SW3191104_2020.02.14-TLE Waxhaw Plans_2/14/2020

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THE LEARNING EXPERIENCE
SITE PLAN
PIN NUMBER/PARCEL ID 06156003
1425 PROVIDENCE RD S WAXHAW, NC 28173
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AERIAL VIEW OF SITE
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ry
CITY GIS / ZONING MAP
NOT TO SCALE
OWNER / DEVELOPER
GS DEVELOPMENT, LLC
C/O ELIAS GARCIA
18008 MOLLYPOP LANE
CORNELIUS, NC 28031
PH: 704.763.4187
EMAIL: [e-mail]
TOWN OF WAXHAW
UNION COUNTY, N.C.
GRAPHIC SCALE
50 0 25 50 100
( IN FEET)
1 inch = 50ft.
UTILITIES
ELECTRIC: UNION POWER
NATURAL GAS: PIEDMONT NATURAL
GAS
WATER & SEWER: UNION COUNTY
PUBLIC WORKS
� '
CIVIL ENGINEER
CES GROUP ENGINEERS, LLP
FIRM LICENSE #: F-1240
274 N. HWY. 16, SUITE 300
DENVER, NC 28037
SEAN COLDREN
[e-mail]
PH: [phone]
ARCHITECT
C.L. HELT ARCHITECT, INC.
6405 WILKINSON BLVD, SUITE 200
BELMONT, NC 28012
PH: [phone] X107
FX: [phone]
VWVW.CLHELT.COM
LAND SURVEYOR
CAROLINA SURVEYORS, INC
P.O. BOX 267
PINEVILLE, NC 28134
PH: [phone]
SHEETINDEX
Sheet
Number
Sheet Title
Drawing
Revision
Number
C 0.0
COVER SHEET
C1.0
EXISTING CONDITIONS
C1.1
DEMOLITION PLAN
C2.0
SITE PLAN
C2.1
FIRE APPARATUS MANEUVERING PLAN
C3.1
EROSION CONTROL PHASE 1
C3.2
EROSION CONTROL PHASE 1
C3.3
EROSION CONTROL PHASE 2
C3.4
EROSION CONTROL PHASE 2
C4.0
UTILITY PLAN
C4.1
SEWER PLAN AND PROFILE
C4.2
WATER PROFILE AND TRAFFIC CONTROL DETAIL
C5.0
FINAL GRADING PLAN
C6.0
DRAINAGE AREAS
C7.0
LANDSCAPE PLAN
C8.0
LIGHTING PLAN
C9.0
EROSION CONTROL DETAILS
C9.1
EROSION CONTROL DETAILS
C10.0
SITE DETAILS
C10.1
SITE DETAILS
C11.0
UTILITY DETAILS
C11.1
UTILITY DETAILS
C12.0
DRAINAGE DETAILS
C12.1
DRAINAGE DETAILS
A
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
11/20/2019
FIRST COUNTY SUBMITTAL
2/14/2020
SECOND COUNTY SUBMITTAL
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PROJECT NO:
7292
- 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE.
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
COVER
SHEET
DRAWING NUMBER:
000
Copyright 2019 CES Group Engineers, LLP

I�
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-NOW OR FORMERL Y-
_ RICHMOND HILL DEVELOPMENTS LLC
CO
RIM: 655.52
INV.• f644.4
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EX SSMH 15A
MH ID# 12691
r640.26
RIM: 650.76
INV OUT.•640.11(2)
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RIM: 655.82
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DB 5373 203 �
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(DB 7407165)
