SWA000178_Plansheet C3.1 - Grading/Drainage Plan_20221217

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GENERAL NOTES:
DRAINAGE NOTES:
1. THE PROPOSED CONTOURS WITHIN PAVED AREAS ARE GRAPHICAL REPRESENTATIONS,
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR GRADING UNIFORMLY BETWEEN SPOT
ELEVATIONS.
2. THE CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE PROJECT TO DRAIN STORM
WATER. CARE SHALL BE TAKEN TO ENSURE THAT ALL AREAS WITHIN PARKING LOTS
AND LANDSCAPED ISLANDS SHALL NOT HOLD WATER UPON PROJECT COMPLETION.
`\ i / � - 3. THE MINIMUM SLOPE ON ALL ASPHALT SHALL BE 1.5%. 5 1i
\ O 3. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO OWNER OR REPRESENTATIVE
`C /'' :-�_-
- / PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY.
/ EOM 4. THE MINIMUM SLOPE ON CURB AND GUTTER CARRYING STORMWATER SHALL BE 0.5%. �I �t I�GIT�3-95� DE�SI#p
y �O� E �s�0 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED 5. ALL GRASS SWALES SHALL HAVE A MINIMUM SLOPE OF 1.8%. L1LLI 1 ` L L I I
F� �� ��� DURING CONSTRUCTION. �V.C�.yl 1�AEMENT� -
REBAR (FOUND) sz�- - -r \ 6. AREAS DESIGNATED AS HANDICAPPED ACCESSIBLE SHALL NOT EXCEED A 2% SLOPE ��-
NA S P.� ; Imo• • -,�, o a / 5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS IN ALL DIRECTIONS WITHIN THAT AREA.
N: 453;464.09 I `- 9� \ \ HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
�E- 1 ,519,775.31 :� .. 10 E, \ ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION, 7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY
� SPECIAL USE, SEWER AND WATER. IF DEEMED NECESSARY BY THE INSPECTOR.
CF: 0.99985618 O \
",� �0 \\ 6. CONTACT THE APPROPRIATE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. 8. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
3 x x: • ' • x ' �O '� �� \ \ EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE • � s
�' "' : 11
` \ '�� o �S O/y 7. TREES WITHIN THE ROAD RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED PRIOR CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. 6"' LA1�ER•eOF� 4,500 psi ,CONCRETE'•
;11
�: : \ \ a. 9 E �� �s E TO THE REMOVAL OF ANY RIGHT-OF-WAY TREES. WITH, 41. I GAUGE, 6st6 WELD€D, WIRE.
• s::.....,: x. , .. -\x x x \ a0 �% \ 9. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT
• :::::::: • .% • •, • � • •\; x ; • � -p Q� E 8. ALL TREES OVER 8" IN DIAMETER WITHIN THE PROPERTY SETBACK(S) ARE PROTECTED. OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
.,2:.:::::::::: ::.�.�. �.,.. \
''\'�''xxx ' ' x lz 9. BEFORE YOU DIG, STOP. CALL THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1.
:."..:::::::\:: �:\: "X. � \\ \ 10. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE STREET
` x • • E \ RIGHT-OF-WAY REQUIRE ARIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH N.C.D.O.T.
:::::::::::::. �tl� d Imp
I ; ; ; ; • • • • • • \; ; :E ; �• 10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD BEFORE INSTALLATION. G T ° E
T :... \ CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED 1y C �P DIVE A -
\ \ X \' 11. SHOP DRAWINGS, SEALED BY AN ENGINEER, WILL BE REQUIRED FOR RETAINING WALLS
X ... ' . PROPERTY OWNERS.
\ :::::::::::::::�:::::::::::.'.. :..\
• • • • • • • • • • • • :: ; \:::::::::::: : \ • \ • x,x :x: AND MUST BE SUBMITTED TO UNION COUNTY PRIOR TO CONSTRUCTION.
F�:::.. :: ::�::::::::::: :.. �':\':
xx
x.....::::::::::::::::::::::::::..:z:::::\::i• . �' WETLAND NOTES:
°I ' • " • " • • ' • • " • " • " • " • �: x • • • • • :.\s ::� • �:� :�:::. \ \ 1. NO WETLANDS OR WATERS OF THE STATE ARE PRESENT ON THIS SITE.
xxxPIPE (FOUND ':::::::::::::::::::•5cx :::::::••'1:::: �.. \
2.1 ' EAST -:.. -. ' ' ' ' ' ' ' :'::::: ' ' '!:::::::\' ' X' ' �' ' ' :\: ' ' \ 2. SUCH DETERMINATION WAS MADE, AFTER PERFORMING AN ONSITE INVESTIGATION,
OF LINE..........-:3:::::::..:�::::::::.:\::y:�:�:.:i\::
• • :::::::::::::::: • • • • • • • • • • y : • • , • • , , • ; x ; :�: ; • ;�: • BY JESSE DEGNAN, P.w.s. and BRANDON FULTON, L.s.s., P.s.C., P.W.S.
' X_x x - _ �` .: � :: ' � : : :: • :� .. - - - � ' (ON BEHALF OF THE FIRM: ECS SOUTHEAST, LLP.)
• •�: •yr: ::::::::::::::::: � : - - MONROE TOWNSHIP FARMS LLC LEGEND
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1. THIS PLAN IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS OBTAINED
FROM A SURVEY PERFORMED BY "CAROLINA SURVEYORS", DATED OCTOBER 20, 2020.
2. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE FIELD -VERIFIED PRIOR TO
CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. CONFLICTS
BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
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