NCC223309_Site Plan or Location Map_20220921

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Vicinity Map p
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Construction Notes
Know what's below.
Call before you dig.
1. Contractor is fully responsible for contacting appropriate
parties and assuring that existing utilities are located prior
to beginning construction.
2. Contractor is responsible for placing barricades, using flag
men, etc. as necessary to ensure the safety of the public.
3. All pavement cuts, asphalt or concrete, are to be placed
according to standards of the North Carolina Department
of Transportation and City of Monroe specifications.
4. Shoring will be according to OSHA Trenching Standards
Part 1926, Subpart P, or as amended.
5. All deeds, easements and encroachment agreements
necessary for installation and operation of the system
shall be obtained prior to operation of the system.
1. All roadway construction methods shall be in accordance with the City of Monroe Standard Specifications and Detail Manual and the NCDOT
Standard Specifications for Roads and Structures, latest edition except when otherwise noted.
2. All storm drain pipes shall be placed to proper grade and alignment per approved plans.
3. No cracked or broken pipes shall be placed or accepted in construction of the project.
4. All catch basins 3'-6" deep or more shall have steps placed at 1'-2" on center.
5. Erosion control measures shall be placed around drainage inlets and catch basins.
6. All pipes in storm drainage structures shall be cut off flush with the inside wall.
7. All structures shall be smooth inside and outside of the structure using mortar mixed to manufacturer's specifications to avoid debris build-up
obstructing flow.
8. All tail ditches shall have positive drainage with a minimum 1.0% slope.
9. The developer shall obtain any off -site drainage easement from adjacent property owners required to complete the improvements or provide positive
drainage flow prior to construction plan approval.
10. All concrete for drainage structures shall be a minimum of 3600 psi except where otherwise noted or required.
11. If the developer wished to use an re -cast storm drainage structures within a proposed street right-of-way,he must submit a Professional Engineer
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certification for the structure. All structures must be certified to adequately carry H2O loading. Prior approval from the Engineering Director shall be
obtained in order to incorporate ANY pre -cast storm drainage structures in a proposed street right-of-way.
12. Under no circumstances shall a pre -cast storm structure be cut or altered without a Professional Engineer's Certification of adequate load bearing
strength following the alteration of the structure, except where designated "knock -out" panels are provided.
13. Under no circumstances shall water be permitted to rise in un-backfilled trenches after the pipe has been placed.
14. The laying of pipe in the finished trench shall be started at the lowest point and laid upgrade. The bell shall be laid upgrade.
15. Survey staking and proposed grades shall be consistent with plans and field conditions.
16. No construction activities are allowed to take place beyond the floodplain line or the stream buffer line, without a permit issued by the U.S. Army
Corps of Engineers, the North Carolina Department of Environment and Natural Resources, and the City of Monroe.
Ca
ico
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Sheet Index
C100 Cover Sheet
- - Boundary Survey
- - Approved Rezoning Plan
Civil Construction Documents
50' undisturbed
vegetated buffer (typ) N,
M/1 Homes of Charlotte LLC City of Monroe NN 1-N
PID: 08267002E80 PID: 08267002LI
\ DB 7766, PG 839 DB 4864, PG 222
Floodwa t
Y (typ)