20OAK
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12 "OAK 6 'OAK
\ � 645 - - _ -7' OAK ' 20'114 "OAKF
_ 4 "OAK
ANGLE IRON -646-- - - - _ - - OA
(FOUND) �-� -652--- 7'OAK /
N. C. S. P. C. 647 REBAR.
_ N: 456, 771. 76 - (FOUND) ° - - - 655 - 14 "OAK /
/\ E. 1, 469, 400. 30 - -648 �10' OAK 12'%10' OAK / S 8 10 06 W 290. 74- 8 "OAK - - - -8-/- .-OAK AXLE \ j!� /
CF: 0. 99985572 12' OAK
'� _ (73.36)� / / .65 / .•- - -14-"OAK- - - 8 „oAK (FOUND)
_ 649- / 5 OAK (217. 38) 8 "OAK R adk - - - _�
!l�8 OAK / 3'%1 A / / / 7 'OAK 8 "OAK
10 OAQV WOODLINE
� SNOW OR FORMERL Y
20'SSE / RICHMOND HILL DEVELOPMENTS LLC
_ - - - - WELL -ss7 (DB 7407/65) _O DB 5373/203
-656 - W HEAD �,� 6 OAK LOT 21, PC 11705
652 / / / / TCE �' -
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14 "OAK / / - 662' - \ O m- �- 138.11 DB 1232/893 ����
REBAR � � a� S 14 °02'34 W CP
\ / / FOUND 10 "OAK LINE PER PC I/705
/ -
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\ ' 663 EXISTING UNDERGROUND - 12"OAK . REBAR
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POINT 66 O I-
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GRAPHIC SCALE
T 20 0 10 20 40
F (IN FEET)
1 inch = 20 ft.
EXISTING LEGEND
, 16=10valI►1d
- -
RIGHT-OF-WAY LINE
EXISTING CURB LINE
GENERAL EASEMENT LINE
-
722-
EXISTING MINOR CONTOUR
-
720- -
EXISTING MAJOR CONTOUR
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EXISTING WATER LINE
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EXISTING FIRE HYDRANT
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EXISTING GATE VALVE
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EXISTING WATER METER
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EXISTING SANITARY SEWER PIPE
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EXISTING SANITARY SEWER MANHOLE
EXISTING STORM PIPE
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EXISTING CATCH BASIN
EXISTING DITCH
CABLE
EXISTING UNDERGROUND CABLE
off
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EXISTING OVERHEAD UTILITY LINE
ma-
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EXISTING UNDERGROUND ELECTRIC
FO/c
EXISTING FIBER OPTIC CABLE
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EXISTING GAS MAIN
-
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EXISTING FENCE
EXISTING UTILITY PLOE
BENCHMARK
EXISTING SWALE
DB 67171554 PP SITE DATA
L660 8"/7" OAK WM Cp C�i 1.54 ACRES
/ / �� PARCEL/PIN # 6156003
BENCHMARK (NO UG -� �, PIPE
8"OAK EXISTING UTILITY POLE WITH TRANSFORMER NAIL IN PP MARKINGS �A6' PARTIALLY / 1 I ADDRESS: 1425 PROVIDENCE RD S
n - 8 AK f / , 666 EL V.• 667.85 �) 667
L - r - - / (NA / REBAR BURIED I v / WAXHAW, NC 28173
`-' E PIPE 9 „CEO R 66;\ GW PP / I 01 TELE PP l / (FOUND) S17°46'3 "W 136. 91 �E
/ FOB
L C `71 OE OE - `. ) REE ZONED: O CZ (OFFICE CONDITIONAL ZONE)
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GAS - - - gyp, GAS GAS G S - GAS- GAS - - �S
GAS GAS GAS GAS GAS AS - G S
- 665.13 ` 12"RCP - - - - - N- � - - - - - -
- - - - - - - - - - - - - - - - - - _ EXISTING EDGE OF PAVEMENT - - - - - _ �0 _ - - - - - - -
Y - - -O - - - - - - - - - - - - T - - - - - - - T T/ - �- T T T - T SITE NOTES
ITT � � � �
- - - - -
- - - - - - - - - - - 565.07
- - - - -
/
-7
S PROVIDENCE ROAD (kC- 7 6)
1.
TOPOGRAPHIC, BOUNDARY AND EXISTING TREE INFORMATION
664
>
60 PUBLIC RIGHT OF WAY
SHOWN WAS PROVIDED BY CAROLINA SURVEYORS, INC. DATED
5/20/2019 AND REVISED ON 10/07/2019.
CP
/
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PER MONUMENTATION
CP
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N17° 46 08 E 356.90
POSTED SPEED = 45 MPH 6
DESIGN SPEED = 50 MPH 6�0
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PROJECT IS SUBJECT TO ALL APPROVED CONDITIONAL ZONING
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CONDITIONS PRESCRIBED BY UNION COUNTY ZONING CASE
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ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
11/20/2019
FIRST COUNTY SUBMITTAL
2/14/2020
SECOND COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY: -
CHECKED BY: TC
I ISSUED BY: SC
DRAWING TITLE:
EXISTING
CONDITIONS
DRAWING NUMBER:
Cl
0
■
,opyright 2019 CES Group Engineers, LLP

CZ-2017-007 (TRUFFLE PLAZA) CONDITIONS:
1. MAXIMUM BUILDING HEIGHT SHALL BE TWO STORIES AND IS LIMITED TO 40 FEET
2. A TEN FOOT WIDE BUFFER SHALL BE LOCATED ALONG THE SIDE AND REAR PROPERTY LINES AND THE
EXISTING VEGETATION WITHIN THE BUFFER SHALL REMAIN.
