN; IS

NOT ON AND DOES NOT TOUCH SURVEYED PROPERTY

18 DEED TO THE TOWN OF CENTREVILLE, DATED JANUARY 15, 1997, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 599, FOLIO 352 -

APPROXIMATE AREA OF DEDICATION SHOWN

19 RIGHT OF WAY TO BELL ATLANTIC MARYLAND, INC., DATED NOVEMBER 14, 1997, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 591,

FOLIO 472 - SHOWN

20 AMENDMENT OF DECLARATION OF COVENANTS AND RESTRICTIONS FOR CENTREVILLE BUSINESS PARK PHASE ONE, DATED JULY 22, 1997, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 578, FOLIO 112 - NOT SURVEY RELATED 21 EASEMENT AGREEMENT TO DELMARVA POWER AND LIGHT COMPANY, DATED NOVEMBER 22, 1996, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 570, FOLIO 621 - NOT SHOWN; NOT PLOTTABLE PER RECORD DOCUMENT

22 DEED OF FOREST CONSERVATION EASEMENT TO THE TOWN OF CENTREVILLE, DATED JANUARY 15, 1997, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S

COUNTY IN LIBER S.M. NO. 559, FOLIO 570 - CONSERVATION AREA SHOWN

23 RIGHT OF WAY TO BELL ATLANTIC MARYLAND INC., DATED NOVEMBER 22, 1996, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 552,

FOLIO 402 - SHOWN

24 INSPECTION AND MAINTENANCE AGREEMENT OF PRIVATE STORMWATER MANAGEMENT FACILITIES, DATED JUNE 6, 1996, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 541, FOLIO 598 - NOT SURVEY RELATED 25 DEED AND BOUNDARY LINE AGREEMENT BETWEEN COURSEVALL, LLP, AND NICHOLAS I. WOOD AND JEAN S. WOOD, DATED APRIL 11, 1996, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 529, FOLIO 863 - BOUNDARY LINE AGREEMENT (NORTHEASTERLY LINE OF SURVEYED PROPERTY) SHOWN

26 DECLARATION OF COVENANTS AND RESTRICTIONS FOR CENTREVILLE BUSINESS PARK PHASE ONE, DATED FEBRUARY 23, 1996, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 521 FOLIO 753 - NOT SURVEY RELATED 27 A 15' RIGHT OF WAY FOR INGRESS AND EGRESS AND RIGHT TO USE AND SECURE WATER AS SET FORTH IN A DEED FROM DAVID H. TAYLOR, ET AL., TO TERRY R. CORKRAN AND WIFE, DATED JULY 2, 1971, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER C.W.C. NO. 56, FOLIO 552 - NOT SHOWN; LOCATION CANNOT BE

DETERMINED FROM RECORD DOCUMENT

28 DEED TO THE STATE ROADS COMMISSION OF MARYLAND, DATED OCTOBER 8, 1952, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER T.S.P. NO.

7, FOLIO 31 - NOT SHOWN; REFERENCED PLAN NOT INCLUDED IN RECORD DOCUMENT 29 DEED TO THE STATE ROADS COMMISSION OF MARYLAND, DATED OCTOBER 8, 1952, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER T.S.P. NO.

7, FOLIO 32 - NOT SHOWN; REFERENCED PLAN NOT INCLUDED IN RECORD DOCUMENT 30 GRANT OF RIGHT OF WAY TO THE TOWN COMMISSIONERS OF CENTREVILLE, DATED AUGUST 24, 1946, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER N.B.W. NO.2, FOLIO 405 - UTILITY RIGHT OF WAY NOT SHOW; LOCATION CANNOT BE DETERMINED FROM RECORD DOCUMENT 31 DEED TO THE STATE ROADS COMMISSION OF MARYLAND, DATED AUGUST 30, 1946, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER A.S.G. NO.

15, FOLIO 25 - NOT SHOWN; REFERENCED PLAN NOT INCLUDED IN RECORD DOCUMENT 32 RIGHT OF WAY TO MARYLAND LIGHT AND POWER COMPANY, DATED JULY 13, 1930, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER B.H.T. NO.

12, FOLIO 100 - NOT SHOWN; NOT PLOTTABLE PER RECORD DOCUMENT

33 SUBJECT TO THE MATTERS SET FORTH ON A PLAT RECORDED AMONG THE PLAT RECORDS OF QUEEN ANNE'S COUNTY, MARYLAND, IN PLAT BOOK S.M. NO. 46, FOLIO 27 A&B - PROPOSED 30' WIDE SHARED ACCESS & MAINTENANCE EASEMENT, 30' WIDE UTILITY & PEDESTRIAN PATHWAY EASEMENT, 10' WIDE SLOPE & UTILITY EASEMENT, PROTECTED

FOREST CONSERVATION AREA SHOWN

34 MAINTENANCE AND INSPECTION AGREEMENT TO QUEEN ANNE'S COUNTY, MARYLAND DATED OCTOBER 3, 2008, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S TABLE OF SIGNIFICANT OBSERVATIONS COUNTY IN LIBER S.M. NO. 1815, FOLIO 313 - NOT SURVEY RELATED 35 RIGHT OF WAY EASEMENT TO VERIZON MARYLAND, INC., DATED OCTOBER 7, 2010, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO.

A LANDSCAPED AREA EXTENDING FROM PROPERTY

2000, FOLIO 694 - RIGHT OF WAY NOT SHOWN; BLANKET IN NATURE

ADJACENT TO THE NORTH ONTO SURVEYED PROPERTY

36 DEED OF DONATION TO THE STATE HIGHWAY ADMINISTRATION DATED NOVEMBER 20, 2013, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER B TRANSFORMER ON CONCRETE PAD EXTENDING ONTO S.M. NO. 2271, FOLIO 16 - RIGHT OF WAY DONATION LINE SHOWN

SURVEYED PROPERTY FROM PROPERTY ADJACENT TO THE

NORTH 37 DECLARATION OF COVENANTS AND RESTRICTIONS DATED FEBRUARY 14, 2017, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY, MARYLAND IN LIBER S.M. NO. 2645, FOLIO 91 - LASER DRIVE & 10' WIDE UTILITY EASEMENT, STORMWATER MANAGEMENT PARCELS 1 & 2, PROTECTED FOREST CONSERVATION AREA, ADDITIONAL

C CONCRETE WALK EXTENDING ONTO SURVEYED PROPERTY OPEN SPACE SHOWN

FROM PROPERTY ADJACENT TO THE NORTH

38 EASEMENT AGREEMENT DATED FEBRUARY 14, 2017, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER S.M. NO. 2645, FOLIO 119 - NOT SURVEY

RELATED

D BARRICADE LOCATED AT ACCESS POINT OF SURVEYED

PROPERTY 39 PARTIAL RELEASE AND ABANDONMENT OF EASEMENT AND COVENANTS DATED JANUARY 11, 2019, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER K.B.H. NO. 3028, FOLIO 284 - 30' WIDE UTILITY & PEDESTRIAN PATHWAY EASEMENT SHOWN

E INLET EXTENDING ONTO SURVEYED PROPERTY FROM

40 THIRD AMENDMENT TO PUBLIC WORKS AGREEMENT DATED OCTOBER 1, 2020, AND RECORDED AMONG THE LAND RECORDS OF QUEEN ANNE'S COUNTY IN LIBER K.B.H. NO. 3494,

PROPERTY ADJACENT TO THE NORTH

FOLIO 130 - NOT SURVEY RELATED

F CONCRETE WALK & ADA APRON EXTENDING ONTO 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD ZONE X, NO SCREEN (AREA OF MINIMAL FLOOD HAZARD) PER REF. #2 SURVEYED PROPERTY FROM LASER DRIVE R.O.W.

7. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY.

G WIRE FENCE MEANDERING ON AND ALONG SOUTHERLY

PROPERTY LINE

8. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ON GPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS).

H ASPHALT WALK EXTENDING FROM PROPERTY ADJACENT TO TEMPORARY BENCH MARKS SET:

THE SOUTH, ACROSS SURVEYED PROPERTY ONTO

PROPERTY ADJACENT TO THE NORTH TBM-A: DRILL HOLE SET IN CONCRETE CURB, EASTERLY SIDE OF CENTREVILLE ROAD

ELEVATION = 62.62'

NOTE: THESE ARE THE SIGNIFICANT OBSERVATIONS NOTED TBM-B: DRILL HOLE SET IN CONCRETE WALK, SOUTHERLY OF LASER DRIVE

DURING THE PROCESS OF CONDUCTING THE FIELD WORK. THERE

ELEVATION= 58.87'

MAY BE OTHERS NOT RECOGNIZED BY THE SURVEYOR.

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. ZONING INFORMATION WAS NOT PROVIDED AT TIME OF SURVEY.

11. BEARINGS AND COORDINATES ARE REFERENCED TO THE MARYLAND COORDINATE SYSTEM (NAD83/2011) BASED ON GPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK

(KEYNETGPS).

EXISTING

CONDITIONS AND

DEMOLITION

PLAN

30 15 7.5 0 30 C-201

1"=30' 10

DAOR

ELLIVERTNEC

L A S E R D R I V E

APN 1803125588

S83°52'28"E

'5 3 .7 8

E " PARCEL 98

5 1 N/F LANDS OF '9

5 COURSEVALL, LLC °

4 P.B. SM 46, FOLIO 27 A-B 0

N

W

" 9 4 '2 1 ° 1 0

N

'60.911

E"23'70°60N

438.98'

S68°26'11"E

N 497,526.3405

E 1,574,446.2682

N 497,494.0192

302.89' E 1,574,747.4288

'3 2 .4 4 1475.19'

N72°01'17"W

APN 1803035255

'22.391

R 14' 14'R

R

18' 18'R

L R B

'0 6

3'R

18'R

R

10' PROP.

25' LANDSCAPE

BUFFER

'91 '21 80' 12' 14

60' BRL

9' 13

PROP. TREELINE

'91 80.1'

PROP. TACO BELL

ENDEAVOR 2.0 MED - 40 (2,235± SF) HEIGHT = 23 FT

FFE = 61.00'

14'R

3'R 5'R

30' PARKING SETBACK

'7 '2.13

PROP. 20'

UTILITY EASEMENT

D

O

L

R E F F U B E P

A C S

D

N

A 155.6'

L '0 66.5'

3 .P

O R P

DOL

DOL

DOL

LOD

LOD

L

O D D O L

L O

D D O L

L O D D O

L

L

O

D D O

L

L

O

D D O

L

L O

D D

O

L

L

O

D D

O L

L

O

D D

O

L

L

O

D

LOD

L O

D

L O

D

LOD

L O D

LOD

LOD DOL

LOD

LO D D OL LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD

D

O

L D O L

D

O

L

D O L

LOD

D O

L

L O D D

O L L O

D

D

O

L L O

D

D

O

L

L

O

D

D O L DOL DOL

DOL L O DOL D

DOL

DOL

DOL

L

O

DOL D

DOL DOL

DOL DOL DOL DOL DOL DOL

DOL DOL DOL DOL

'9.62 9' 24'

PROP. 8.4' X 102'

TEMPORARY CONSTRUCTION EASEMENT (857± SF) 12'

18'R

'7 '42 '7 4' 7.

8 '5 '21 '5.62

R

25' '9 13' 5' 12' 9' '42

E

W

3 8 N A D D

A 8

N 3

S

G-6

G-1

G-18 T-1 G-13 G-19 G-10 G-12

G-7 G-17

G-16

G-4

G-12 G-11 T-6 G-8 T-5 G-3

G-5 G-1 G-15 G-5 T-8 G-15 G-14 T-6

T-9 G-1

G-8

G-8

T-5 T-7 T-3 T-6

G-15 G-9

T-2 T- 4 G-13

G-3 T-1

G-12

G-13

G-2

REMIALCSID

PROJECT No.: DRAWN BY: CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

ETIS

103

- C

:TUOYAL>-----1

-

PSF

-

00.720022AED\65631_HSILBUPCA\PMET\2202D3C\2202\RELHOB\ATADMARGORP\:C

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00 SLB STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

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DESU

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YRATEIRPORP

ERA

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TNETNOC

DNA NGISED

,NOITAMROFNI

EHT

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NOITCURTSNOC

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DEZILITU

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SNALP

DELAES

DNA DENGIS

,DEVORPPA

YLNO .RELHOB

MORF

NOITAZIROHTUA

RELHOB©

GENERAL CONSTRUCTION NOTES

INSTALL 4" THICK PRIVATE CONCRETE SIDEWALK (TYP.) AT WIDTH SPECIFIED ON PLANS. SEE G-1 DETAIL ON SHEET C-901 FOR MORE INFORMATION.

PROPOSED 11.75' X 32.88' TRASH ENCLOSURE AREA ON CONCRETE PAD. REFERENCE

G-2

ARCHITECTURAL PLANS FOR MORE INFORMATION.

INSTALL FULL DEPTH ASPHALT PAVEMENT SECTION. REFERENCE SITE PLAN NOTE 3. SEE DETAIL

G-3

ON SHEET C-901 FOR PAVEMENT SECTIONS.

INSTALL STANDARD DUTY CONCRETE PAVEMENT (TYP.). SEE DETAIL ON SHEET C-901 FOR MORE G-4 INFORMATION.

G-5 PROPOSED BENCH. REFERENCE ARCHITECTURAL PLANS FOR DETAIL.

G-6 PROPOSED 6' PYLON SIGN. REFERENCE ARCHITECTURAL PLANS FOR DETAIL.

PROPOSED OUTDOOR SEATING AREA WITH RAILING. REFERENCE ARCHITECTURAL PLANS FOR G-7 MORE INFORMATION.

INSTALL ACCESSIBLE RAMP WITH LATEST ADA STANDARDS (TYP.). SEE DETAIL ON SHEET C-901 G-8 FOR MORE INFORMATION.

G-9 PROPOSED 10' CLEARANCE BAR. REFERENCE ARCHITECTURAL PLANS FOR MORE INFORMATION.

PROPOSED 7.25' DIGITAL MENU BOARD WITH SPEAKER POST AND 10' ORDER POINT CANOPY.

G-10

REFERENCE ARCHITECTURAL PLANS FOR MORE INFORMATION.

G-11 PROPOSED BIKE RACK. REFERENCE DETAIL ON SHEET C-901.

G-12 PROPOSED 6" CURB (TYP.). SEE DETAIL ON SHEET C-901 FOR MORE INFORMATION.

PROPOSED LIGHTING FIXTURE, SHOWN FOR REFERENCE ONLY (TYP.). SEE LIGHTING PLAN FOR

G-13

ADDITIONAL INFORMATION.

G-14 PROPOSED WHEEL STOP (TYP.). SEE DETAIL ON SHEET C-901.

PROPOSED 6" DEPRESSED CURB TO BE FLUSH WITH PAVEMENT. SEE GRADING PLANS FOR MORE

G-15

INFORMATION. SEE CURB TAPER DETAIL ON SHEET C-901.

G-16 PROPOSED BOLLARD (TYP.). REFERENCE ARCHITECTURAL PLANS FOR MORE INFORMATION.

PROPOSED 3' WIDE SECTION OF 6" DEPRESSED CURB TO BE FLUSH WITH PAVEMENT TO ALLOW G-17 FOR DRAINAGE. SEE GRADING PLANS FOR MORE INFORMATION. SEE CURB TAPER DETAIL ON SHEET C-901.

G-18 PROPOSED 9" CURB AT SIDEWALK.