South Fork Crooked Creek
Property boundary (typ) + I I / centerline follows property
WCOS F / boundary
etlandst
(typ) 100 year floodplain (typ) Clty of Monroe
PI D: 08267002M
DB 4864, PG 225
+ ++ T + + I I + +++ \
+
15 3 1 54 1 55 1 56 1 57 111 158 I 59 . 1 . 60 1 61 1 62 1 63 64 + + \ +
� III I I � +
Tabby Dr. 65
+.`
60' UEMC (50' Public RAN)/�/ � + � +" + •
transmission line - - - _ _ _ - j \ COS F+ ++ + +
esmt. (typ) '� +
52 I 66 \ \\ ++ + .
i 51 I 50 1 49 1 48 47 46 1 45 1 1 1 1 \ + + ++
L I 44 43 42 COS E' \ +
+++ +\ +
- - - +
+
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/ - - - - +
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+ + + PH
30 1 21 - - + + ++ +
I
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Jeffrey Stallings
PID: 08267002H
N DB 913, PG 83
N
1
I
+�
29 I /11 I + + + I Union County 28 \ \ 1 32 I 33 .Q o . 34 1 35 1 36 1 37 1 38 1 39 1 40 1 41 168 1 69 1 L'f� �`"� +++ ++ I
General Notes _ + + + Ln
PID: 08267003 I I ;.' I I +\ ++ I
�87287,PG799 Glen Stripe Dr. -�-�-� 70 ��.� \ +
A. The City of Monroe plan review is only for general conformance with the city of Monroe Standard Specifications and Detail Manual, the North 27 r� + 1
\
Carolina Planning and Design Manual, Latest Edition, and the city code of ordinances. The City of Monroe is not responsible for the accuracy - . (50Public R
and adequacy of the design, dimensions, and elevations, which shall be confirmed and correlated at the job site. The City of Monroe, through 26 86
the approval of this document assumes no responsibility for the completeness and/or accuracy of this document. 87 1 _ 74 J
B. All roadway and storm drainage construction shall be by the City of Monroe Standard Specification and Detail Manual, Latest Edition. Where a 25 85 I COS D I �' -
construction item is not covered by this manual, the North Carolina Department of Transportation Roadway Standard Drawings, Latest Edition, / 73 1 72 1 71 f \ \ / / 3lenuatuugh HOA
shall apply. 24 88 �QU 75 ,-/ \ PID: 08300157
C. All water distribution construction shall be in accordance with the City of Monroe Standard Specifications and Detail Manual. 84 �� .> ZZ DB 4903, PG 5 C
D. All sanitary sewer construction shall be in accordance with the City of Monroe Standard Specifications and Detail Manual. 23 \ / 89 �� Q� 76
E. All materials and workmanship shall be subject to inspection by the City of Monroe. The City of Monroe reserves the right to accept or reject V
any materials and workmanship that does not conform to the City of Monroe Standard Specifications and Detail Manual, Latest Edition, and the 22
. 90 93
the North Carolina Department of Transportation Standard Specifications for Roads and Structures, Latest Edition. / \ �83
F. Location and elevations of existing utilities shall be verified by the contractor prior to actual construction. 21 \ /I 07 82 77 \ 1- - 106
G. The contractor shall call North Carolina One Call at 1-800-632-4949 at least 48 hours prior to any digging. The contractor shall also be
responsible for contacting Union County Public Works and Union Power Cooperative.
H. The contractor shall have one set of signed and sealed plans, reviewed by the City of Monroe, one copy of City of Monroe Standard
Specifications and Detail Manual, Latest Edition, one copy of the North Carolina Department of Transportation Standard Specifications for
Roads and Structures Latest Edition and a co of an permits, encroachments or easement agreements on the site at all times.
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I. The developers engineer is responsible for accurate) showing existing conditions both on -site and off -site on the construction plans. An
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modifications required due to conflicts, omissions, or changed conditions either on -site or off -site that arise in the field will be entirely the
developer's responsibility to resolve. The cost to rectify any adverse situation to meet the City of Monroe Standard Specifications and Detail
Manual and the City of Monroe ordinances shall be borne solely by the developer, the engineer, or contractor as legally required.
J. The developer and his contractor will be required to provide positive drainage and fall along all ditches.
K. The developer and his contractor shall ensure all ditches are stabilized prior to final acceptance of the development by the City of Monroe.
L. All roadway construction methods shall be in accordance with the City of Monroe Standard Specifications and Detail Manual, and the NCDOT
Standard Specifications for Roads and Structures, Latest Edition, except where otherwise noted.
M. Deviations from the City of Monroe Standard Specifications and Detail Manual must be clearly noted on the plan and listed below. The
developer must request any deviation from the manual in writing along with justification for review and recommendation by staff.
Site Plan Notes
1. All dimensions are at 90 degrees unless otherwise noted.
2. Contractor shall establish and verify point of beginning (P.O.B) and stake sire as indicated on construction documents prior to commencement of
construction. Notify Merrick & Company immediately of any discrepancies.
3. All dimensions are to edge of pavement or centerline unless otherwise noted.
4. All construction shall be in accordance with City of Monroe Standard Specifications and Detail Manual.
5. All radii shall be 30' back of curb (32' edge of pavement) unless otherwise noted.
6. All sidewalks shall be 5'-0" unless otherwise noted.
7. Parking space dimensions are 18.0' x 9.0' wide unless otherwise noted.
8. No obstruction of public R/W or sidewalk will be allowed. No parking is allowed over public sidewalks.
9. No demolition landfills allowed on site.
10. The purpose of the storm drainage easement (SDE) is to provide storm water conveyance. Structures or any other object which may impede storm
water flow or system maintenance are prohibited. Maintenance of the site shall be the responsibility of the home owner.
11. Approval of this plan is not an authorization to grade adjacent properties. When conditions warrant off -site grading, permission must be obtained from
the affected property owners.
12. In order to assure proper drainage, keep a minimum of 0.5% slope on the curb.
13. Subsurface drainage facilities may be required in the street right-of-way if deemed necessary by the inspector.
14. The developer shall maintain each stream, creek, or backwash channel in an unobstructed state and shall remove from the channel and banks of the
stream all debris, logs, timber, junk and other accumulations.
15. Handrails may be required by a representative of the city and/or NCDOT, if warranted by field conditions.
16. High -Density polyethylene (HDPE) storm drainage pipe not allowed within the road right of way per section 04.02.01 of the City of Monroe Standard
Specifications and Detail Manual.
17. Per bullet 1 under 04.02.01 (Design Criteria) in the City of Monroe's Standard Specifications and Design Manual, all pipes within the Rlght-of-Way shall
be RCP. Pipe outside of the street Right -of -Way may be HDPE.