3. APPLICANT WILL SUBMIT A PHOTOMETRIC LIGHT PLAN TO UNION COUNTY THE COMPLIES WITH THE LIGHTING
STANDARDS OF THE LIDO
4. THE USES ALLOWED ON SITE ARE RESTRICTED TO:
4.1. OFFICE USES
4.2. ANIMAL SERVICES LIMITED TO THE FOLLOWING:
4.2.1. GROOMING OR TRAINING; SUPPLIES; AND VETERINARY, PROVIDED NO OVERNIGHT BARDING OF
ANIMALS SHALL BE PERMITTED OTHER THAN AS AN ACCESSORY USE TO A VETERINARY
HOSPITAL/CLINIC SUBJECT TO THE FOLLOWING CONDITIONS:
4.2.2. OVERNIGHT BOARDING MUST BE LOCATED ENTIRELY INDOORS; AND
4.2.3. ANIMALS IN OUTDOOR RUNS FOR EXERCISE OR FOR BATHROOM BREAKS MUST BE ATTENDED AT ALL
TIMES
4.3. COMMERCIAL SERVICE LIMITED TO THE FOLLOWING:
4.3.1. BUSINESS SUPPORT SERVICE;
4.3.2. COMMUNICATION SERVICE;
4.3.3. RESEARCH SERVICE;
4.3.4. STUDIO, INSTRUCTIONAL OR SERVICE; AND
/ ANGLE IRON
(FOUND)
N. C. S. P. C.
TREE PRESERVATION AREAS
EQUAL TO ZONING SETBACKS REBAR
4.3.5. PERSONAL IMPROVEMENT SERVICE WITHOUT THE NEED TO APPLY FOR A SPECIAL USE PERMIT
4.4. DAY CARE CENTER WITHOUT THE NEED TO APPLY FOR A SPECIAL USE PERMIT
4.5. SELF-SERVICE STORAGE FACILITY LIMITED TO TYPE 1
5. ACCESS TO THE SITE WILL BE PROVIDED BY ONE DRIVEWAY OFF OF PROVIDENCE RD
6. TWENTY FEET OF RIGHT-OF-WAY WILL BE DEDICATED TO NCDOT FOR THE PROVIDENCE RD WIDENING
7. BUILDING MATERIALS ARE RESTRICTED TO: GLASS, BRICK, STONE, SIMULATED STONE, PRE -CAST STONE,
ARCHITECTURAL PRE -CAST CONCRETE, SYNTHETIC STONE, STUCCO, CEMENTATIOUS SIDING OR WOOD
8. EIFS AS A BUILDING MATERIAL IS NOT ALLOWED EXCEPT AS A BACK UP FOR ARCHITECTURAL TRIM ON
STUCCO CLAD BUILDINGS
9. VINYL AS A BUILDING MATERIAL WILL ONLY BE ALLOWED ON WINDOWS, SOFFITS AND TRIM FEATURES
10. METER BANKS WILL BE SCREENED FROM PUBLIC VIEW AND PUBLIC STREETS
11. ROOFTOP HVAC AND MECHANICAL EQUIPMENT WILL FROM PUBLIC VIEW AND PUBLIC STREETS
12. ALL DUMPSTER AREAS SHALL BE ENCLOSED BY WALLS AND OPAQUE GATES UTILIZING MATERIALS SIMILAR IN
NATURE TO THE BUILDINGS
13. ALL SERVICE AREAS FOR NON-RESIDENTIAL USE SHALL BE SCREENED FROM RESIDENTIAL STRUCTURES
14. ON -SITE LOADING DOCKS AND WASTE AREAS SHALL BE SEPARATED AND/OR SCREENED FROM VIEW AT
GROUND LEVEL FROM PRIMARY BUILDING ENTRANCES AND FROM PUBLIC VIEW
15. STREET TREES WILL BE PROVIDED WITHIN PLANTING STRIPS ALONG THE PUBLIC STREET
16. DEVELOPMENT SHALL COMPLY WITH THE SUBMITTED CONCEPTUAL PLAN
17. THIS PETITION INCLUDES VESTING OF THE APPROVED REZONING PLAN FOR A FIVE YEAR PERIOD
CO
RIM: 655.52
INV.• f644.4