PROPOSED DRIVE THROUGH CANOPY. REFERENCE ARCHITECTURAL PLANS FOR MORE

G-19

INFORMATION.

STRIPING AND SIGNAGE CONSTRUCTION

NOTES

T-1 PROPOSED WHITE THERMOPLASTIC ARROW (TYP.).

T-2 PROPOSED EPOXY STRIPING - 4" HANDICAPPED BLUE PARKING SYMBOL (TYP.).

PROPOSED EPOXY STRIPING - 4" SOLID HANDICAPPED BLUE CROSS HATCH (@45°, SPACED 2' O.C.)

T-3

TO DELINEATE NO PARKING ZONE (TYP.).

T-4 PROPOSED EPOXY STRIPING - 4" SOLID WHITE LINE (TYP.).

PROPOSED 2' WIDE WHITE THERMOPLASTIC LINE (SPACED 4' O.C.) TO DELINEATE CROSSWALK T-5 (TYP.).

PROPOSED CROSSWALK SIGN. REFERENCE LATEST STANDARDS AND SPECIFICATIONS PROVIDED T-6 BY THE MARYLAND STATE HIGHWAY ADMINISTRATION.

PROPOSED MOBILE ORDER SIGN (TYP.). GC TO VERIFY SIGNAGE WITH TACO BELL PRIOR TO

T-7

ORDERING AND INSTALLATION.

PROPOSED HANDICAPPED SIGN WITH VAN ACCESSIBLE MARKER (TYP.). SEE DETAIL ON SHEET T-8 C-901.

T-9 PROPOSED HANDICAPPED SIGN (TYP.). SEE DETAIL ON SHEET C-901.

SITE PLAN NOTES

1. CONTRACTOR MUST COORDINATE WITH GEOTECHNICAL ENGINEER AND OWNER TO DETERMINE KEY WAY/EXPANSION JOINTS LOCATIONS AND DISTRIBUTE LOCATIONS TO THE OWNER FOR REVIEW PRIOR TO CONSTRUCTION.

2. PRIOR TO ORDERING MATERIALS AND INSTALLING THE RESPECTIVE SITE FEATURES, THE

CONTRACTOR MUST REVIEW THE PROPOSED ITEM WITH THE OWNER TO ENSURE NO CHANGES ARE DESIRED BY THE OWNER. THIS INCLUDES THE FINISHES ON THE BUILDING. CONTRACTOR TO CONTACT BOHLER IN WRITING SHOULD OWNER CHANGES BE REQUESTED.

3. ALL PAVEMENT WITHIN DRIVE AISLES TO BE HEAVY DUTY ASPHALT PAVEMENT. ALL PAVEMENT WITHIN STRIPED PARKING STALLS TO BE STANDARD DUTY ASPHALT PAVEMENT. REFERENCE SHEET C-901 FOR PAVEMENT SECTION DETAILS AND SPECIFICATIONS. GC TO VERIFY LOCATION OF HEAVY DUTY

AND STANDARD DUTY PAVEMENT WITH OWNER AND GEOTECHNICAL ENGINEER PRIOR TO BIDDING AND CONSTRUCTION.

HATCH

LEGEND

NOT TO SCALE

BUILDING

PROP.

ASPHALT

PAVEMENT

PROP. CONC.

SIDEWALK

PROP.

STANDARD-DUTY

CONCRETE

SITE PLAN

C-301

20 10 5 0 20 1"=20'

DAOR

ELLIVERTNEC

L A S E R D R I V E

APN 1803125588

S83°52'28"E

'5 3 .7 8

E " PARCEL 98

5 1 N/F LANDS OF '9

5 COURSEVALL, LLC

°

4 P.B. SM 46, FOLIO 27 A-B 0 N

W

" 9 4 '2 1 ° 1 0

N

'60.911

E"23'70°60N

438.98'

S68°26'11"E

N 497,526.3405

E 1,574,446.2682

N 497,494.0192

302.89' E 1,574,747.4288

'3 2 .4 4 1475.19'

N72°01'17"W

APN 1803035255

'22.391

PROP. TACO BELL

ENDEAVOR 2.0 MED - 40 (2,235± SF) HEIGHT = 23 FT FFE = 61.00'

W W W W W W W

PROP. TREELINE

W

W

PROP. 20'

UTILITY EASEMENT

D O L

DOL

DOL

DOL

LOD

LOD

L

O D D O L

L O

D D O

L

L O D D O

L

L

O

D D O

L

L

O

D D O

L

L O

D D

O

L

L

O

D D

O L

L

O D D

O

L

L

O D

LOD

L

O

D

L O

D

LOD

L O D

LOD

LOD DOL

LOD

LO D D OL LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

D O L D O L E G D RI

D

O

L

PROP. 8.4' X 102'

TEMPORARY D CONSTRUCTION EASEMENT O L (857± SF)

LOD

D

O

L

L O D D O L L

O

D

E G D

D RI

O L L O

D

UGET&C UGET&C UGET&C UGET&C UGET&C UGET&C

D

O L

T & C L O D E

G U

D O L DOL DOL C DOL L & O

G

E T DOL D

U DOL

DOL

DOL

L

O DOL D

DOL

DOL

DOL DOL DOL DOL DOL DOL

DOL DOL DOL DOL

C&TEGU

C&TEGU

E

E

E G G

E E E

E E

E

E E E E

S

S

S

S S S S S

S

S

E

W

3 8 N A D D

A 8

N 3

S

S

S

S

S

S

TC 58.58±M.E.

BC 58.08±M.E.

TC 58.99±M.E. TC 60.26 TC 60.50 BC 58.49±M.E. BC 59.76 BC 60.00 TC 60.38 TC 58.50 BC 59.88 TC 61.00 BC 58.00 TC 58.77 TC 60.55 BC 58.27

BC 60.50 BC 60.05

TC 61.00 TC 58.91 TC 58.39 BC 60.50 BC 58.41 BC 57.89 SS-A10

TC = BC TC 60.60 60.52 BC 60.10 SL TC 59.07 BC 58.57 TC = BC TC = BC

58.50 60.77 TC = BC TC = BC TC = BC

58.68 57.89 57.49

TC = BC

58.39 TC = BC TC = BC TC 60.85 TC = BC

60.42 60.66 BC 60.35 TC = BC TC = BC TC 60.85 TC 60.05 TC 59.02 TC = BC 57.78 TC = BC TC 60.67 60.35 60.35 BC 60.35 BC 59.55 BC 58.52 58.59 57.38 TC 60.90 BC 60.17

BC 60.40

TC 58.44

TC 60.40 BC 57.94 BC 59.90

G 60.20 G 60.08 G 60.00 TC 58.70 BC 58.20

G 60.12

TC 59.87

BC 59.37 TC 59.90 TC 60.10 TC 60.30 TC 59.90 TC 57.65

BC 59.40 BC 59.60 BC 59.80 BC 59.40 BC 57.15

TC 59.90

BC 59.40 TC 60.00 TC 58.93 TC 57.85

BC 59.50 BC 58.43 BC 57.35

4A-SS

5A-SS

2 A S-

S

3 A

S-

S

SS-A8

SS-A14 SS-A11

8A-DS

2A-DS

1

A D-

S

SD-A4 SD-A3 SD-A5

6 A D- S SS-A12 SS-A13

%12.1 %24.1 1

A

S-

S

G 57.99+/-

MATCH EX.

G 57.93+/-

MATCH EX.

G 59.95+/- TC 60.60 57 TC 58.89 MATCH EX. BC 60.10 58 BC 58.39 59 G 60.01+/- MATCH EX. 5 57 9 SD-A7 60 FF = 61.00 G 57.75 58 0 6

G 60.86 FF = 61.00 TC 61.00 58 60 BC 60.50

FF = 61.00 SS-A7 SS-A6

S S S S FF = 61.00 58 G 60.83

G 60.62 G 60.86 FF = 61.00 FF = 61.00 FF = 61.00 FF = 61.00 G 58.01

0 G 58.37 6

G 60.80+/- G 60.52 G 60.73 TC 60.90 FF = 61.00

G 59.11

MATCH EX. BC 60.40 2.22% G 59.02 G 60.91+/-

MATCH EX. G 58.28 G 57.89 TC 60.80 TC 60.90 BC 60.30 BC 60.40

60 0.62% 0.67% 60 8 5 59 57 61 0.93% 0.86% 1.80% 60 5 5

59 TC 58.00 TC 57.50

58 BC 57.50 BC 57.00 6 5

57 7 56 5 55 95

PROP CB: CB-A1

RIM: 57.16

INV. IN: 47.91 (15")

EX. INV. IN: 45.90 (36")

EX. INV. OUT: 45.90 (36")

CONNECT TO EX. SAN

AT ELEV. 45.56'

SSCO-A1

SSCO-A2

PROP MH: MH-A2

RIM: 58.04

INV. IN: 52.92 (15")

SSCO-A3

INV. OUT: 48.54 (15")

PROP CB: CB-A4

SSCO-A4 GRATE: 57.92

INV. IN: 53.31 (15") TC 59.10

INV. IN: 53.31 (15") BC 58.60 TC 59.25 INV. OUT: 53.31 (15")

BC 58.75

PROP CB: CB-A6 PROP CB: CB-A5

GRATE: 59.61 GRATE: 56.25

INV. IN: 54.61 (15") TC 59.50 INV. IN: 53.59 (15") PROP MH: MH-A3 INV. OUT: 54.61 (15") G 59.42 BC 59.00 INV. OUT: 53.59 (15") RIM: 58.02 G 59.49 G 58.18 INV. IN: 53.22 (15") INV. IN: 53.22 (15") TC 58.95 INV. OUT: 53.22 (15") BC 58.20 PROP SDCO: SDCO-A9 TC 59.17 TC 60.85 BC 58.67 TC 59.00 RIM: 58.11 BC 60.35 BC 58.25

INV. OUT: 53.25 (15") SSCO-A8

SSCO-A7

SSCO-A5 SSCO-A6

SSCO-A11

SSCO-A10

SSCO-A9

58

TC 60.38

BC 59.88

PROP CB: CB-A8 PROP CB: CB-A7 GRATE: 56.73 GRATE: 59.25 INV. OUT: 53.78 (15")

INV. OUT: 55.03 (15")

REMIALCSID

PROJECT No.: DRAWN BY: CHECKED BY: DATE:

CAD I.D.:

PROJECT:

FOR

GNIDARG

104

- C

:TUOYAL>-----1

-

PSF

-

00.720022AED\65631_HSILBUPCA\PMET\2202D3C\2202\RELHOB\ATADMARGORP\:C

BS

REVISIONS

DRAWN BY REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. DEA220027.00 SLB STF 12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

ESOPRUP

YNA

ROF

DESU

RO

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EB

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DNA

YRATEIRPORP

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SIHT

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DNA NGISED

,NOITAMROFNI

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DNA DENGIS

,DEVORPPA

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GRADING

PLAN

C-401

20 10 5 0 20 1"=20' STORM DRAIN MANHOLE SCHEDULE MH NO. RIM ELV. DIA. DEPTH INV. IN INV. OUT MH-A2 58.04' 48" 9.50' 52.92' (SD-A2) 48.54' (SD-A1)

53.22' (SD-A3)

MH-A3 58.02' 48" 4.79' 53.22' (SD-A2) 53.22' (SD-A7)

STORM DRAIN CATCH BASIN SCHEDULE

CB NO. INLET BOX GRATE EL. INV. IN INV. OUT

CB-A1 MRDD- 130764..0213 57.16' 4 4 47 5 7. . 9 9 .91 0 1' ' ( ( 'S E (D X S . - DA 3 1 6 -A) " R 1 C ) P) 45.90' (EX. 36" RCP)

53.31' (SD-A4)

CB-A4 MD 374.23 57.92' 53.31 (SD-A3)

53.31' (SD-A8)

CB-A5 MD 374.23 56.25' 53.59' (SD-A5) 53.59 (SD-A4)

CB-A6 MD 374.23 59.61' 54.61' (SD-A6) 54.61 (SD-A5)

CB-A7 MD 374.23 59.25' 55.03 (SD-A6)

CB-A8 MD 374.23 56.73' 53.78 (SD-A8)

STORM DRAIN PIPE SCHEDULE

PIPE SLOPE FROM TO PIPE NO. SIZE PIPE TYPE

LENGTH (%) INV INV

SD-A1 15" HDPE 126.38' 0.50% 48.54' 47.91'

SD-A2 15" HDPE 60.15' 0.50% 53.22' 52.92'

SD-A3 15" HDPE 17.07' 0.50% 53.31' 53.22'

SD-A4 15" HDPE 56.44' 0.50% 53.59' 53.31'

SD-A5 15" HDPE 203.55' 0.50% 54.61' 53.59'

SD-A6 15" HDPE 84.79' 0.50% 55.03' 54.61'

SD-A7 15" HDPE 5.00' 0.50% 53.25' 53.22'

SD-A8 15" HDPE 94.10' 0.50% 53.78' 53.31'

SANITARY SEWER PIPE SCHEDULE

PIPE SLOPE FROM TO

PIPE NO. SIZE PIPE TYPE

LENGTH (%) INV. INV.

SANITARY SEWER

SS-A1 8" SDR-35 7.64' 6.50% 46.06' 45.56'

CLEANOUT SCHEDULE

SS-A2 8" SDR-35 33.75' 6.65% 48.30' 46.06'

SS-A3 8" SDR-35 49.98' 2.00% 49.30' 48.30'

C/O NO. RIM EL. INV.

