2 15 2023 planning commission meeting packet

Exactly as extracted, unformatted — for checking against the original. The readable version is easier to read.

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.
REMIALCSID
PROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
CAD I.D.:
PROJECT:
FOR
REVOC
101-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
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©
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:
CAD I.D.:
PROJECT:
FOR
SETON
LARENEG
201-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
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©
GENERAL
NOTES
C-102

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
LINE / R.O.W. LINE
NEIGHBORING BK BLOCK
PROPERTY LINE /
BL BASELINE INTERIOR PARCEL LINE
BLDG BUILDING EASEMENT
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
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©
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
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©
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
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©
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
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©
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
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©
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
DNA
NGISED
,NOITAMROFNI
EHT
SESOPRUP
NOITCURTSNOC
ROF
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
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
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
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©
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
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©
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
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
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©
LAND - 2
LANDSCAPE SCHEDULE
SYM. KEY QTY. BOTANICAL NAME COMMON NAME CAL. CONT.
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
SLIATED
DNA
SETON
EPACSDNAL
207
- C
:TUOYAL>-----3GNIWARD
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
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©
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
CSE
206
-
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
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©
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
E
N
E
G
T
E
O
N
R
T
C
IR
L
E
O S
LE
E
N
R
G
.
TH OF LOG OR TRENCH LOG INTO GROUND A F
S
E
T
R
AB
TI
I
L
L
I
I
Z
Z
E
A
R
TI O
AN
N
D
.
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
R
D
W
R
I
A
S
I
E
N A
A
G
D
E
V E
P
R
R
S
O
E
V
L
I
Y
S I
A
O
F
N
F
S
E
.
C
P
T
R O
SL
V
O
ID
P
E
E
S
S
U
T
B
A
S
B
U
IL
R
IT
F
Y
A C
O
E
R
D
C
R
R
A
E
I
A
N
T
A
E
G
E
E
X
W
C
H
E
E
S
R
S
E
IV
N
EL
E
Y
C E
W
S
E
S
T
A
S
R
I
Y
T E
T O
C O
IN
N
T
D
E
I
R
TI
C
O
E
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
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©
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
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©
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
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©
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