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PROPOSED DROP CURB FOR 4 "OAKIF I
PLAYGROUND DRAINAGE 7
PROPOSED SEGMENTAL RETAINING WALL PROPOSED FENCE ON TOP OF RETAINING WALL 'OAK
HEIGHT VARIES V TO 11'. SEE ARCHITECTURAL PLANS FOR DETAILS w4v
-NOW OR FORMERL Y-
RICHMOND HILL DEVELOPMENTS LLC
DB 5373/203
L 0 T 22, PC 11705
TCE
(DB 7407165)
EX SSMH 15A
MH 1D# 12691
RIM: 650.76
INV OUT.• 640.11
.S
6 P/PE
(DU)
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UE� UE�
CO
RIM: 655.82
INV.• f644.6
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NOTE.• WATER LINES
UNTRACEABLE IN
THIS AREA
chill k1r%1l
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Lj
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 inch = 20 ft.
SITE LEGEND
DESCRIPTION
- - PROPERTY LINE
SYMBOL
R/W RIGHT-OF-WAY LINE
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
T
PROPOSED PLAY YARD
° PROPOSED CONCRETE DUMPSTER PAD
LF °
SITE DATA
1.54 ACRES
PARCEL/PIN # 06156003
ADDRESS: 1425 PROVIDENCE RD S
WAXHAW, NC 28173
ZONED: O CZ (OFFICE CONDITIONAL ZONE)
EXISTING USE: VACANT
PROPOSED USE: DAYCARE
(CONSIDERED "SPECIAL" USE)
REQUIRED PARKING: 1 SPACE PER 500SF
10,500 SF/ 500 SF = 21 SPACES
PROVIDED PARKING: 40 TOTAL
(30 STD. , 2 ADA, 8 COMPACT)
REQUIRED BUFFERS
10 FT. PERIMETER
REQUIRED LANDSCAPING / SCREENING:
SEE LANDSCAPE PLAN
REQUIRED SETBACKS
25 FT. REAR YARD
15 FT. SIDE YARD
25 FT. FRONT YARD
N: 456, 771.76 aAIIIII& r OUND) DESIGN AND DETAILS PROVIDED BY OTHERS 14 "OAK 1. PROJECT IS SUBJECT TO ALL APPROVED CONDITIONAL ZONING CONDITIONS PRESCRIBED BY UNION COUNTY
/ E.• 1,469,400.JO 10"OAK 12%10" K 518°10'06"W 290.74 'NV 8'%�"OAK AXLE ,� ZONING CASE#CZ-2017-007.
CF: 0. 99985572
8 "OAK
(73.36) 10' BUFFER '"� 5 (217.38 g"OAK o 14"O K (FOUND) 1 "OK 2. FUTURE RIGHT OF WAY IS BASED ON CONDITION OF REZONING CZ-2017-007 REQUIRING 20' OF RIGHT OF WAY BE
+9 Q �8 „� 4 DEDICATED TO NCDOT.
PROPOSED •� . '�1 �O 7
CONCRETE PRODUMPOSED
3. PROPOSED DAY CARE FACILITY TO BE SERVED BY PUBLIC WATER AND SEWER.
�.......... .......................... ......... ........
PAD AND ENCLOSURE. ........ ....... ........... PLAY EQUIP.. . . . . . . . . . ... ...... ..... . \
SEE ARCHITECTURAL / _ ' ' ' ' ' ' ' ' 20+ 10' 4. DIMENSIONS AND COORDINATE POINTS ARE TO THE FACE OF CURB, EDGE OF PAVEMENT, OR CORNER OF
PLANS FOR DETAILS °' °' ' ' ' ' ' ' ' ' ' ' ' 25' EAR YARD "^Y `°°� a 3 10- "'NOW O) BUILDING UNLESS OTHERWISE NOTED.