SS-A4 8" SDR-35 33.96' 2.00% 49.98' 49.30'

SSCO-A1 57.44' 46.06'

SS-A5 6" SDR-35 50.00' 2.00% 50.98' 49.98'

SSCO-A2 58.42' 48.30'

SS-A6 6" SDR-35 64.06' 2.49% 52.58' 50.98'

SSCO-A3 58.06' 49.30'

SS-A7 6" SDR-35 75.00' 2.49% 54.45' 52.58'

SSCO-A4 58.36' 49.98'

SS-A8 6" SDR-35 9.75' 10.20% 55.45' 54.45'

SSCO-A5 57.32' 50.98'

SS-A9 6" SDR-35 3.25' 3.00% 55.71' 55.61'

SSCO-A6 58.13' 52.58'

SS-A10 6" SDR-35 5.00' 5.80% 56.00' 55.71'

SSCO-A7 59.82' 54.45'

SS-A11 4" SDR-35 10.34' 2.00% 54.66' 54.45'

SSCO-A8 60.73' 55.71'

SS-A12 4" SDR-35 16.38' 2.00% 54.98' 54.66'

SSCO-A9 60.08' 54.66'

SS-A13 4" SDR-35 4.00' 5.40% 55.20' 54.98'

SSCO-A10 60.89' 54.98'

SS-A14 6" SDR-35 8.00' 2.00% 51.14' 50.98'

SSCO-A11 57.47' 51.14'

DAOR

ELLIVERTNEC

L A S E R D R I V E

APN 1803125588

PROP. TACO BELL

ENDEAVOR 2.0 MED - 40 (2,235± SF)

HEIGHT = 23 FT FFE = 61.00'

PARCEL 98

N/F LANDS OF

COURSEVALL, LLC

P.B. SM 46, FOLIO 27 A-B

W W W W W W W

PROP. TREELINE

APN 1803035255

W

W

PROP. 20'

UTILITY EASEMENT

D

O

L

TP

DOL

DOL

DOL

LOD

LOD

L O D D O L

L O

D D O

L

L O D D O

L

L O D D O

L

L

O

D D O

L

L O

D D

O

L

L O

D D

O L

L

O D D O

L

L

O D

LOD

L

O D

L

O

D

LOD

L O D

LOD

LOD DOL

LOD

LO D D OL LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

D O L D O L

D

O L

PROP. 8.4' X 102'

TEMPORARY D CONSTRUCTION EASEMENT O L (857± SF)

LOD

D

O

L

L

O

D D

O

L

L O

D

D

O

L L O D

UGET&C UGET&C UGET&C UGET&C UGET&C UGET&C

D O L

T & C L O D

E

G

U

D O L DOL DOL ST T O E C M K P P O IL R E A A R R Y EA

C DOL MAX. HEIGHT = 10' L & MAX SIDE SLOPE = 2:1 O

G

E T DOL D

U DOL

DOL

DOL

L

O DOL D DOL

DOL DOL DOL DOL DOL DOL DOL

DOL DOL DOL DOL

C&TEGU

C&TEGU

TP

E

E

E G

G

E APPROXIMATE LOCATION OF PROPANE TANK. VERIFY LOCATION AND SIZE

E E OF TANK AND SERVICE LINE

WITH MEP

E E

E

E E E E

S

S

S

S S S S S

S

S

E

W

3 8 N A D D

A 8 N 3 S

S

S

S

S

S

SS-A10

SL

4A-SS

5A-SS

2 A S-

S

3 A

S-

S

SS-A8

SS-A14

SS-A11

8A-DS

2A-DS

S-3

0+00 1

A S-

S

1

A D-

S

D-3

0+05 SD-A4 SD-A3 SD-A5 D-4 57 0+00 SD-A7 60

58 0

6 S-1 58

60 0+00 0+08 SS-A7 SS-A6

D- A 6 3+40.96 0 +00 S S S S S-6 S S-4 S-2 58 SS-A12

0+30.72 W-1 SS-A13 S-5

W-2

W-6

D-1

W-3

60

W-5 W-7 W-5

W-4

60 8 5

59 D-2 57

61 58 57 56 00+1 0 0 + 0 0 5 + 0 0 5 + 0 0 0 + 1 1+50 3+00 4+00 2+00 2+50 2+00 3+00 0 0 + 5 5+48.38 05+1 57 58 59 2+50 3+50 5 4+50 9 0+00 0 6 0+50 0+94.10 60 5 5 59 6 5 7 5 55 95

PROP CB: CB-A1

RIM: 57.16

INV. IN: 47.91 (15")

EX. INV. IN: 45.90 (36")

EX. INV. OUT: 45.90 (36")

D-2

CONNECT TO EX. SAN

AT ELEV. 45.56'

SSCO-A1

SSCO-A2

PROP MH: MH-A2

RIM: 58.04

INV. IN: 52.92 (15")

SSCO-A3 INV. OUT: 48.54 (15")

PROP CB: CB-A4

SSCO-A4 GRATE: 57.92

INV. IN: 53.31 (15")

INV. IN: 53.31 (15")

INV. OUT: 53.31 (15")

PROP CB: CB-A6 PROP CB: CB-A5

GRATE: 59.61 GRATE: 56.25

INV. IN: 54.61 (15") INV. IN: 53.59 (15") PROP MH: MH-A3 INV. OUT: 54.61 (15") INV. OUT: 53.59 (15") RIM: 58.02 INV. IN: 53.22 (15") D-2 INV. IN: 53.22 (15") INV. OUT: 53.22 (15") PROP SDCO: SDCO-A9 RIM: 58.11

INV. OUT: 53.25 (15") SSCO-A8

SSCO-A7 SSCO-A5

SSCO-A6

SSCO-A11

SSCO-A10

SSCO-A9

58

DU-1

DU-1

DU-3

PROP CB: CB-A8 PROP CB: CB-A7 GRATE: 56.73

DU-2 GRATE: 59.25 INV. OUT: 53.78 (15")

INV. OUT: 55.03 (15")

REMIALCSID

PROJECT No.: DRAWN BY: CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

YTILITU

105

- C

:TUOYAL>-----1

-

PSF

-

00.720022AED\65631_HSILBUPCA\PMET\2202D3C\2202\RELHOB\ATADMARGORP\:C

BS

REVISIONS

DRAWN BY REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. DEA220027.00 SLB STF 12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98 CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

ESOPRUP

YNA

ROF

DESU

RO

DEIPOC

EB

TON

LLAHS

DNA YRATEIRPORP

ERA

NALP

SIHT

FO

TNETNOC

DNA NGISED

,NOITAMROFNI

EHT

SESOPRUP

NOITCURTSNOC

ROF

DEZILITU

EB

LLAHS

SNALP

DELAES

DNA DENGIS

,DEVORPPA

YLNO

.RELHOB

MORF

NOITAZIROHTUA

RELHOB©

STORM SEWER CONSTRUCTION NOTES

INSTALL PROPOSED STORM DRAIN PIPE (TYP.). SEE STORM DRAIN SCHEDULE ON THIS SHEET D-1 FOR PIPE SIZES, MATERIALS, AND INVERTS.

INSTALL PROPOSED STORM DRAIN CATCH BASIN (TYP.). SEE CATCH BASIN SCHEDULE ON THIS D-2 SHEET FOR TYPE, SIZES, GRATE, AND INVERTS. REFERENCE DETAIL ON SHEET C-902.

INSTALL PROPOSED STORM DRAIN MANHOLE (TYP.). SEE MANHOLE SCHEDULE ON THIS SHEET D-3 AND DETAIL ON SHEET C-902 FOR MORE INFORMATION.

PROPOSED STORM DRAIN STUB FOR FUTURE CONNECTION AND USE. CONTRACTOR TO PLUG

D-4

PIPE WITH PIPE TIGHT SEAL.

SANITARY SEWER CONSTRUCTION NOTES

INSTALL PRE-CAST 1,000 GAL. GREASE INTERCEPTOR. SEE DETAIL ON SHEET C-902 FOR MORE S-1 INFORMATION.

INSTALL SANITARY LATERAL WITH CLEANOUTS SHOWN AT LOCATIONS HEREON (TYP.). SEE S-2 SANITARY SEWER SCHEDULE ON THIS SHEET FOR PIPE SIZES, MATERIALS, AND INVERTS.

CONNECT PROPOSED SANITARY SEWER TO EXISTING LINE PER TOWN OF CENTREVILLE S-3 REGULATIONS.

CONNECT PROPOSED SEWER TO BUILDING. SEE BUILDING PLUMBING DRAWINGS FOR TIE-IN S-4 LOCATIONS AT BUILDING PRIOR TO CONSTRUCTION. CONTRACTOR MUST INSTALL PLUMBING FOR SANITARY SEWER IN ACCORDANCE WITH SECTION 715 OF THE IPC.

INSTALL PROPOSED SANITARY CLEANOUT (TYP.). SEE DETAIL ON SHEET C-902 FOR MORE S-5 INFORMATION.

PROPOSED SANITARY SEWER STUB FOR FUTURE CONNECTION AND USE. CONTRACTOR TO

S-6

INSTALL CLEANOUT AND CAP OPEN END OF PIPE STUB.

DOMESTIC WATER CONSTRUCTION NOTES

CONNECT WATER LINE TO BUILDING. SEE ARCHITECTURAL/MEP PLANS FOR ADDITIONAL W-1 INFORMATION. CONTRACTOR TO CONFIRM LOCATION AND CONNECTION PRIOR TO CONSTRUCTION.

INSTALL 1" TAP FOR IRRIGATION LINE (BY OTHERS). CONTRACTOR TO PROVIDE ADD ALTERNATE

W-2

TO INSTALL IRRIGATION TO PERVIOUS AREAS, INCLUDING SEPARATE METER.

PROPOSED 90° PIPE BEND. CONTRACTOR TO UTILIZE TWO (2) 45° FITTINGS OR BEND PIPE PER W-3 MANUFACTURER SPECIFICATION, AS NECESSARY.

DEFLECT WATER LINE AROUND OTHER INSTALLED UTILITIES TO MAINTAIN MIN. OF 18"

W-4

CLEARANCE AND 42" OF COVER (TYP.).

INSTALL 2" DOMESTIC WATER SERVICE AND METER, AND CAP PER PROVIDER SPECIFICATIONS.

W-5

SEE DETAIL ON SHEET C-902 FOR MORE INFORMATION.

INSTALL BACKFLOW PREVENTER. SEE ARCHITECTURAL/MEP PLANS FOR ADDITIONAL

W-6 INFORMATION.

CONNECT PROPOSED WATER LINE TO EXISTING 12" WATER LINE PER TOWN OF CENTREVILLE W-7 REGULATIONS.

UNDERGROUND DRY UTILITY

CONSTRUCTION NOTES

PROPOSED ELECTRIC AND COMMUNICATION LINES TO BE INSTALLED PER PROVIDER DU-1 SPECIFICATIONS. GC TO CONTACT UTILITY PROVIDER FOR FINAL DESIGN.

GC TO CONNECT ELECTRIC AND COMMUNICATION SERVICES TO EXISTING UTILITY POLE PER DU-2 PROVIDER SPECIFICATIONS. CONTACT UTILITY PROVIDER PRIOR TO CONSTRUCTION. SEE MEP PLANS FOR SERVICE REQUIREMENTS.

APPROXIMATE LOCATION OF PROPOSED TRANSFORMER. GC TO VERIFY LOCATION AND DESIGN DU-3 WITH MEP AND SERVICE PROVIDER.

UTILITY NOTES:

1. DRY UTILITIES TO BE SIZED BY PROVIDER DURING FINAL ENGINEERING STAGES.

2. ALL HDPE PIPE TO BE ADS N-12 WT, OR

APPROVED EQUAL. REFERENCE SHEET

C-903 FOR STANDARDS AND SPECIFICATIONS.

TEST PIT NOTE

TP

CONTRACTOR TO TEST PIT FOR

EXACT LOCATION OF EXISTING UTILITY AND SUBMIT ANY

DISCREPANCIES TO BOHLER IN

WRITING, PRIOR TO BIDDING AND

CONSTRUCTION.

20 10 5 0 20 1"=20'

UTILITY PLAN

C-501

68 68 67 67 66 66 65 65 64 64 63 63

PROP. GRADE

62 62 61 61 60 60 59 59 58 58 57 57 56 56 55 55 54 54 53 53 52 52 51 51 50 50 49 49

PROP. SANITARY PROFILE - BUILDING TO CO-A7

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

00+0 )'73.5(

TGH

;TUONAELC

.PORP 28.95

MIR

)"6( 54.45

NI

VNI

)"4( 54.45

NI

VNI

)"6( 54.45

TUO

VNI

43.01+0 )'24.5(

TGH

;TUONAELC

.PORP 80.06

MIR

)"4( 66.45

NI

VNI

)"4( 66.45

TUO

VNI

27.62+0 )'09.5(

TGH

;TUONAELC

.PORP 98.06

MIR

)"4( 89.45

NI

VNI

)"4( 89.45

TUO

VNI

SAN

SSCO-A10

SAN

SAN SSCO-A9

SSCO-A7 BUILDING FFE = 61.00

4.00' -

4" SAN SDR-35

@ 5.40%

SS-A11 16.38' - SS-A13

10.34' - 4" SAN SDR-35

4" SAN SDR-35 @ 2.00%

@ 2.00% SS-A12

PROP. CONNECTION TO

BUILDING AT INV. 55.20+/-.

CONTRACTOR TO VERIFY

LOCATION AND INVERT

PRIOR TO CONSTRUCTION

WITH MEP AND BOHLER.

0+00 0+50 60 60 59 59 58 58 57 57 56 56 55 55 54 54 53 53 52 52

SS-A14

51 51 50 50 49 49 48 48

PROP. SANITARY PROFILE - CO-A11 TO CO-A5

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

00+0 )'43.6(

TGH

;TUONAELC

.PORP

23.75

MIR

)"6( 89.05

NI

VNI

)"6( 89.05

NI

VNI

)"6( 89.05

TUO

VNI

SAN

SSCO-A5

8.00' -

6" SAN SDR-35

@ 2.00% 0+00 0+50 80+0 )'33.6(

TGH

;TUONAELC

.PORP

74.75

MIR

)"6( 41.15

TUO

VNI

67 67 66 66 65 65 64 64 63 63 62 62 61 61 60 60

PROP. GRADE

59 59

SS-A9

3.25' -

58 6" SAN SDR-35 58

@ 3.00% 9.75' -

6" SAN SDR-35 SS-A10

57 57 @ 10.20% 5.00' -

6" SAN SDR-35

SS-A8

@ 5.80% 56 56 55 75.00' - 55

6" SAN SDR-35

@ 2.49%

54 64.06' - SS-A7 54

6" SAN SDR-35

@ 2.49%

SS-A6

53 53 50.00' -

6" SAN SDR-35

52 33.96' - @ 2.00% 52

8" SAN SDR-35

@ 2.00% SS-A5

51 51 49.98' -

8" SAN SDR-35

@ 2.00% SS-A4

50 50

SS-A3

49 33.75' - 49

8" SAN SDR-35

@ 6.65% 48 48

7.64' - SS-A2

8" SAN SDR-35

47 @ 6.50% 47

SS-A1

46 46 45 45 44 44 43 43 42 42 41 41

SAN

SSCO-A11

PROP. SANITARY PROFILE - BUILDING TO EX. MAIN

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

46.70+0 )'93.11(

TGH

;TUONAELC

.PORP 44.75

MIR

)"8( 60.64

NI

VNI

)"8( 60.64

TUO

VNI

83.14+0 )'21.01(

TGH

;TUONAELC

.PORP 24.85

MIR

)"8( 03.84

NI

VNI

)"8( 03.84

TUO

VNI

63.19+0 )'57.8(

TGH

;TUONAELC

.PORP 60.85

MIR

)"8( 03.94

NI

VNI

)"8( 03.94

TUO

VNI

23.52+1 )'83.8(

TGH

;TUONAELC

.PORP 63.85

MIR

)"6( 89.94

NI

VNI

)"8( 89.94

TUO

VNI

23.57+1 )'43.6(

TGH

;TUONAELC

.PORP 23.75

MIR

)"6( 89.05

NI

VNI

)"6( 89.05

NI

VNI

)"6( 89.05

TUO

VNI

83.93+2 )'65.5(

TGH

;TUONAELC

.PORP 31.85

MIR

)"6( 85.25

NI

VNI

)"6( 85.25

TUO

VNI

83.41+3 )'73.5(

TGH

;TUONAELC

.PORP 28.95

MIR

)"6( 54.45

NI

VNI

)"4( 54.45

NI

VNI

)"6( 54.45

TUO

VNI

69.53+3 )'20.5(

TGH

;TUONAELC

.PORP 37.06

MIR

)"6( 17.55

NI

VNI

)"6( 17.55

TUO

VNI

E

N

LI

Y T

R

E

P

O

R P

SAN

SSCO-A8

SAN

SSCO-A7 BUILDING FFE = 61.00

SAN SAN

SSCO-A2 SAN SSCO-A4 SAN

SSCO-A3 SSCO-A6

SAN SAN

SSCO-A1

SSCO-A5

TP

PROP. CONNECTION TO

BUILDING AT INV. 56.00+/-.

CONTRACTOR TO VERIFY

LOCATION AND INVERT

PRIOR TO CONSTRUCTION

WITH MEP AND BOHLER.