18. All openings (e.g. doors, windows, vents) in structures should be located a minimum of one foot above the adjacent finished ground surface.
19. Non -Standard items (i.e. pavers, irrigation systems, etc.) in the right-of-way require a right-of-way encroachment agreement with the City of Monroe and
the North Carolina Department of Transportation before installation
N, S� Ll 105 sT
720 •00�,\ 91 80 A 'Q, A 104� 107
79
19 194 \ , �g�0 \Glendaloug
03
18 95 78 O,•. \ ' ` I
17 h HOA
108
/ 96 COS C 10� 109 \ PID: 08300135
16 / � 11 101 \ 110\ loo/ \ I
15 97
i \ \ 100-
14 /\ �k_ COS B -
i� 99
j 13 \ COS A Mayhew Barbara Kimbrell, \
12 �\ \ \98 �0 Q� / 1 Fowler Catherine Kimbrell \
COS G/ 11\ h� / 2 / PID: 08297005
Robert and Donna Orr /11 11 0
PID:08297009C /\ 10\ / 3 Q.0
DB 4055, PG 560 / s \� �051
9 4 o9 e`'` Development Summary
i / 5 / Q \5
C201
Site Plan
C202
Site Plan
C203
Site Plan
C204
Site Plan
C205
Ordinance Planting Plan
C206
Ordinance Planting Plan
C207
Ordinance Planting Plan
C208
Ordinance Planting Plan
C300
Erosion Control Notes & Specifications
C300A
Erosion Control Phasing Map
C301
Basin Divide Map Initial
C302
Initial Erosion Control Plan
C303
Initial Erosion Control Plan
C304
Initial Erosion Control Plan
C305
Initial Erosion Control Plan
C306
Basin Divide Map Final
C307
Final Erosion Control Plan
C308
Final Erosion Control Plan
C309
Final Erosion Control Plan
C310
Final Erosion Control Plan
C401
Grading & Drainage Plan
C402
Grading & Drainage Plan
C403
Grading & Drainage Plan
C404
Grading & Drainage Plan
C405
Drainage Area Map
C406
Storm Chart
C407
Storm Profiles
C408
Storm Profiles
C501
C502
C503
C504
C505
C506
C507
C601
C602
C603
C604
C605
C606
C607
C608
C609
C610
C611
C612
C612
C613
C701
C702
C703
C704
C705
C706
C707
Site Address: 4698 Poplin Road C800
` 6 / City of Monroe, NC 28079 C801
7 .' Tax Parcel #: 08267002F C802
Zoning: Smart Growth C803
Robert and Tina Vickers '' / Bernice P Kimbrell Jurisdiction: City of Monroe C804
PID. 08297008 / ,� PID: L8297005A Proposed Land Use: Single family detached homes for sale C805
DB 3982, PG 753 �/ Project Area: 50.847 ac C806
Environmental: Yadkin -Southeast Catawba watershed
C807
FEMA Panel No. 337105 42800J, effective 10/16/2008 C808
Contact Information C809
C810
Developer Engineer C811
Mike Shea Scott C. Doerr, PE C812
Merrick & Company C813
EHC Homes LP 301 S. McDowell Street C814
8008 Corporate Center Dr. Suite 300 C815
Charlotte, NC 28226 Charlotte, NC 28204 C816
(704)-319-5000 [phone] /office C817
[e-mail] [e-mail] C818
C819
Surveyor Survey was completed April 13, 2021.
Lawrence J. Whitaker, PLS L-4538 Coordinates based on NAD 83'
Elevations are based on NAVD 88
GPA Professional Land Surveyors
605 Phillip Davis Dr. Ste. 3
Charlotte, NC 28217
(704)-335-8600
[e-mail]
Calico Ridge Dr. Plan & Profile
Hopsack Dr. Plan & Profile
Bedford Dr. Plan & Profile
Glen Stripe Dr. Plan & Profile
Glen Stripe Dr. & Tulle Dr. Plan & Profile
Dobby Dr. Plan & Profile
Tabby Dr. Plan & Profile
Poplin Road Typical Sections
Poplin Road Improvement Plan
Poplin Road Pavement Markings
& Signage Plan
Poplin Road Traffic Control Plan- Phase 1
Poplin Road Traffic Control Plan- Phase 2
Poplin Road ISD Plan & Profile
Poplin Road detailed Cross Sections
Poplin Road detailed Cross Sections
Poplin Road detailed Cross Sections
Poplin Road detailed Cross Sections
Poplin Road detailed Cross Sections
Poplin Road detailed Cross Sections
Poplin Road detailed Cross Sections
Poplin Road Utility Plan
Construction Details
Construction Details
Construction Details
Construction Details
Construction Details
Construction Details
Construction Details
Overall Utility Plan
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Utility Plan & Profile
Water Distribution Plan
Water Distribution Plan
Water Distribution Plan
Water Distribution Plan
Poplin Road Water Extension
Stalling Brook Dr. Water Extension
Utility Construction Details
Utility Construction Details
Utility Construction Details
Utility Construction Details
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Scale: 1" = 150'
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