P e. . . . . . . . . . . . . . . . . . . . . . . �. . . .�-,T�. PLAN EQUIP.. ' RICHMOND HILL
10, R3 � INFANT/TODDLER N .�-'� 1 5. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL STANDARDS.
PLAYGROUND .. PRE-SCHOOL.. PLAYEDLIF > DB
PLAY EQUIP. .. . . . . . . . . . . . . . . . . � . . . . . O v
2,750 SF ............ PLAY EQUIP.. ... +o'•zo'. . . . PLAYGROUND.......... 6 "OAK LOT 2l
PLR. . 3,575 SF ~-- E (� J '' 6. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER
PROPOSED SEGMENTAL 1 5, , . °° a, N ARROWS SHOWN FOR �� . - - - - o (DB ai 07/65) . 10 "OAK PRIOR TO PROCEEDING WITH WORK.
PARKING CIRCULATION ONLY 4....:..:;i :..a .. ::.: .::.... ...... .
RETAINING WALL 10 Q- C'ONC::.:81r=V\/ALK ...
:+ : -
HEIGHT VARIES 1 TO 12 . 30.3ti. "Q ,� 7. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS
DESIGN AND DETAILS 'Av, ®' � 8"OAK AND APPROVALS FROM ALL REGULATORY AUTHORITIES.
PROVIDED BY OTHERS FL9 125'91
��_OAK 14 "DAK
o,� >- ��Q\'fir 'i�4 6,: 8. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS,
PROPOSED TREE PROPOSED SEGMENTAL 1K
PROTECTION FENCING C19, ❑ ❑ \ RETAINING WALL PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
12 "0 -'
SEE DETAIL °' ? / HEIGHT VARIES V TO 12'.
I I /DESIGN AND DETAILS 9. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMAN AND THE PUBLIC SHALL BE
PROPOSED STANDARD TP °' C� 15 U . 24' 19' � PROVIDED BY OTHERS _jam PROTECTED FROM INJURY.
DUTY ASPHALT �� -< y 6 OAK
IN PARKING SPACES (� U D t \ -i-- v n ' �� 10. MAINTENANCE OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND
SEE DETAIL 15 7 m
❑ ❑ SPECIFICATIONS.
00
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0 U rn PROPOSED FENCE (TYP) 11. DO NOT SCALE DRAWINGS FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
00 -4Q. PROPOSED DAYCARE 10,584 S.F. I I�� SEE ARCHITECTURAL PLANS FOR DETAILS
14"0%QC' o 4 4 U R °° /I�N�o L ;�\ 12. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL
PROPOSEE) 7
D oR VAN ACCESSIBLE \� \lI� 138 ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009 EDITION AS AMENDED.
N �........ . 16 "OAK S 4 02 34 W
PARKING BARRIER FREE ............
........R AR 10 O� LINE PER PC 11705 13. ALL PAVEMENT MARKERS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE ON DRAWINGS.
AREA PARKING SIGN
o m ....... (. UND)
Q ; 0 12 "OAK
o 14. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
0 r :....... 6 „MAPLE`:::::: :
a) O m (9'. ' � ''.72 CEDAR.: �� 2
14 "Pl Z E z:._ .PLAY AREA I ^ 8- 115. CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN SMOOTHLY TO PROPOSED
18" CONC. �S O;. .-----� 'C? 4,006 SF 10' ° 4 O� E 3
l� O �.`L CURB &GUTTER ,A �` `�� `' REBAR N10 2L�NE PER 06 PAVEMENT AT DRIVEWAY ENTRANCES.
r I r TYPICAL ��� I (FOUND) APPARENT GAP 6717/554 16. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, TRASH ENCLOSURE DETAILS, FENCING
FUTURE 25' 6' ,<. 5.7' 38.3' BREAK DETAILS, SIGNAGE DETAILS.
j FRONTYARD POINT (0.015 AC.)