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 51.25+1

)3A-DS(

GNI-X

MTS

"51 PORP 81.35

VNI

BTM STM 53.36'

TOP SAN 51.80'

BTM STM 53.18' CLEAR: 1.56'

TOP SAN 51.03'

CLEAR: 2.15'

93.78+1

)8A-DS(

GNI-X

MTS

"51 PORP 63.35

VNI

PROP. 1,000 GAL. GREASE

TRAP. REFERENCE DETAIL

ON SHEET C-902.

INV. IN: 55.61

INV. OUT: 55.45

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SELIFORP

205-C

:TUOYAL>-----1

-

LTUP

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

ESOPRUP

YNA

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TON

LLAHS

DNA

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SIHT

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TNETNOC

DNA NGISED

,NOITAMROFNI

EHT

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DEZILITU

EB

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SNALP

DELAES

DNA

DENGIS

,DEVORPPA

YLNO

.RELHOB

MORF

NOITAZIROHTUA

RELHOB©

SANITARY

SEWER

TEST PIT NOTE

PROFILES

TP

CONTRACTOR TO TEST PIT FOR

EXACT LOCATION OF EXISTING

UTILITY AND SUBMIT ANY

DISCREPANCIES TO BOHLER IN C-502

WRITING, PRIOR TO BIDDING AND

CONSTRUCTION.

20 10 5 0 20 1"=20' 67

E

66 N

LI

Y

T

65 R

E

P

O

R

64 P

63 62

STM

61 CB-A6

TP

60

PROP. GRADE STM STM

MH-A3

CB-A4

59 58

STM

CB-A5

57

17.07' - 15" HDPE @ 0.50%

56

203.55' - 15" HDPE @ 0.50%

55 56.44' - 15" HDPE @ 0.50% SD-A5

60.15' - 15" HDPE @ 0.50%

SD-A4

54

SD-A3

SD-A2

53 52 51 50

126.38' - 15" HDPE @ 0.50%

49 SD-A1

48 47 46 45 44 43 42 41 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

PROP. STORM PROFILE - CB-A7 TO CB-A1

35.19+1

)5A-SS(

GNI-X

NAS

"6 PORP 05.05

VNI

STM

MH-A2

00+0 )'62.11(

TGH

;TELNI

OBMOC

PORP

61.75

:MIR

1A-DS

)"51( 19.74

:NI

VNI

83.62+1 )'05.9(

TGH

;HM

PORP

40.85

:MIR

2A-DS

)"51( 29.25

:NI

VNI

1A-DS

)"51( 45.84

:TUO

VNI

35.68+1 )'97.4(

TGH

;HM

PORP

20.85

:MIR

3A-DS

)"51( 22.35

:NI

VNI

7A-DS

)"51( 22.35

:NI

VNI

2A-DS

)"51( 22.35

:TUO

VNI

06.30+2 )'16.4(

TGH

;TELNI

OBMOC

PORP

29.75

:MIR

4A-DS

)"51( 13.35

:NI

VNI

8A-DS

)"51( 13.35

:NI

VNI

3A-DS

)"51( 13.35

:TUO

VNI

40.06+2 )'66.2(

TGH

;TELNI

OBMOC

PORP

52.65

:MIR

5A-DS

)"51( 95.35

:NI

VNI

4A-DS

)"51( 95.35

:TUO

VNI

95.36+4 )'00.5(

TGH

;TELNI

OBMOC

PORP

16.95

:MIR

6A-DS

)"51( 16.45

:NI

VNI

5A-DS

)"51( 16.45

:TUO

VNI

TP

STM

CB-A1

BTM STM 53.18'

TOP SAN 51.03'

CLEAR: 2.15'

BTM STM 48.02'

TOP SAN 46.41'

CLEAR: 1.61'

PROP. STORM PROFILE - CB-A7 TO CB-A1

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SELIFORP

305-C

:TUOYAL>-----1

-

LTUP

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

ESOPRUP

YNA

ROF

DESU

RO

DEIPOC

EB

TON

LLAHS

DNA

YRATEIRPORP

ERA

NALP

SIHT

FO

TNETNOC

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NGISED

,NOITAMROFNI

EHT

SESOPRUP

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DEZILITU

EB

LLAHS

SNALP

DELAES

DNA

DENGIS

,DEVORPPA

YLNO

.RELHOB

MORF

NOITAZIROHTUA

RELHOB©

STORM

DRAIN

PROFILES

C-503

20 10 5 0 20 1"=20' 00+4 -

ENILHCTAM

TEST PIT NOTE

TP

CONTRACTOR TO TEST PIT FOR

EXACT LOCATION OF EXISTING

UTILITY AND SUBMIT ANY

DISCREPANCIES TO BOHLER IN

WRITING, PRIOR TO BIDDING AND

CONSTRUCTION.

61 61 60 60 59 59 58 58 57 57 56 56

5.00' - 15" HDPE @ 0.50%

SD-A7

55 55 54 54 53 53 52 52 51 51 50 50 49 49 48 48 47 47 46 46 0+00 0+50

PROP. STORM PROFILE - STUB TO MH-A3

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

00+0 )'97.4(

TGH

;HM

PORP

20.85

:MIR

3A-DS

)"51( 22.35

:NI VNI

7A-DS

)"51( 22.35

:NI VNI

2A-DS

)"51( 22.35

:TUO

VNI

STM

MH-A3

50+0

TUONAELC

.PORP

11.85

MIR

3A-HM

)"51( 52.35

TUO

VNI

61 61 60 60 59 59

PROP. GRADE

58 58 57 57 56 56

55 94.10' - 15" HDPE @ 0.50% 55

SD-A8

54 54 53 53 52 52 51 51 50 50 49 49 48 48 47 47 46 46 0+00 0+50 1+00

PROP. STORM PROFILE - CB-A8 TO CB-A4

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

71.32+0

)6A-SS(

GNI-X

NAS

"6 PORP 72.15

VNI

STM

CB-A4

STM

CB-A8

BTM STM 53.36'

TOP SAN 51.80'

CLEAR: 1.56'

00+0 )'16.4(

TGH

;TELNI

OBMOC

PORP

29.75

:MIR

4A-DS

)"51( 13.35

:NI

VNI

8A-DS

)"51( 13.35

:NI

VNI

3A-DS

)"51( 13.35

:TUO

VNI

01.49+0 )'59.2(

TGH

;TELNI

OBMOC

PORP

37.65

:MIR

8A-DS

)"51( 87.35

:TUO

VNI

67 66 65 64 63 62

STM 61

CB-A6 STM

CB-A7

60 59 58 57

84.79' - 15" HDPE @ 0.50%

56

203.55' - 15" HDPE @ 0.50% SD-A6

55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 4+00 4+50 5+00 5+50 95.36+4 )'00.5(

TGH

;TELNI

OBMOC

PORP

16.95

:MIR

6A-DS

)"51( 16.45

:NI

VNI

5A-DS

)"51( 16.45

:TUO

VNI

.NIM

"81

RAELC

43+5

GNI-X

RETAW

"5.1

PORP

70.35

VNI

83.84+5 )'22.4(

TGH

;TELNI

OBMOC

PORP

52.95

:MIR

6A-DS

)"51( 30.55

:TUO

VNI

PROP. STORM PROFILE - CB-A7 TO CB-A1

SCALE: 1"= 20 ' HORIZONTAL

1"= 2 ' VERTICAL

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SELIFORP

405-C

:TUOYAL>-----1

- LTUP

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

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STORM

DRAIN

PROFILES

C-504

20 10 5 0 20 1"=20' 00+4 -

ENILHCTAM

TEST PIT NOTE

TP

CONTRACTOR TO TEST PIT FOR

EXACT LOCATION OF EXISTING

UTILITY AND SUBMIT ANY

DISCREPANCIES TO BOHLER IN

WRITING, PRIOR TO BIDDING AND

CONSTRUCTION.

DAOR

ELLIVERTNEC

L A S E R D R I V E

33

F

E

33 37 10 33

A B

C

D

A

H

PROP. TACO BELL

ENDEAVOR 2.0

MED - 40 (2,235± SF)

HEIGHT = 23 FT

FFE = 61.00'

N/F LANDS OF

COURSEVALL, LLC

P.B. SM 46, FOLIO 27 A-B

W W W W W W W

H

G PROP. TREELINE

10 H G

10 10 33

W

W

PROP. 20'

UTILITY EASEMENT

D O

L

TP

DOL

DOL

DOL

LOD

LOD

L

O D D O L

L O

D D O L

L O D D O L

L O

D D O

L

L

O

D D

O

L

L

O D D

O

L

L

O

D D

O L

L

O D D O

L

L

O D

LOD

L

O

D

L

O

D

LOD

L O D

LOD

LOD

DOL

LOD

LO D D OL FL - 18 LOD FL - L 1 O 8 D L O FL D - 18 LOD FL - 18 LOD FL - 1 L 8 OD L F O L D - 18 LOD L F O L D - 18 LOD FL - 18 LOD FL - 1 L 8 OD F L L O - D 18 LOD FL - 18 LOD LOD L O F D L - 18 LOD FL - 18 LOD LO F D L - 18 LOD

D O L D O L

D O L

D O L

LOD

D

O L

L

O

D D

O

L

L O

D

D

O

L L O D

D O

L

L O D

D O L DOL DOL

DOL L O

DOL D

DOL DOL

DOL

L

O DOL D

DOL DOL DOL DOL DOL DOL DOL DOL

DOL DOL DOL DOL

81 -

LF

81 -

LF

81

- LF

81 - LF

8 1

L

-

F

8 1

L

-

F

8 1

L - F

8 1

L

-

F

8 1

L

-

F

8 1

L - F

8 1

L

-

F

E G D RI

PROP. 8.4' X 102'

TEMPORARY

CONSTRUCTION EASEMENT (857± SF)

E

G

D

RI

SF SF SF SF SF

SF

FS FS FS FS FS

FS

FL-18

FL-18

SIP

SIP SIP

UGET&C UGET&C UGET&C UGET&C UGET&C UGET&C

SIP

C & E T SIP

G

U

TEMPORARY STOCKPILE AREA

MAX. HEIGHT = 10' C & MAX SIDE SLOPE = 2:1

E T FL-18 G

U

FL-18

C&TEGU

C&TEGU

TP

8 1

L

-

F

8 1

- L F

FL - 18

FL - 18

FL - 18

FL - 18

8 1

- L F

FL - 18

FL - 18

FL - 18 FL - 18 FL - 18

FL - 18 FL - 18

E

E

E G

G

E

E E

E

E

E

E E E E

S

S

S

S S S S S

S

S

E

W

3 8 N A D D

A 8

N 3

S

S

S

S

S

S

57 58 59 5 57 9 60 58 0 6 58 60

S S S S

58

SL

0 6 60 60 8 5 59 57 61 60 5 5 59 58 6 5 57 7 56 5 55 95 58

REMIALCSID

PROJECT No.:

DRAWN BY: CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

CSE

106

- C

:TUOYAL>-----1

-

PSF

-

00.720022AED\65631_HSILBUPCA\PMET\2202D3C\2202\RELHOB\ATADMARGORP\:C

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE. DEA220027.00

SLB STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98 CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

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DNA DENGIS

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NOITAZIROHTUA

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EROSION AND SEDIMENT CONTROL NOTES:

1. APPLICANT/DEVELOPER: ABTB MID-ATLANTIC, LLC

245 AMITY ROAD, SUITE 200

WOODBRIDGE, CT 06525

CONTACT: DAVID PANELLA

PHONE: (860) 424-6104

2. OWNER: COURSEVALL, LLC

8601 LASALLE ROAD, SUITE 205

TOWSON, MD 21286

CONTACT: DAVIS C. EMORY

PHONE: (410) 218-0480

3. AREA BREAKDOWN:

PROP. BUILDING (FOOTPRINT AREA): 0.05±AC 5%

PROPOSED PARKING/PAVING: 0.51±AC 46% PROPOSED OPEN AREA: 0.56±AC 56%

GROSS ACREAGE: 1.12± AC 100%

4. LIMIT OF DISTURBANCE = 0.98± AC

5. TOTAL PROPOSED IMPERVIOUS COVERAGE WITHIN LOD = 0.56± AC

6. DRAINAGE AREA OF 0.98± AC FLOWS TO OFFSITE BMP.

7. NO EARTH DISTURBING ACTIVITIES SHALL BE DONE OUTSIDE OF THE LIMITS OF DISTURBANCE.

SOILS NOTE

ALL SOILS ON SITE CONSIST OF IgB - INGLESIDE SANDY LOAM, 2 TO 5 PERCENT SLOPES, HSG A. INFORMATION OBTAINED VIA USDA SOILS DATA.

LEGEND

ACCESS DRIVE TO BE CLEARED STANDARD INLET PROTECTION SIP

OF ANY SEDIMENT LADEN DEBRIS

AT THE END OF EACH DAY WHEN

CONSTRUCTION RELATED

ACTIVITIES HAVE TAKEN PLACE.

FILTER LOG FL - 18

LIMIT OF DISTURBANCE LOD

SEQUENCE OF CONSTRUCTION

OBTAIN ALL REQUIRED PERMITS. DELINEATE THE LIMIT OF DISTURBANCE

PRIOR TO THE PRE-CONSTRUCTION MEETING. ALL AREAS WHICH ARE TO BE

DISTURBED SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO

CONSTRUCTION. FOLLOWING INITIAL DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN:

1 1 DAY

a. THREE CALENDAR DAYS ON ALL PERIMETER CONTROLS AND SLOPES

GREATER THAN THREE TO ONE;

b. AND 7 CALENDAR DAYS ON ALL OTHER DISTURBED AREAS ON THE SITE.

CONTACT THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) AT

ACCESS DRIVE TO BE CLEARED (410) 901-4020, AND THE QUEEN ANNE COUNTY SOIL CONSERVATION OF ANY SEDIMENT LADEN DEBRIS 2 DISTRICT AT (410) 758-3136 TWO WEEKS PRIOR TO THE START OF 1 DAY AT THE END OF EACH DAY WHEN CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW CONSTRUCTION RELATED PLANS AND BECOME FAMILIAR WITH ALL PERMITS.

ACTIVITIES HAVE TAKEN PLACE. 3 CONTACT MISS UTILITY PRIOR TO ANY LAND DISTURBING ACTIVITY 7 DAYS

CONTRACTOR TO TEST PIT FOR EXACT LOCATION AND DEPTH OF EXISTING

4 UTILITIES PRIOR TO STRUCTURE FABRICATION. CONTRACTOR TO NOTIFY 3 DAYS BOHLER IN WRITING WITH ANY DISCREPANCIES.

THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO CLEARING 5 TREES, INSTALLATION OF ANY SEDIMENT CONTROL DEVICES, 7 DAYS CONSTRUCTION OR ANY OTHER LAND DISTURBANCE ACTIVITIES.

INSTALL PERIMETER CONTROLS: FILTER LOG, TREE PROTECTION, AND INLET PROTECTION AS SHOWN ON THE PLAN. CONTACT INSPECTOR FOR 6 3 DAYS INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO COMMENCING FURTHER SITE CONSTRUCTION. CLEAR AREA FOR TEMPORARY STOCKPILE AND STAGING AREAS AND WRAP

7 1 DAY

AREAS WITH SILT FENCE AS SHOWN ON THE PLANS. 8 CLEAR AND GRUB ENTIRE SITE AND REMOVE ALL ITEMS TO BE DEMOLISHED. 14 DAYS

BEGIN ROUGH GRADING ON THE SITE. OFFSITE BORROW/HAUL MATERIAL TO

10 BE TAKEN FROM/TO AN APPROVED SITE AS DETERMINED BY A LICENSED 14 DAYS GEOTECHNICAL ENGINEER, AS REQUIRED.

11 BEGIN PREPARATION OF BUILDING PAD. 4 DAYS

12 INSTALL WET AND DRY UTILITIES BEGINNING AT THE DOWNSTREAM END. 14 DAYS 13 UPON COMPLETION OF FILL OPERATIONS, STABILIZE ALL DISTURBED AREAS 7 DAYS

14 BEGIN CONSTRUCTION OF THE BUILDING 80 DAYS

INSTALL ONSITE CONCRETE CURB, PAVEMENT BASE COURSE AND STABILIZE 15 7 DAYS ALL DISTURBED AREAS AS NECESSARY AS SHOWN ON PLANS.

16 FINE GRADE ALL DISTURBED AREAS AND STABILIZE LOD 7 DAYS

18 BEGIN INSTALLATION OF SURFACE PAVING 7 DAYS

19 INSTALL REMAINING SITE FEATURES (SIDEWALK, STRIPING, SIGNAGE, ETC.) 7 DAYS

20 CLEAN SITE OF ALL PAPER AND DEBRIS. 1 DAY

WITH THE APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, REMOVE ALL

21 SEDIMENT CONTROL MEASURES AND VEGETATIVE STABILIZE ALL DISTURBED 7 DAYS AREAS STEPS

10-16 CAN OCCUR CONCURRENTLY. BUILDING CONSTRUCTION

* CANNOT BEGIN UNTIL STONE BASE FOR THE PARKING AREAS HAS BEEN

INSTALLED.

CONTRACTOR SHALL BE PREPARED AND BUDGET FOR EXPECTED WEATHER CONDITIONS DURING CONSTRUCTION AND SHALL TAKE NECESSARY PRECAUTIONS, AND INCLUDE IN CONTRACT PRICE, TO SAFEGUARD THE SITE.

THIS SHALL INCLUDE, BUT IS NOT LIMITED TO: WINTERIZATION OF UTILITY ** SERVICES/CONNECTIONS; WINTERIZATION OF BUILDINGS AND SITE

FEATURES; PROPER ASPHALT/CONCRETE ADDITIVES IN EXTREME

TEMPERATURES; DUST CONTROL IN DROUGHT CONDITIONS; AND

INCREASED/SECURED STABILIZATION AND PERIMETER CONTROLS DURING HEAVY CONSTRUCTION.

20 10 5 0 20 1"=20'

EROSION AND

SEDIMENT

CONTROL PLAN

C-601

S S S

S

S

S

S

S

S

S S

DAOR

ELLIVERTNEC

L A S E R D R I V E

E

W

3 8 D N A D

A N 8 3

S

APN 1803125588

PARCEL 98

N/F LANDS OF

COURSEVALL, LLC

P.B. SM 46, FOLIO 27 A-B

PROP. 25' LANDSCAPE BUFFER

APN 1803035255

LRB

'06

PROP. PYLON SIGN

PROP. TACO BELL

ENDEAVOR 2.0

MED - 40

(2,235± SF)

HEIGHT = 23 FT

FFE = 61.00'

14

W W W W W

60' BRL

30' PARKING

SETBACK

13

W

PROP. 20'

UTILITY EASEMENT

R

E

F F

U

B

E P

A

C

S

D

N

A L

'0

3 .P PROP. 8.4' X 102'

O TEMPORARY R

P CONSTRUCTION EASEMENT

(857± SF)

UGET&C UGET&C UGET&C UGET&C UGET&C

C

&

T E G U

C&TEGU

@4

GTI

LIMIT OF 5

8

MULCHED AREA

60 8 5 0 6 8 5 6 0 59 ^1

ARA

#1 #1 QPH

11 QPH

PXOL

7

PXOL

60 60

7 33.3' ^3 #1 #1 5 8 5 AREA TO BE LIF2 %3 QPH QPH

SODDED VD

#1

5 9 QPH 5 7

%1 %1

ARA AGAB 6 5

%2 1 58

IO QPH

56 5 5 P 2 1 L 5 B 2 A ' U N W L F F T I F D I P N E E R R G O B Y S U A P F R O F D S E E E R D : BUFFERYAR P D R E O : P 2 . 6 T 0 R L E F E E L X IN IS E TING

25' WIDE

WOODED AREA

TO REMAIN

P

T

R

R

O

AS

P

H

. 1

E

1

N

.7

C

5

L

' X

O S

32

U

.

R

88

E

'

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE: CAD I.D.:

PROJECT:

FOR

EPACSDNAL

107 -

C

:TUOYAL>-----2GNIWARD

DEVASNU\23441_HSILBUPCA\PMET\0202D3C\RELHOB\ATADMARGORP\:C

CJ

REVISIONS

REV DATE COMMENT DRAWN BY

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22 FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,12 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

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LOCATION MAP

SCALE: 1" = 2000'

PLAN REFERENCE:

Copyright 2018

GOOGLE EARTH PRO

GENERAL NOTES

1. PURPOSE OF PLAN: THIS PLAN IS THE PRELIMINARY SITE PLAN

FOR THE CONSTRUCTION OF A 2,235± S.F. FAST FOOD

RESTAURANT WITH DRIVE-THRU AND PARKING LOT.

2. TAX PARCEL: MAP - 044E

GRID - 0018

PARCEL - 0098

3. ZONING: PLANNED BUSINESS DISTRICT (PBD)

4. OWNER: TOWN OF CENTREVILLE COMPLIANCE

COURSEVALL LLC

8601 LASALLE ROAD, SUITE 205 CHARTS

TOWSON, MD 21286

CONTACT: DAVIS C. EMORY SOUTHERN PROPERTY LINE: PBD ADJACENT TO R-1

5. DEVELOPER/APPLICANT: REQUIRED:

ABTB MID-ATLANTIC, LLC BUFFERYARD E, 25' WIDE: 4 CANOPY TREES, 5 UNDERSTORY TREES, 11 245 AMITY ROAD, SUITE 200 EVERGREEN/CONIFER TREES, AND 22 SHRUBS PER 100 L.F. WOODBRIDGE, CT 06525 TOTAL LINEAR FEET: 272 (260LF EX TO REMAIN,12LF PROPOSED) CONTACT: DAVID PANELLA PLANTS REQUIRED (12 LF): 1 CANOPY TREES, 1 UNDERSTORY TREES, 2

EVERGREEN/CONIFER TREES, AND 3 SHRUBS

6. DATUM:

HORIZONTAL - NAD 83 PROVIDED:

VERTICAL - NAVD88 260 LF EXISTING 25' WIDE MINIMUM VEGETATED, WOODED BUFFER 12 LF PROPOSED BUFFER PLANTINGS: 8. GROSS ACREAGE: 1.12± ACRES 1 CANOPY TREE 1 UNDERSTORY TREE 9. PRESENT LAND USE: VACANT 2 EVERGREEN TREE

3 SHRUBS

10. PROPOSED LAND USE: COMMERCIAL - FAST FOOD RESTAURANT

WITH DRIVE-THRU SECTION 170: "%" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT

BUFFERYARDS

WESTERN PROPERTY LINE: PBD ADJACENT TO STREET: CENTREVILLE

ROAD

REQUIRED:

BUFFERYARD B, 30' WIDE: 1 CANOPY TREE, 2 UNDERSTORY TREES, AND

4 SHRUBS PER 100 L.F.

TOTAL LINEAR FEET: 132

(EXCLUDES DRIVEWAY OPENINGS WHICH WOULD PRECLUDE PLANTING)

PLANTS REQUIRED: 2 CANOPY TREES, 3 UNDERSTORY TREES, AND 6

SHRUBS

PROVIDED:

2 CANOPY TREES

3 UNDERSTORY TREES

LEGEND 6 SHRUBS

"^" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT

TYPICAL NOTE TEXT PROPOSED NOTE

STREET TREE PLANTING (CENTREVILLE ROAD MD 213)

ONSITE PROPERTY

LINE / R.O.W. LINE

REQUIRED:

120 CONTOUR 1 PLANT UNIT PER 35 L.F.

LINE 121

TOTAL LINEAR FEET: 132

(EXCLUDES DRIVEWAY OPENINGS WHICH WOULD PRECLUDE PLANTING) SPOT TC 516.00 TC 516.00 ELEVATIONS BC 515.50 PLANTS REQUIRED: 4 STREET TREES (MEDIUM OR LARGE PER

SECTION 145-18: CENTREVILLE TREE SPECIES LIST)

SANITARY SEWER S

STREET TREE E.R. McWILLIAMS

LINE

PLANTING PROVIDED:

UNDERGROUND WATER LINE W 4 LARGE STREET TREES

INDUSTRIAL WATER LINE I

UNDERGROUND E "@" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT

ELECTRIC LINE 30 15 7.5 0 30

UNDERGROUND G NOTE: PER THE PLANNING COMMISSION MEETING ON 10/19/2022, PLANNING GAS LINE COMMISSION ALLOWS RELOCATION OF TREES REQUIRED FOR THE ROAD REGISTERED LANDSCAPE ARCHITECT OVERHEAD OH 1"=30' FRONTAGE, FROM THE ROAD FRONTAGE TO OTHER ON-SITE AREAS. MARYLAND LICENSE No. 3697

WIRE PROFESSIONAL CERTIFICATION

INTERIOR PARKING LOT LANDSCAPING

UNDERGROUND T I, ERIC R. McWILLIAMS, HEREBY CERTIFY THAT THESE TELEPHONE LINE DOCUMENTS WERE PREPARED OR APPROVED BY ME,

REQUIRED: AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT

STORM WHERE PARKING LOT IS LOCATED ON SIDE OF BUILDING AND UNDER THE LAWS OF THE STATE OF MARYLAND,

SEWER

PARTIALLY ABUTS THE PUBLIC RIGHT-OF-WAY: 1 TREE PER 7 PARKING LICENSE NO. 3697, EXPIRATION DATE: 9/20/24

TOWN OF

LIMIT OF LOD LOD SPACES DISTURBANCE CENTREVILLE DESIGN TOTAL PARKING: 30 SPACES

STANDARDS P 48:

SAWCUT 30 PS / 7 = 5 TREES REQUIRED

PARKING LOT

CONCRETE CURB & CURB AND GUTTER LANDSCAPING PROVIDED: LANDSCAPE GUTTER

SPILL CURB 5 TREES PROVIDED

NB NB CHESAPEAKE BAY PLAN

CRITICAL AREA (LDA)

"#" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT

TYPICAL LIGHT

TREE CANOPY COVERAGE

TREELINE

REQUIRED:

15% (COMMERCIAL) C-701

VEGETATION

SECTION 145-11: LOT AREA: 48,628 SF

TREE CANOPY 48,628 SF X 15% = 7,295 SF CANOPY COVER REQUIRED

RAILROAD REQUIREMENTS

PROVIDED:

12 LARGE TREES X 1600 SF EA = 19,200 SF

FENCE 4 SMALL TREES X 400 SF EA = 1,600 SF

TOTAL CANOPY COVER PROVIDED: 20,800 SF

REMIALCSID

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REV DATE COMMENT DRAWN BY

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ALWAYS CALL 811

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NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

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12/20/22 FSP - 0

FINAL SITE PLAN

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PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

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SHADE TREES

ARA 2 ACER RUBRUM 'ARMSTRONG' ARMSTRONG COLUMNAR RED MAPLE 2 1/2-3" CAL. B+B GTI 4 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 2 1/2-3" CAL. B+B

2 1/2-3" CAL. /

QPH 6 QUERCUS PHELLOS WILLOW OAK B+B

12-14' 12/22/2022

SUBTOTAL: 12

ORNAMENTAL TREES

AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE' APPLE AGAB 1 20' B+B

'AUTUMN BRILLIANCE' SERVICEBERRY

LAGERSTROEMIA INDICA SINGLE STEM CRAPEMYRTLE 1-1 1/2" CAL. /

LIF2 3 B+B 'FIRECRACKER' 'FIRECRACKER' 8-10'

SUBTOTAL: 4

EVERGREEN TREES

IO 2 ILEX OPACA AMERICAN HOLLY 6-8' B+B

SUBTOTAL: 2

DECIDUOUS SHRUBS

VD 3 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 3-4' B+B

SUBTOTAL: 3

EVERGREEN SHRUBS

PRUNUS LAUROCERASUS 'OTTO PXOL 18 OTTO LUYKEN CHERRY LAUREL 24-30" #3 CAN

LUYKEN'

SUBTOTAL: 18

NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN WILL DICTATE.

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

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REVISIONS

REV DATE COMMENT DRAWN BY

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

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LANDSCAPE SPECIFICATIONS

NOTE: TREE STAKING TO BE REMOVED

1. SCOPE OF WORK: 9. PLANTING AFTER 2 GROWING SEASONS

ONLY TREES WITH ONE MAIN LEADER

THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT

SHALL BE PURCHASED. DO NOT PRUNE

PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.

TREE AT PLANTING UNLESS DIRECTED

TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS TO BY PROJECT LANDSCAPE THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH

ARCHITECT

TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT WRAP TRUNK

2. MATERIALS DO NOT STAKE OR

FOLD BURLAP AWAY FROM TOP OF

A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WRAP TRUNK ROOT BALL REINFORCED RUBBER HOSE (1/2" ONLY TREES WITH ONE MAIN LEADER SHALL BE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING

PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. UNLESS DIRECTED TO BY PROJECT LANDSCAPE PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE ARCHITECT PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING 2" DIA. HARDWOOD STAKES 2/3 TREE HT.

MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. OR TWICE THE WIDTH POORLY DRAINING SOILS. 2 PER TREE SET ROOT BALL FLUSH TO GRADE OR

OF THE ROOT BALL; SEVERAL INCHES HIGHER IN POORLY

WHICHEVER IS 4" BUILT-UP EARTH SAUCER EXISTING GRADE DRAINING SOILS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREES AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED

PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. BROWN DOUBLE SHREDDED 1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE DOUBLE SHREDDED HARDWOOD

TREES 1 PART PEAT MOSS 1 3 PARTS TOPSOIL MULCH

1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL BEFORE PLANTING ADD 3 TO 4"

PART COW MANURE 3

1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PARTS TOPSOIL OF WELL-COMPOSTED LEAVES UNDISTURBED SUBGRADE 4" BUILT-UP EARTH SAUCER OR RECYCLED YARD WASTE TO BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE BED AND TILL INTO TOP 6" OF LEAVES OR RECYCLED YARD WASTE TO BED AND TILL

BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. PREPARED SOIL. INTO TOP 6" OF PREPARED SOIL.

DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE UNDISTURBED 4-6" DEEPER THAN ROOT BALL E. FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF REMOVE THE TOP 1/3 OF THE WIRE BASKET IF 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 PRESENT. ANY AND ALL TWINE SHALL BE REMOVED 12" PRESENT. ANY AND ALL TWINE SHALL BE REMOVED BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL

WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. WITH TAMPED SIDES BE FOLDED BACK INTO PLANTING HOLE TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND OF ROOT BALL 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD

SET ROOT BALL ON FIRM

A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. IN BOTTOM OF HOLE PAD IN BOTTOM OF HOLE F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.