n PROPOSED HEAVY 17 AND LOCATION OF SIDEWALK STOOPS, STEPS, ANDRAI � a, 26' �.`'. ;'' �71� CONTRACTOR SHALL COORDINATE CONSTRUCTION A S, S S, S S, H L,
j DUTY ASPHALT
AND ACCESS DOORS WITH ARCHITECTURAL PLANS
I
WELL IN DRIVE AISLES L
O
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T SEE DETAIL Er? _ HOUSE ," N
EO........................................................ LO .............. pp N W R F RME L Y 18. COORDINATE SIDEWALK AND SCORING PATTERNS ADJACENT TO THE BUILDING WITH THE ARCHITECTURAL
EO z 0 0 R
8 N FUTURE 10' BUFFER N Co FANNY CORER MARTINEZ PLANS.
PROPOSED 10'X70' SIGHT o �mb_,
PROPOSED 6 CONCRETE SIDEWALK � pp �►4T
TRIANGLE (TYP.) UTUREFUTUREDB 6717/55419. SEE SPECIFICATIONS FOR PLAYGROUND REQUIREMENTS. COORDINATE WITH PLAYGROUND EQUIPMENT
/W R/W R/WR/W R/W R/W R/W oo VENDOR FOR ALL PLAYGROUND EQUIPMENT AND PLAY SURFACES. PLAYGROUND EQUIPMENT AND SURFACES
i ,t PROPOSED 5' CONCRETE SIDEWALK 70' 70' 0O BENCHMARK -� TO BE PROVIDED AND INSTALLED BY REQUIRED VENDOR. NO SUBSTITUTIONS ALLOWED.
°O NAIL IN PP
i 8 "OAK - -
L
o.
N. "'.':' - 20. CONTRACTOR TO ENSURE PROPER DRAINAGE FOR PLAYGROUND AREA SO ABOVE GRADE AND BELOW GRADE
:. EO f�EB,gR=:'':
"PON ING" WILL FROM BUILDING AT 1/8" TO 1/4" PER FOOT
D L NOT OCCUR PROVIDE POSITIVE DRAINAGE AWAY
L PIPE ��- E347.5' FRONTAGE c�� GW (0 TELE PP S17°46'3 "W 136.91 (Tll PITCH. NO ROOF DRAINS TO EMPTY DIRECTLY INTO PLAYGROUND.
niOF tttt OF E
21. PROPOSED PLAY YARD SURFACE AREAS TO CONSIST OF SYNTHETIC TURF AND POURED IN PLACE RUBBER
- GAS GAS GAS -� GAS GAS GAS SURFACING.
PROPOSED MONUMENT SIGN
j T - TT fi 22. CONTRACTOR SHALL PROVIDE NECESSARY TRASH COLLECTION AND DISPOSE TO A LEGALLY APPROVED
�D LANDFILL.
�-'
PROPOSED CROSSWALK
D
SEE DETAIL
D
23. STOP BEFORE YOU DIG. CALL NC ONE -CALL CENTER AT 811 OR 1-800-632-4949.
0 PUB
L.IC RI. H T.. F _ WA
>G
PER. MD U EN A. 24. PLAY AREA EQUIPMENT SHOWN IS APPROXIMATE AND FOR CONCEPTUAL PURPOSES ONLY.
M T TION .. Q
CP - CP
POSTED .SPED ._ 45. MPH
°
E
DESIGN SPED -.50 MPH
N.1.7.46.D8..E 356.90. E
25. PARKING LOT SURFACE SHALL BE MAINTAINED IN SUCH A MANNER TO PREVENT REPAIR OR REPLACE
POSTED SPE D_ =. 5 PH _ . E
DETERIORATED SURFACE MATERIAL POT HOLES AND MAJOR CRACKING OF IMPERVIOUS/PERVIOUS SURFACE
T T T T T T T T T T T T T T T T MATERIAL AND STRIPING SHALL BE VISIBLE AND WELL DEFINED.
V
'n W ��� W W W W W W W W W W Tv T W C N� W T 26. THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED, OR EXPRESSED THIS PLAN SHALL COMPLY
L O - 0 T T T T TELE DRIVEWAY WITH ALL PROVISIONS OF THE UNION COUNTY LAND DEVELOPMENT ORDINANCE IN EFFECT AT TIME OF REVIEW
AND APPROVAL.
Y
r OF OF OF OF OF OF OF - OE 27. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES
L
SEE NCDOT ROADWAY ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS,
IMPROVEMENT PLANS MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY.
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CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
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SUBMITTALS
DATE:
PURPOSE:
11/20/2019
FIRST COUNTY SUBMITTAL
2/14/2020
SECOND COUNTY SUBMITTAL
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PROJECT NO:
7292
- 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
SITE
PLAN
DRAWING NUMBER:
C200
Copyright 2019 CES Group Engineers, LLP

STRUCTURE TABLE
STRUCTURE
DETAILS:
PIPES IN:
PIPES OUT
RIM = 662.70
DI-5
INV IN = 657.37
12" HDPE INV=657.37
15" RCP INV=657.27
INV OUT = 657.27
8" HDPE INV = 658.72
RIM = 662.15
DI-7
INV IN = 659.08
6" HDPE INV=659.08
8" HDPE INV=658.98
INV OUT = 658.98
RIM = 661.48
DI-6
12" HDPE INV=658.26
INV OUT = 658.26
RIM = 661.06
CB-4
INV IN = 655.44
15" RCP INV=655.44
15" RCP
INV=655.34
INV OUT = 655.34
RIM = 662.64
DI-7A
6" HDPE INV=660.22
INV OUT = 660.22
RIM = 658.49
15" RCP
CB-3
INV OUT = 654.02
INV=654.02
RIM = 658.42
CO-2A
INV IN = 657.25
8" HDPE INV=657.25
8" HDPE INV=657.25
INV OUT = 657.25
RIM = 647.57
HW-1
18" RCP INV=650.40
INV IN = 650.40
RIM = 659.80
DI-12
15" RCP INV=656.25
INV OUT = 656.25
RIM = 659.01
DI-11
INV IN = 655.52
15" RCP INV=655.52
15" RCP INV=655.42
INV OUT = 655.42
RIM = 655.82
FES-10
15" RCP INV=654.30
INV IN = 654.30
TOP = 657.58
15 RCP INV = 653.00 (CB-3)
SF-2
INV IN = 653.00
15" RCP INV = 655.00 (CB-4)
8^ HDPE INV = 656.00 (CO-2A)
18" RCP INV = 651.00
INV OUT = 651.00
8" HDPE INV = 656.00 (ROOF)
CO
RIM: 655.52
INV.• f644.4
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640.26
Q0,
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EX SSMH 15A
MH ID# 12691
RIM: 650.76
INV T.• 640.11
(2)
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1.
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-NOW OR FORMERL Y- o �� co uE
RICHMOND HILL DEVELOPMENTS LLC �RIM:655.82
DB 5373/203 o A INV.• f644.6
L 0 T 22, PC 11705 TCE J �G
- � ___ 645 / �
_ PROPOSED SEGMENTAL RETAINING WALL
\ ANGLE IRON -646-- DESIGN AND DETAILS PROVIDED BY OTHERS
(FOUND)
\ N.C.S.P.C. 647 PROPOSED UNDERGROUND PRECAST PROPOSED SWALE
\ N.- 456,771.76 - I (f CONCRETE SAND FILTER
PROPOSED „ @ 0.7% SLOPE
- E.• 1, 469, 400. JO - -648--10 "OAK \ 12'/10 "OAK DROP CURB 06 W 290. 74 8 "OA
CF.• 0.99985572 �` (73 ��� - FLUSH WITH ASPHALT a -
TIC 662.08
C PROPOSED LASS BNV 649.84 B 649 - PROPO'OAK
SEC D LEANOUT 5 (21 38 g "OAK
(DB 7407/65)/ 20 11OAK ��'� C�
7"OAK "OAK
12 'OAK 6 'OAK
-7"OAK
4 "OAK /
PROPOSED PERFORATED HDPE UNDERDRAIN
SYSTEM WRAPPED WITH GEOTEXTILE FABRIC Gj / I
SEE NOTE 17
74 "OAK
i
NO TE: WA TER LINES
UNTRACEABLE IN
THIS AREA
01
EXISTING
�850
X8-14•60
XB/C 874,60
xl/% 5038
XB/w 883.51
W
OH/U
c��
65,E - 747 / GRADING AND DRAINAGE NOTES:
- 8'% OAK AXLE\ j!�
14 OAK _ - _ (FOUND)_ 12' OAK
,Vvl
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 inch = 20 ft.