1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS EVERGREEN TREE PLANTING DETAIL TREE PLANTING ON SLOPE DETAIL NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING

ASSOCIATION. SEASON:

NOT TO SCALE NOT TO SCALE

1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA

PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES

1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES OWNER MAINTENANCE RESPONSIBILITIES

ONLY TREES WITH ONE MAIN LEADER

1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", KOELREUTERIA QUERCUS VARIETIES

SHALL BE PURCHASED. DO NOT PRUNE

WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA

TREE AT PLANTING UNLESS DIRECTED

WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS

TO BY PROJECT LANDSCAPE ARCHITECT

1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND

DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: FOLD BURLAP AWAY FROM AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT

INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. ·1 PART PEAT MOSS PREPARE WIDTH OF TOP OF ROOT BALL LIMITED TO, THE FOLLOWING:

IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE ·1 PART COMPOSTED COW MANURE BY VOLUME PLANTING HOLE 6 FT OR CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. ·3 PARTS TOPSOIL BY VOLUME TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE · TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE ·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: THE ROOT BALL; OR SEVERAL INCHES HIGHER IN 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 LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT WHICHEVER IS GREATER POORLY DRAINING SOILS.

OF TRAVEL.

1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT

4" BUILT-UP EARTH SAUCER

C) 4 TABLETS PER 15 GALLON PLANT

PREPARED SOIL FOR TREES · TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE

3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK 3" THICK LAYER OF DARK BROWN DOUBLE

1 PART PEAT MOSS TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE SHREDDED HARDWOOD MULCH 1 PART COW MANURE OTHERWISE INDICATED ON THE PLANS.

CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND

3 PARTS TOPSOIL

MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY.

· VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED

BEFORE PLANTING ADD 3 TO 4"

SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE OF WELL-COMPOSTED LEAVES OR SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS.

SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP UNDISTURBED RECYCLED YARD WASTE TO BED

SUBGRADE

OF THE ROOT BALL. AND TILL INTO TOP 6" OF · FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY

4. SITE PREPARATIONS PREPARED SOIL. FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY

A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED OTHER HAZARDS.

4-6" DEEPER THAN ROOT BALL

OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.

DIG WIDE, SHALLOW HOLE

REMOVE THE TOP 1/3 OF THE WIRE BASKET IF THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL WITH TAMPED SIDES PRESENT. ANY AND ALL TWINE SHALL BE REQUIRED TO PROVIDE.

ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT REMOVED FROM THE TREE BEFORE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK

SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A AROUND BASE OF INTO PLANTING HOLE REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM ROOT BALL SET ROOT BALL ON FIRM NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS.

PAD IN BOTTOM OF HOLE

TO PREVENT SHOCK OR DECLINE.

O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.

C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. DECIDUOUS TREE PLANTING DETAIL TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE

NOT TO SCALE

WATERING SPECIFICATIONS AS LISTED HEREIN.

5. TREE PROTECTION

A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.

CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.

B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR

PLANT SHALL BE

APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. FOR CONTAINER-GROWN

TRANSPLANTED AT THE SAME

PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED SHRUBS, USE FINGER OR

GRADE AS IT BORE IN THE

WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. SMALL HAND TOOLS TO PULL

NURSERY PLOT PRIOR TO

THE ROOTS OUT OF THE OUTER

BALLING AND BURLAPPING.

C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. LAYER OF POTTING SOIL; THEN AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING PLANTING MIX: CUT OR PULL APART ANY ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES 1 PART PEAT MOSS ROOTS THAT CIRCLE THE

MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE 1 PART COW MANURE PERIMETER OF THE CONTAINER

MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 3 PARTS TOPSOIL PLANTING

3" THICK LAYER OF DARK

D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT MIXTURE WILL CHANGE WITH

BROWN DOUBLE

STANDING IN THE TREE PROTECTION ZONE. 11. WATERING SOIL CONDITIONS

SHREDDED HARDWOOD

A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.

MULCH

6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO 8-12"

A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL FINISHED GRADE

BEFORE PLANTING, ADD 3 TO 4"

SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.

OF WELL-COMPOSTED LEAVES PLACE SHRUB ON

AND RECYCLED YARD WASTE B&B CONTAINER FIRM SOIL IN

B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE TO BED AND TILL INTO TOP 6" BOTTOM OF HOLE.

THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED

OF PREPARED SOIL

BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES.

REMOVE THE TOP 1/3 OF THE

C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT WIRE BASKET IF PRESENT. ANY UNDISTURBED 24" MINIMUM COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF AND ALL TWINE SHALL BE SUBGRADE

PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. REMOVED FROM THE SHRUB 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL.

PLANTING HOLE

PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT

COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN DECIDUOUS AND EVERGREEN USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.

SHRUB PLANTING DETAIL

SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.

1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.

CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY

NOT TO SCALE

DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.

7. FINISHED GRADING

A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PLANT MATERIAL SPACED AS SPECIFIED.

SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD INCORPORATE 2" OF PEAT INTO 6" OF SEE LANDSCAPE SCHEDULE FOR PROPOSED CONDITION AND FREE OF INSECTS AND DISEASE. PLANTING MIXTURE, AS SPECIFIED SPACING.

B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN 3" THICK LAYER OF ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER DARK BROWN DOUBLE THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, SHREDDED HARDWOOD

ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. MULCH

C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP FINISHED GRADE E.R. McWILLIAMS BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED

D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. MINIMUM 6" TOPSOIL EXISTING SUBSOIL AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.

B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 12/22/2022

8. TOPSOILING OR AUTHORIZED REPRESENTATIVE.

A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE REGISTERED LANDSCAPE ARCHITECT LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED MARYLAND LICENSE No. 3697 SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. TYPICAL PERENNIAL AND GROUND COVER PLANTING PROFESSIONAL CERTIFICATION I, ERIC R. McWILLIAMS, HEREBY CERTIFY THAT THESE

B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY DOCUMENTS WERE PREPARED OR APPROVED BY ME, BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF MARYLAND,

LICENSE NO. 3697, EXPIRATION DATE: 9/20/24

C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED

D= PROPOSED ON CENTER

THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS

(O.C.) SPACING

SECTION ABOVE. LANDSCAPE

SEE LANDSCAPE SCHEDULE

D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED

FOR FOR REQUIRED SPACING D D NOTES AND

FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO

DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): D DETAILS

1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL

1.2. 20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP

TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT

E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.

C-702

PERENNIAL/GROUND COVER PLANTING DETAIL

NOT TO SCALE

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SLIATED

DNA

SETON

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REVISIONS

DRAWN BY

REV DATE COMMENT CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

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PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971 Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

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B-3 STANDARDS AND SPECIFICATIONS FOR LAND GRADING

DEFINITION

RESHAPING THE EXISTING LAND SURFACE TO PROVIDE SUITABLE TOPOGRAPHY FOR BUILDING FACILITIES AND OTHER SITE IMPROVEMENTS.

PURPOSE

TO PROVIDE EROSION CONTROL AND VEGETATIVE ESTABLISHMENT FOR EXTREME CHANGES IN GRADE.

CONDITIONS WHERE PRACTICE APPLIES

EARTH DISTURBANCES OR EXTREME GRADE MODIFICATIONS ON STEEP OR LONG SLOPES.

DESIGN CRITERIA

THE GRADING PLAN SHOULD BE BASED ON THE INCORPORATION OF BUILDING DESIGNS AND STREET LAYOUTS THAT FIT AND UTILIZE EXISTING TOPOGRAPHY AND DESIRABLE NATURAL SURROUNDINGS TO AVOID EXTREME GRADE MODIFICATIONS. INFORMATION SUBMITTED MUST PROVIDE SUFFICIENT TOPOGRAPHIC SURVEYS AND SOIL INVESTIGATIONS TO DETERMINE LIMITATIONS THAT MUST BE IMPOSED ON THE GRADING OPERATION RELATED TO SLOPE STABILITY, ADJACENT PROPERTIES, DRAINAGE PATTERNS,

MEASURES FOR WATER REMOVAL, AND VEGETATIVE TREATMENT, ETC.

MANY JURISDICTIONS HAVE REGULATIONS AND DESIGN PROCEDURES ALREADY ESTABLISHED FOR LAND GRADING THAT MUST BE FOLLOWED. THE PLAN MUST SHOW EXISTING AND PROPOSED CONTOURS FOR THE AREA(S) TO BE GRADED INCLUDING PRACTICES FOR EROSION CONTROL, SLOPE STABILIZATION, AND SAFE CONVEYANCE OF RUNOFF (E.G., WATERWAYS, LINED CHANNELS, REVERSE BENCHES, GRADE STABILIZATION STRUCTURES). THE GRADING/CONSTRUCTION PLANS ARE TO INCLUDE THE PHASING OF

THESE PRACTICES AND CONSIDERATION OF THE FOLLOWING:

1. PROVISIONS TO SAFELY CONVEY SURFACE RUNOFF TO STORM DRAINS, PROTECTED OUTLETS OR STABLE WATER COURSES

TO ENSURE THAT SURFACE RUNOFF WILL NOT DAMAGE SLOPES OR OTHER GRADED AREAS.

2. CUT AND FILL SLOPES, STABILIZED WITH GRASSES, NO STEEPER THAN 2:L. (WHERE THE SLOPE IS TO BE MOWED, THE SLOPE

SHOULD BE NO STEEPER THAN 3:L, BUT 4:L IS PREFERRED BECAUSE OF SAFETY FACTORS RELATED TO MOWING STEEP SLOPES.) SLOPES STEEPER THAN 2:L REQUIRE SPECIAL DESIGN AND STABILIZATION CONSIDERATIONS TO BE SHOWN ON THE PLANS.

3. BENCHING PER DETAIL B-3-1 WHENEVER THE VERTICAL INTERVAL (HEIGHT) OF ANY 2:L SLOPE EXCEEDS 20 FEET; FOR 3:L

SLOPES, WHEN IT EXCEEDS 30 FEET; AND FOR 4:L SLOPES, WHEN IT EXCEEDS 40 FEET. LOCATE BENCHES TO DIVIDE THE SLOPE FACE AS EQUALLY AS POSSIBLE AND TO CONVEY THE WATER TO A STABLE OUTLET. SOILS, SEEPS, ROCK OUTCROPS, ETC. ARE TO BE TAKEN INTO CONSIDERATION WHEN DESIGNING BENCHES.

STANDARD SYMBOL STANDARD SYMBOL

DETAIL E- 6 FILTER LOG FL-18 DETAIL E- 6 FILTER LOG FL-18 A. PROVIDE BENCHES WITH A MINIMUM WIDTH OF SIX FEET FOR EASE OF MAINTENANCE.

DESIGNATION FL-18 DESIGNATION FL-18 REFERS B. DESIGN BENCHES WITH A REVERSE SLOPE OF 6:L OR FLATTER TO THE TOE OF THE UPPER SLOPE AND WITH A MINIMUM OF

REFERS TO 18 INCH TO 18 INCH DIAMETER

DIAMETER FILTER LOG. FILTER LOG. ONE FOOT IN DEPTH. GRADE THE LONGITUDINAL SLOPE OF THE BENCH BETWEEN 2 PERCENT AND 3 PERCENT, UNLESS ACCOMPANIED BY APPROPRIATE DESIGN AND COMPUTATIONS.

CONSTRUCTION SPECIFICATIONS C. THE MAXIMUM ALLOWABLE FLOW LENGTH WITHIN A BENCH IS 800 FEET UNLESS ACCOMPANIED BY APPROPRIATE DESIGN 3 IN. 3 IN. AND COMPUTATIONS.

FILTER LOG FILTER LOG 1. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS, CLODS, AND DEBRIS GREATER THAN ONE

FLOW 45°

P

A

R

R

O

EA

TE

T

C

O

T

B

E

E

D

FLOW 45°

P

A

R

R

O

EA

TE

T

C

O

T

B

E

E

D

INCH THAT MAY INTERFERE WITH PROPER FUNCTION OF FILTER LOG. 4. D

SU

IV

R

E

F

R

A

S

C

IO

E

N

W

O

A

F

T E

S

R

U R

D

F

O

A

W

C

N

E

S

W

L

A

O

T

P

E

E

R

U

F

S

R

IN

O

G

M

A

T H

D

E

E S

F

I

A

G

C

N

E

E

O

D

F

S

A

T

L

R

L

U

C

C

U

TU

T

R

A

E

N

,

D

A

F

N

I

D

LL

:

SLOPES USING EARTH DIKES OR SWALES. CONVEY

2. FILL LOG NETTING UNIFORMLY WITH COMPOST (IN ACCORDANCE WITH SECTION H-1 MATERIALS), OR OTHER

A. PROTECT THE FACE OF ALL GRADED SLOPES FROM SURFACE RUNOFF UNTIL THEY ARE STABILIZED.

TRENCH INTO APPROVED BIODEGRADABLE MATERIAL TO DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.

12 IN MIN. 12 IN B. DO NOT SUBJECT THE SLOPE’S FACE TO ANY CONCENTRATED FLOW OF SURFACE WATER SUCH AS FROM NATURAL GROUND 4 IN MIN. MIN.

3. INSTALL FILTER LOGS PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE WITH THE DRAINAGE WAYS, GRADED SWALES, DOWNSPOUTS, ETC.

BEGINNING AND END OF THE INSTALLATION POINTING SLIGHTLY UP THE SLOPE CREATING A "J" SHAPE AT EACH C. PROTECT THE FACE OF THE SLOPE BY SPECIAL EROSION CONTROL MATERIALS TO INCLUDE, BUT NOT BE LIMITED TO,

SECTION S 2 T IN A

K x E 2 S IN SECTION S 2 T IN A K x E 2 S IN END TO PREVENT BYPASS. APPROVED VEGETATIVE STABILIZATION PRACTICES, RIPRAP OR OTHER APPROVED STABILIZATION METHODS.

4. FOR UNTRENCHED INSTALLATION BLOW OR HAND PLACE MULCH OR COMPOST ON UPHILL SIDE OF THE SLOPE

5. SERRATED SLOPE AS SHOWN IN DETAIL B-3-2. THE STEEPEST ALLOWABLE SLOPE FOR RIPABLE ROCK IS 1.5:1. FOR NON ROCK

ALONG LOG.

SURFACES, THE SLOPES ARE TO BE 2:1 OR FLATTER. THESE STEPS WILL WEATHER AND ACT TO HOLD MOISTURE, LIME,

4 FT

MAX.

8 FT

MAX. 5.

M

ST

IN

A

I

K

M

E

U

F

M

IL

O

T

F

E R

4 I

L

N

O

C

G

H

E

E

V

S

E

A

R

N

Y

D

4

S

F

T

E

A

E

K

T

E

O

L

R

O G

C L

E

O

V

S

E

E

R

R

Y

A

8

L

F

O

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N

E

G

T

E

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N

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T

C

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LE

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N

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.

TH OF LOG OR TRENCH LOG INTO GROUND A F

S

E

T

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AB

TI

I

L

L

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I

Z

Z

E

A

R

TI O

AN

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.

SEED THUS PRODUCING A MUCH QUICKER AND LONGER LIVED VEGETATIVE COVER AND BETTER SLOPE

6. USE STAKES WITH A MINIMUM NOMINAL CROSS SECTION OF 2X2 INCH AND OF SUFFICIENT LENGTH TO ATTAIN A

FLO

W

FLO

W

MINIMUM OF 12 INCHES INTO THE GROUND AND 3 INCHES PROTRUDING ABOVE LOG. 6. S

W

U

O

B

U

S

L

U

D

R

O

FA

TH

C

E

E

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D

W

R

I

A

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P

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I

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S I

A

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F

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.

C

P

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SL

V

O

ID

P

E

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S

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B

A

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B

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IT

F

Y

A C

O

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C

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A

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I

A

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T

A

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G

E

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X

W

C

H

E

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S

R

S

E

IV

N

EL

E

Y

C E

W

S

E

S

T

A

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T O

C O

IN

N

T

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I

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C

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N

P

S

T

.

SEEPAGE THAT

7. WHEN MORE THAN ONE LOG IS NEEDED, OVERLAP ENDS 12 INCHES MINIMUM AND STAKE.

7. PROXIMITY TO ADJACENT PROPERTY. SLOPES MUST NOT BE CREATED CLOSE TO PROPERTY LINES WITHOUT ADEQUATE

8. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO A DEPTH OF 1 2 THE EXPOSED HEIGHT OF LOG AND REPLACE PROTECTION AGAINST SEDIMENTATION, EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER RELATED DAMAGES.

TRENCH INTO MULCH. REPLACE FILTER LOG IF TORN. REINSTALL FILTER LOG IF UNDERMINING OR DISLODGING OCCURS.

GROUND 4 IN MIN. REPLACE CLOGGED FILTER LOGS. FOR PERMANENT APPLICATIONS, ESTABLISH AND CONTINUOUSLY MEET REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT IN ACCORDANCE WITH SECTION B-4 VEGETATIVE 8. QUALITY OF FILL MATERIAL. FILL MATERIAL MUST BE FREE OF BRUSH, RUBBISH, LOGS, STUMPS, BUILDING DEBRIS, AND STABILIZATION. OTHER OBJECTIONABLE MATERIAL. DO NOT PLACE FROZEN MATERIALS IN THE FILL NOR PLACE THE FILL MATERIAL ON A

WOOD MULCH OR COMPOST

FROZEN FOUNDATION.

TO 1/2 HEIGHT OF LOG

9. STABILIZATION. STABILIZE ALL DISTURBED AREAS STRUCTURALLY OR VEGETATIVELY IN COMPLIANCE WITH SECTION B-4

UNTRENCHED INSTALLATION OR ENTRENCHED INSTALLATION*

STANDARDS AND SPECIFICATIONS FOR STABILIZATION PRACTICES.

*THIS APPLICATION MAY NOT BE USED

WITH LOGS SMALLER THAN 12 IN. MAINTENANCE

ISOMETRIC VIEW THE LINE, GRADE, AND CROSS SECTION OF BENCHING AND SERRATED SLOPES MUST BE MAINTAINED. BENCHES AND SERRATED SLOPES MUST CONTINUOUSLY MEET THE REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT IN ACCORDANCE WITH

SECTION B-4 VEGETATIVE STABILIZATION.

MULCH OR COMPOST B-4-8 STANDARDS AND SPECIFICATIONS

FOR UNTRENCHED LOGS

FOR STOCKPILE AREA

AREA TO BE

PROTECTED

SHEET FLOW DEFINITION

FILTER LOG A MOUND OR PILE OF SOIL PROTECTED BY APPROPRIATELY DESIGNED EROSION AND SEDIMENT CONTROL MEASURES.

PURPOSE

WORK AREA

TO PROVIDE A DESIGNATED LOCATION FOR THE TEMPORARY STORAGE OF SOIL THAT CONTROLS THE POTENTIAL FOR EROSION, SEDIMENTATION, AND CHANGES TO DRAINAGE PATTERNS.

CONDITIONS WHERE PRACTICE APPLIES

STOCKPILE AREAS ARE UTILIZED WHEN IT IS NECESSARY TO SALVAGE AND STORE SOIL FOR PLAN LATER USE.

1 OF 2 2 OF 2

CRITERIA:

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL I. THE STOCKPILE LOCATION AND ALL RELATED SEDIMENT CONTROL PRACTICES MUST BE CLEARLY INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN.

U.S. DEPARTMENT OF AGRICULTURE MARYLAND DEPARTMENT OF ENVIRONMENT U.S. DEPARTMENT OF AGRICULTURE MARYLAND DEPARTMENT OF ENVIRONMENT NATURAL RESOURCES CONSERVATION SERVICE 2011 WATER MANAGEMENT ADMINISTRATION NATURAL RESOURCES CONSERVATION SERVICE 2011 WATER MANAGEMENT ADMINISTRATION 2. THE FOOTPRINT OF THE STOCKPILE MUST BE SIZED TO ACCOMMODATE THE ANTICIPATED VOLUME OF MATERIAL AND BASED ON A SIDE SLOPE RATIO NO STEEPER

THAN 2:1. BENCHING MUST BE PROVIDED IN ACCORDANCE WITH SECTION B-3 LAND GRADING.

STANDARD SYMBOL STANDARD SYMBOL DETAIL B-4-6-A TEMPORARY SOIL STANDARD SYMBOL DETAIL B-4-6-B TEMPORARY SOIL STANDARD SYMBOL DETAIL E-9-1 STANDARD INLET DETAIL E-9-1 STANDARD INLET 3. RUNOFF FROM THE STOCKPILE AREA MUST DRAIN TO A SUITABLE SEDIMENT CONTROL

STABILIZATION MATTING STABILIZATION MATTING

PROTECTION SIP PROTECTION SIP TSSMC - * # lb/ft² TSSMS - * # lb/ft² PRACTICE.

CHANNEL APPLICATION (* INCLUDE SHEAR STRESS) SLOPE APPLICATION (* INCLUDE SHEAR STRESS) 4. ACCESS THE STOCKPILE AREA FROM THE UPGRADE SIDE.

W 5. CLEAR WATER RUNOFF INTO THE STOCKPILE AREA MUST BE MINIMIZED BY USE OF A O DIVERSION DEVICE SUCH AS AN EARTH DIKE, TEMPORARY SWALE OR DIVERSION FENCE. L

F PROVISIONS MUST BE MADE FOR DISCHARGING CONCENTRATED FLOW IN A

TYPE A MAXIMUM DRAINAGE AREA = 1/4 ACRE OVERLAP OR ABUT

TYPE B MAXIMUM DRAINAGE AREA = 1 ACRE CONSTRUCTION SPECIFICATIONS ROLL EDGES (TYP.) NON-EROSIVE MANNER.

OVERLAP OR ABUT 6 IN MIN. DEPTH KEY 6. WHERE RUNOFF CONCENTRATES ALONG THE TOE OF THE STOCKPILE FILL, AN

1. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS. ROLL EDGE (TYP.) TRENCHFOR ROLL END APPROPRIATE EROSION/SEDIMENT CONTROL PRACTICE MUST BE USED TO INTERCEPT

(TYP.)

CHAIN LINK THE DISCHARGE.

FENCE POSTS 2. EXCAVATE COMPLETELY AROUND THE INLET TO A DEPTH OF 18 INCHES BELOW THE NOTCH ELEVATION. 7. STOCKPILES MUST BE STABILIZED IN ACCORDANCE WITH THE 317 DAY STABILIZATION

REQUIREMENT AS WELL AS STANDARD B-4-1 INCREMENTAL STABILIZATION AND

GALVANIZED 2 IN x 4 IN FRAMING TOP ELEVATION 3. FOR TYPE A, USE NOMINAL 2 INCH X 4 INCH CONSTRUCTION GRADE LUMBER POSTS, DRIVEN 1 FOOT INTO THE 6 IN DEEP (MIN.) STANDARD B-4-4 TEMPORARY STABILIZATION.

H C A LO R T D H WARE G AS R S O E U M N B D L A E T T E H A E C T H O C P O P R O N R E T R IO O N F O T F H T E H I E N L 2 E X T 4. F P R L A A M CE E N A A S I L S H S O TR W IP N S. S B T E R T E W T E C E H N 1 T /2 H I E N C P H O S G T A S L V O A N N T IZ H E E D E H N A D R S D O W F A T R H E E C IN LO LE T T H. R 6 O IN L L M E IN N.

D O ( V T E Y R P L .) AP AT KEY IN TRENCH 6 IN MIN. OVERLAP AT 8. IF THE STOCKPILE IS LOCATED ON AN IMPERVIOUS SURFACE, A LINER SHO11LD BE TIGHTLY AROUND THE FRAME AND FASTEN SECURELY. FASTEN GEOTEXTILE SECURELY TO THE HARDWARE CLOTH PROVIDED BELOW THE STOCKPILE TO FACILITATE CLEANUP. STOCKPILES CONTAINING

ROLL END (TYP.)

TOP ELEVATION 36 IN WITH TIES SPACED EVERY 24 INCHES AT THE TOP AND MID SECTION. EMBED GEOTEXTILE AND HARDWARE CLOTH A CONTAMINATED MATERIAL MUST BE COVERED WITH IMPERMEABLE SHEETING.

MINIMUM OF 18 INCHES BELOW THE WEIR CREST. THE ENDS OF THE GEOTEXTILE MUST MEET AT A POST, BE 16 IN MIN. OVERLAPPED AND FOLDED, THEN FASTENED TO THE POST. 6 IN MIN. DEPTH KEY TRENCH FOR PREPARED SLOPE

NOTCH ELEVATION UPPER END OF DOWNSLOPE ROLL (SEEDBED) WITH MAINTENANCE

NOTCH FOR TYPE B, USE 2 3/8 INCH DIAMETER GALVANIZED STEEL POSTS OF 0.095 INCH WALL THICKNESS AND 6 FOOT (TYP.) SEED IN PLACE THE STOCKPILE AREA MUST CONTINUOUSLY MEET THE REQUIREMENTS FOR ADEQUATE WOVEN ELEVATION LENGTH, DRIVEN A MINIMUM OF 36 INCHES BELOW THE WEIR CREST AT EACH CORNER OF THE STRUCTURE. VEGETATIVE ESTABLISHMENT IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION.

18 IN NAILING GEO S T L E IT X F T I I L L M E 36 IN F W A I S R T E E T N IE 9 S G. F A A U S G T E E O N R G H EO EA T V E I X E T R IL C E H S A E IN C U L R IN E K L Y FE T N O C T E H , E 42 C I H N A C I H N E L S IN IN K H FE E N IG C H E T W , S IT E H C U T R IE E S L Y S P T A O C T E H D E E F V E E N R C Y E 2 P 4 O IN S C T H S E W S I T A H T P S R EE E D PA IN R E P D L A S C U E RFACE WITH ISOMETRIC VIEW M SI U D S E T S B L E O P K E E S P T M F U R S E T E B O E F M E A R IN O T S A IO IN N E. D IF A T T H N E O V S E T R E T E IC P A E L R H T E H IG AN H T A O 2 F : 1 A R S A T T O IO C. K T P H IL E E S E T X O C C E K E P D IL S E 2 A 0 R F E E A ET

STRIP ISOMETRIC VIEW 12 IN T W H E E IR T O CR P E A S N T D . MID SECTION. EMBED GEOTEXTILE AND CHAIN LINK FENCE A MINIMUM OF 18 INCHES BELOW THE CONSTRUCTION SPECIFICATIONS FOR 2: 1 SLOPES, 30 FEET FOR 3:1 SLOPES, OR 40 FEET FOR 4: 1 SLOPES, BENCHING MUST BE 9 GAUGE CHAIN PROVIDED IN ACCORDANCE WITH SECTION B-3 LAND GRADING.

LINK FENCE (TYP.) 4. BACKFILL AROUND THE INLET IN LOOSE 4 INCH LIFTS AND COMPACT UNTIL SOIL IS LEVEL WITH THE NOTCH 1. USE MATTING THAT HAS A DESIGN VALUE FOR SHEAR STRESS EQUAL TO OR HIGHER THAN THE SHEAR STRESS CONSTRUCTION SPECIFICATIONS ELEVATION ON THE ENDS AND TOP ELEVATION ON THE SIDES. DESIGNATED ON APPROVED PLANS. 1. USE MATTING THAT HAS A DESIGN VALUE FOR SHEAR STRESS EQUAL TO OR HIGHER THAN THE SHEAR STRESS

DESIGNATED ON APPROVED PLANS.

5. STORM DRAIN INLET PROTECTION REQUIRES FREQUENT MAINTENANCE. REMOVE ACCUMULATED SEDIMENT AFTER 2. USE TEMPORARY SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MONTHS MINIMUM) NATURAL OR H-5 STANDARDS AND SPECIFICATIONS

WOVEN SLIT FILM EACH RAIN EVENT TO MAINTAIN FUNCTION AND AVOID PREMATURE CLOGGING. IF INLET PROTECTION DOES NOT MAN-MADE FIBERS (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS AND DISTRIBUTION OF FIBERS 2. USE TEMPORARY SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MONTHS MINIMUM) NATURAL OR GEOTEXTILE COMPLETELY DRAIN WITHIN 24 HOURS AFTER A STORM EVENT, IT IS CLOGGED. WHEN THIS OCCURS, REMOVE T T H O R V O E U G G E H T O AT U I T O N AN A D N D BE S S E M ED O L G D E E R R M R IN E A S T IS IO T N A N A T N. D C N H O EM N- IC IN A J L U S R U IO S U E S D T IN O T T H H E E M SK A I T N M. I U F S P T R B E E S E N N O T N , - N L E E T A T C I H N I G N G M U A S N T D B N E ON-TOXIC MAN-MADE FIBERS (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS AND DISTRIBUTION OF FIBERS FOR DUST CONTROL

18 IN INTO GROUND ACCUMULATED SEDIMENT AND CLEAN, OR REPLACE GEOTEXTILE AND STONE. EXTRUDED PLASTIC WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND SUFFICIENTLY BONDED OR SEWN ON 2 THROUGHOUT AND BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON-LEACHING AND NON-TOXIC TO VEGETATION AND SEED GERMINATION AND NON-INJURIOUS TO THE SKIN. IF PRESENT, NETTING MUST BE TYPE A TYPE B INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE EXTRUDED PLASTIC WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND SUFFICIENTLY BONDED OR SEWN ON 2

PARENT MATERIAL. DEFINITION INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE ISOMETRIC VIEW 3. SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE "U" PARENT MATERIAL. CONTROLLING THE SUSPENSION OF DUST PARTICLES FROM CONSTRUCTION ACTIVITIES.

OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES

3. SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE "U" PURPOSE

EDGE OF ROADWAY OR TOP M 6 U IN S C T H A E V S E L R O A N G G E . 1 "T T " O S H 11 A 2 P IN E C D H S E T S A P W L I E D S E M AN U D ST B H E A A V M E I A N I M M I U N M IM O U F M 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACE TO REDUCE ON AND

OF EARTH DIKE AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 1x3 MUST AVERAGE 1 TO 11 2 INCHES WIDE AND BE A MINIMUM OF OFF-SITE DAMAGE INCLUDING HEALTH AND TRAFFIC HAZARDS.

6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, INCH IN CROSS SECTION, AND WEDGE SHAPED AT THE BOTTOM.

AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD,

12 TO 24 INCHES IN LENGTH, 1x3 INCH IN CROSS SECTION, AND WEDGE SHAPED AT THE BOTTOM. CONDITIONS WHERE PRACTICE APPLIES 6 IN MIN. 4. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE ON AND OFF-SITE DAMAGE IS LIKELY ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS

4. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN WITHOUT TREATMENT.

UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION AND SEDIMENT CONTROL ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS PLAN.

UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PLAN. SPECIFICATIONS

FLOW FLOW

5. UNROLL MATTING IN DIRECTION OF WATER FLOW, CENTERING THE FIRST ROLL ON THE CHANNEL CENTERLINE.

5. UNROLL MATTING DOWNSLOPE. LAY MAT SMOOTHLY AND FIRMLY UPON THE SEEDED SURFACE. AVOID STRETCHING WORK FROM CENTER OF CHANNEL OUTWARD WHEN PLACING ROLLS. LAY MAT SMOOTHLY AND FIRMLY ON THE THE MATTING. 1. MULCHES: SEE SECTION B-4-2 SOIL PREPARATION, TOPSOILING, AND SOIL AMENDMENTS, SECTION B-4-3 EROSION AND

SEEDED SURFACE. AVOID STRETCHING THE MATTING.

SEEDING AND MULCHING, AND SECTION B-4-4 TEMPORARY STABILIZATION. MULCH MUST BE ANCHORED TO

6. KEY-IN UPSTREAM END OF EACH MAT ROLL BY DIGGING A 6 INCH (MINIMUM) TRENCH AT THE UPSTREAM END OF THE 6. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY PREVENT BLOWING. SEDIMENT

6 INCHES (MINIMUM), WITH THE UPSLOPE MAT OVERLAPPING ON TOP OF THE DOWNSLOPE MAT.

MATTING, PLACING THE ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED E C X O C M A P V A A C T T E E , B A A R C T K H F ( I T L Y L P A .) ND MATERIAL, AND TAMPING TO SECURE THE MAT END. 7. KEY IN THE UPSLOPE END OF MAT 6 INCHES (MINIMUM) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN 2. VEGETATIVE COVER: SEE SECTION B-4-4 TEMPORARY STABILIZATION. CONTROL NOTES IN P T O O S T G D R R O I U V N E D N 7. ( O M V IN ER IM L U A M P ) O , W R I A T B H U T T H T E H U E P R S O TR LL E A E M DG M E A S T P O E V R E M R A LA N P U P F I A N C G T O U N R E T R O P R E O C F O T M H M E E N N E D X A T T D IO O N W S N. O ST V R E E R A L M AP M R A O T L. L ENDS BY 6 INCHES M TH A E T T E R N E D N I C N H T , H S E T A K P E L Y I. NG THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE 3.

TILLAGE: TILL TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. BEGIN PLOWING ON AND DETAILS WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, SPRING-TOOTHED

8. STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND 8. STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT THAT MAY PRODUCE THE DESIRED

SECTION FOR TYPE A AND B 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. EFFECT.

9. ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE

9. ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. 4. IRRIGATION: SPRINKLE SITE WITH WATER UNTIL THE SURFACE IS MOIST. REPEAT AS NEEDED. THE SITE C-602

CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION.

MUST NOT BE IRRIGATED TO THE POINT THAT RUNOFF OCCURS.

1 OF 2 2 OF 2

5. BARRIERS: SOLID BOARD FENCES, SILT FENCES, SNOW FENCES, BURLAP FENCES, STRAW BALES, AND

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.

U.S. DEPARTMENT OF AGRICULTURE MARYLAND DEPARTMENT OF ENVIRONMENT U.S. DEPARTMENT OF AGRICULTURE MARYLAND DEPARTMENT OF ENVIRONMENT U.S. DEPARTMENT OF AGRICULTURE NATURAL MARYLAND DEPARTMENT OF ENVIRONMENT U.S. DEPARTMENT OF AGRICULTURE NATURAL MARYLAND DEPARTMENT OF ENVIRONMENT 2011 2011 2011 2011 NATURAL RESOURCES CONSERVATION SERVICE WATER MANAGEMENT ADMINISTRATION NATURAL RESOURCES CONSERVATION SERVICE WATER MANAGEMENT ADMINISTRATION RESOURCES CONSERVATION SERVICE WATER MANAGEMENT ADMINISTRATION RESOURCES CONSERVATION SERVICE WATER MANAGEMENT ADMINISTRATION 6. CHEMICAL TREATMENT: USE OF CHEMICAL TREATMENT REQUIRES APPROVAL BY THE APPROPRIATE

PLAN REVIEW AUTHORITY.

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SLIATED

109 -

C

:TUOYAL>-----1

-

SDNC

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

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SECIVRES

GNITTIMREP

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DNA

DENGIS

,DEVORPPA

YLNO

.RELHOB

MORF

NOITAZIROHTUA

RELHOB©

1.5" ASPHALT SURFACE COURSE (9.5 mm SUPERPAVE)

2' MIN. CLEAR ZONE

(TYP., LT. & RT.)

6" PORTLAND CEMENT CONCRETE ( 4,000 PSI)

3" ASPHALT BINDER COURSE (12.5 OR 19 mm SUPERPAVE)

CONCRETE PAVEMENT SECTION VARIES

3 :1 M A X 2% MAX. CROSS SLOPE 1 M A X. 4" GABC (CR-6 CRUSHER RUN)

PAVEMENT SURFACE . 3: 6" GABC (CR-6 CRUSHER RUN)

TACK COAT (SEE PAVEMENT DETAIL) M A X. 3 :1 M

FULL HEIGHT CURB _' CURB TAPER O ( F A P 0. P 2 L G IE A D L L A O T N A S R /S A .Y TE .) 3: 1 A X .

1" RADIUS

2"

4" CLASS A CONCRETE

(3000 P.S.I. @ 28 DAYS)

COMPACTED SUBGRADE (PER

GEOTECHNICAL REPORT) MIN 12" COMPACTED MIN 12" COMPACTED

4" THICK, COMPACTED

PAVEMENT SURFACE APPROVED SUBGRADE APPROVED SUBGRADE STONE BASE (TYPE 2a)

(PER GEOTECHNICAL (PER GEOTECHNICAL

REPORT) REPORT)

NOTE: NOTE: NOTE:

1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED 1. SECTION SHOWN IS BASED ON A GEOTECHNICAL REPORT PREPARED BY 1. SECTION SHOWN IS BASED ON A GEOTECHNICAL REPORT PREPARED BY

AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL GEO-TECHNOLOGY ASSOCIATES, INC., ENTITLED TACO BELL, GEO-TECHNOLOGY ASSOCIATES, INC., ENTITLED TACO BELL, TO SIDEWALK WIDTH. CENTREVILLE, DATED 9/1/22 (PROJECT #31221468). CENTREVILLE, DATED 9/1/22 (PROJECT #31221468).

STANDARD DUTY ASPHALT PAVEMENT SECTION

CURB TAPER DETAIL CONCRETE-TO-ASPHALT DETAIL CONCRETE SIDEWALK DETAIL STANDARD DUTY CONCRETE SECTION

NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE

1.5" ASPHALT SURFACE COURSE (9.5 MM SUPERPAVE)

3.5" ASPHALT BINDER COURSE (12.5 OR 19 mm SUPERPAVE)

8" GABC (CR-6 CRUSHER RUN)

MIN 12" COMPACTED

APPROVED SUBGRADE

(PER GEOTECHNICAL

REPORT)

NOTE:

1. SECTION SHOWN IS BASED ON A GEOTECHNICAL REPORT PREPARED BY

GEO-TECHNOLOGY ASSOCIATES, INC., ENTITLED TACO BELL,

CENTREVILLE, DATED 9/1/22 (PROJECT #31221468).

HEAVY DUTY ASPHALT PAVEMENT SECTION

NOT TO SCALE

BIKE RACK DETAIL

ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT NOT TO SCALE

WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES

NOTE:

BOLLARD MOUNTED ADA PARKING SIGN DETAIL 1. OR APPROVED EQUAL; BIKE RACK TO BE APPROVED BY TACO BELL PRIOR TO PURCHASE AND INSTALLATION.

NOT TO SCALE

CONSTRUCTION

DETAILS

C-901

FO

MOTTOB

OT

"0-'7

NGIS

DERIUQER

TSEWOL "0-'3

1'-6" "81 "0-'2 12" "6

REFLECTIVE ALUMINUM

LEGEND AND BORDER - GREEN

WHITE SYMBOL ON BLUE BACKGROUND

BACKGROUND - WHITE

TYPICAL AT ALL ADA SPACES

THIS SIGN TYPICAL AT ALL "VAN

ACCESSIBLE" PARKING SPACES

PENALTY SIGN WITH WORDING AS

REQUIRED BY STATE OR LOCAL LAW

GALVANIZED "U" CHANNEL POST

4" DIA. SCH. 40 GALVANIZED STEEL PIPE

BOLLARD PAINTED OSHA YELLOW FILLED

WITH CONCRETE

PAINT CONCRETE BLACK AFTER

CURING AT ASPHALT LOCATIONS

4000 PSI CONCRETE

NOTE:

NOTES:

1. DETAILS SHOWN PER CLIENT AND JURISDICTIONAL SPECIFICATIONS. BOHLER

DOES NOT CERTIFY STRUCTURAL DETAILS.

2. GC TO VERIFY LATEST DETAIL WITH PROVIDER PRIOR TO BIDDING AND

CONSTRUCTION.

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SLIATED

209 -

C

:TUOYAL>-----1

-

SDNC

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

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YNA

ROF

DESU

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EB

TON

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DNA

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NALP

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TNETNOC

DNA

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SNALP

DELAES

DNA

DENGIS

,DEVORPPA

YLNO

.RELHOB

MORF

NOITAZIROHTUA

RELHOB©

CONSTRUCTION

DETAILS

NOTES:

1. DETAILS SHOWN PER CLIENT AND JURISDICTIONAL SPECIFICATIONS. BOHLER

DOES NOT CERTIFY STRUCTURAL DETAILS.

2. GC TO VERIFY LATEST DETAIL WITH PROVIDER PRIOR TO BIDDING AND

CONSTRUCTION. C-902

REMIALCSID

PROJECT No.:

DRAWN BY:

CHECKED BY:

DATE:

CAD I.D.:

PROJECT:

FOR

SLIATED

309 -

C

:TUOYAL>-----1

-

SDNC

-

00.720022AED\NALP

ETIS

LANIF\STES

NALP\SGNIWARD\DAC\00.720022AED\2202\:H

BS

REVISIONS

DRAWN BY

REV DATE COMMENT

CHECKED BY

ALWAYS CALL 811

It's fast. It's free. It's the law.

NOT APPROVED FOR

CONSTRUCTION

THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY

REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION

DOCUMENT UNLESS INDICATED OTHERWISE.

DEA220027.00

SLB

STF

12/20/22

FSP - 0

FINAL SITE PLAN

TACO

BELL

PROPOSED

DEVELOPMENT

PART OF PARCEL 98

CENTREVILLE ROAD

QUEEN ANNE'S COUNTY, MD

18958 COASTAL HWY, SUITE D

REHOBOTH BEACH, DE 19971

Phone: (302) 644-1155 Fax: (302) 703-3173 BohlerEngineering.com

SHEET TITLE:

SHEET NUMBER:

ORG. DATE - 12/20/22

2202 ,82 ceD

MT

GNIREENIGNE

GNITLUSNOC

DNA

LIVIC

ETIS

GNIYEVRUS

DNAL

TNEMEGANAM

MARGORP

ERUTCETIHCRA

EPACSDNAL

NGISED

ELBANIATSUS

SECIVRES

GNITTIMREP

SECIVRES

NOITATROPSNART

NETTIRW

ROIRP

TUOHTIW

ESOPRUP

YNA

ROF

DESU

RO

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EB

TON

LLAHS

DNA

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ERA

NALP

SIHT

FO

TNETNOC

DNA

NGISED

,NOITAMROFNI

EHT

SESOPRUP

NOITCURTSNOC

ROF

DEZILITU

EB

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SNALP

DELAES

DNA

DENGIS

,DEVORPPA

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.RELHOB

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NOTE: ALL STORM PIPE TO BE ADS N-12

WT, OR EQUAL UNLESS OTHERWISE

SPECIFIED BY THE ENGINEER. HDPE

JOINTS TO BE ADS PRO-LINK WT OR

APPROVED EQUIVALENT.

HDPE PIPE SPECIFICATIONS

HDPE PIPE BEDDING DETAIL

NTS NOT TO SCALE

CONSTRUCTION

DETAILS

NOTES:

1. DETAILS SHOWN PER CLIENT AND JURISDICTIONAL SPECIFICATIONS. BOHLER

DOES NOT CERTIFY STRUCTURAL DETAILS.

2. GC TO VERIFY LATEST DETAIL WITH PROVIDER PRIOR TO BIDDING AND

CONSTRUCTION. C-903

The Town of Centreville 101 Lawyers Row Centreville, MD 21617 www.TownofCentreville.org Tel. 410-758-1180 Fax. 410-758-4741

TOWN OF CENTREVILLE

PLANNING COMMISSION

NOTICE OF PUBLIC HEARING

February 15, 2023 at 7:00 p.m.

The Town of Centreville Planning Commission hereby gives notice that it will hold a public hearing on the updated draft to the Centreville Community Plan which was adopted in 2009 and is the officially adopted comprehensive plan for the Town.

This hearing will be held on:

Wednesday, February 15, 2023 AT 7:00 P.M.

LIBERTY BUILDING

107 N LIBERTY ST., SECOND FLOOR

COUNTY COMMISSIONERS’ HEARING ROOM

CENTREVILLE, MARYLAND 21617

The purpose of the public hearing is to provide an opportunity for all interested persons to be heard on the topic of the updated comprehensive plan. Speakers will be limited to three minutes each.

The current Centreville Community Plan and the draft updated Plan may be reviewed at Town Hall, 101 Lawyer’s Row, Centreville, MD 21617 Monday – Friday between the hours of 9 A.M. and 4:30 P.M.

or on the Town website: www.townofcentreville.org. Written testimony and comments must be received by 5:00 pm on February 15, 2023 via mail or email to townhall@townofcentreville.org.

Town of Centreville Planning Commission

ISSUED BUILDING PERMITS

January 1 - 31, 2023 Permit # Applicant Owner Address Type Issue Date* BP-195-22 Sharon Semchenko South Liberty LLC 306 S Liberty St replace partial roof 1/4/2023 BP-1-23 Landmark Roofing Dominick Mantua 114 Opera Crt. replace roof 1/12/2023 BP-3-23 Economy Restoration LLC Frank Ogens 134 Sonata Way replace roof 1/20/2023 BP-4-23 Economy Restoration LLC Nancy Emerick 122 Sonata Way replace roof 1/20/2023

BP-5-23 Fence & Deck Connection Daniel & Angela Dicky 107 Brookfield Dr. Fence 1/20/2023 BP-6-23 Economy Restoration LLC Don Downey 110 Harmony Way replace roof 1/19/2023 BP-7-23 Economy Restoration LLC William Sarangoulis 835 Harmony Way replace roof 1/19/2023 BP-8-23 Economy Restoration LLC Jane Melvin 156 Orchestra Place replace roof 1/19/2023 BP-9-23 Economy Restoration LLC John Coulby 220 Overture Way replace roof 1/19/2023

BP-10-23 Economy Restoration LLC John Marchi 376 Overture Way replace roof 1/19/2023 BP-11-23 Economy Restoration LLC Jan Clark 303 Symphony Way replace roof 1/19/2023 BP-12-23 Economy Restoration LLC David Niles 163 Harmony Way replace roof 1/20/2023 BP-13-23 Economy Restoration LLC Mark Miller 148 Orchestra Pl. replace roof 1/20/2023 BP-14-23 Economy Restoration LLC Robert Linkins 208 Overture Way replace roof 1/20/2023

BP-15-23 Matthew Brightbill Matthew Brightbill 105 E. Meadow Dr. Fence 1/26/2023 BP-17-23 Christina Hayes Christina Hayes 135 Cypress St. fence 1/26/2023

* based on the approval date by Zoning Administrator