LEGEND
PROPOSED
\� 850 --- CONTOUR WITH ELEVATION
Xg-74 60 SPOT ELEVATION
XBIC S74 60 BACK OF CURB SPOT ELEVATION
xv\N $g3 j$ TOP OF WALL SPOT ELEVATION
X6l`N $g3 51 BOTTOM OF WALL SPOT ELEVATION
CONCRETE CURB & GUTTER
- -
PROPERTY LINE
❑
CATCH BASIN / CURB INLET
STORM DRAIN AND ENDWALL
SS
SANITARY SEWER
SANITARY MANHOLE
NCO
CLEAN OUT
W
WATER MAIN OR SERVICE LINE
OH/U
OVERHEAD UTILITY LINE
FIRE HYDRANT
GATE VALVE
c��'
POWER POLE GUY AND ANCHOR
CANOPY TREE TO REMAIN
RETAINING WALL
T/W 660.75 10' BUFFER '� B/W 651.51 1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED TO REPRESENT A
RIPRAP APRON 64g� / - - �1 BNV 653.61. Q BM/ 655.15 / .45 B/W 655.26 8 OAK /
BALANCED CUT / FILL CONDITION.
�6SD T/C 660.72 T/W 661.81 TM 662.54 / T/W 663.14 T1W 662.68 T/W 662.25 / 2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO
20 LF - 18" RCP 2.99% 2 - - - CO-2A 173 LF - 8" HDPE @ 1.00% - - - - ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
HW-1 - @ - z NOW 0/
\ yes - / 25 REAR YARD _ DI-7 3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND
\ � / BNV 650.52 - i SSE 1-11 PROPOSED 12 NYLOPLAST DRAIN RICHMOND HILL
T/W 660.37 TIC 660 A2 30 LF - 8" HDPE @ 4.12%
\ B/W 651.77 6 \ \ I / ��5 , - _ - - - -s5� (DB 7407/ ) _lO (_A � BASIN WITH PEDESTRIAN GRATE DB � LANDSCAPE AREAS.
\ - \ 1 / . ° T/C 660.30, I C66 6 - _ o �I' SEE DETAIL 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN
\ 6s� T/W 660.00 ° 2 I �� 66�g9 66% ,6663 , 663 663 TCE + -� V- LOT 21 _ /0 w w .
/ SF-2 / I ��c sic - - CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO
ACTUAL FIELD
TIC 659.73 ° .6607/ _ NV 65 .55
PROPOSED SCM ACCESS AND _ 3 °�
:.:::::.:....:. .
MAINTENANCE EASEMENT _ 66p I / o, .:..., .. .. . . �� ::.'., ::..::: .�u' : �� OAK 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH
„ :� :. .... � ::�� :..� ;: , : .•.:; � ... , 2 '1�1` �
6600s -654- o00 �17 LF - 15 RCP 662.51 G66 �^ �. ►� ?� ' : .:.......:.: .-. 8"OA
66 K PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL
o°' ��G� @ 2.00% �� 000' �a / - - - 32 _OAKS C14'OAK
PROPOSED TREE - F�'':•;r• ,tom 6 "OAK REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
_65 , SEE ARCHITECTURAL PLANS PROPOSED 220 LF 8" HDPE 12"OAKS
PROTECTION FENCING W - \V - - TIC 661.41� I , FOR DOWNSPOUT DETAILS @ MIN 1.0% SLOPE 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
SEE DETAIL 12"OA1 \6 - Tj 5y -660- r /I\8;'PIN� 7. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE
sS 6S9 51 LF - 15" RCP Doll (0^`'6 CB-4 C I6j 8p I ^ 6 II �'' '� lib FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
C7 0 o rn �.. I �� oti�c PROPOSED 37 LF 6" HDPE 1. 6, 14 "OAK n j�
@ 2.00% G G N 0 _ _
- ,T �� I I 6 TIC 663.01 coy `a MIN 1.0% SLOPE r B/W 661.42 0 \ - - CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
6 / 10' ,� ° @ _ - - 661 2 ( I 6 \ y 6 OAK "STD."
S6. \ C7 <<g 663.01 ^M -0 TNV 662.80v ��� vo m 8. ALL STD. NUMBERS REFER TO THE NCDOT OR UNION COUNTY STANDARDS.
6 �" \ U' _ 9. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
goo / m z (3) -� - _
/ T/W 659.07 �- IIIIIIII ADA RAMP °� ^ �661 �- : m �' 10. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPE AND INVERTS AND
B/W 656.25 0�0 oa^ �^ `ems; SEE DETAIL �� o����L Y� - - s�°2i� o �// ­zz�� o
I s63 (-oM . RTER PROPOSED DAYCARE - FFE - 663.25 ' 10'PINE� v �II7i SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
C>,o o� . `::.: `O.. - 2+ '` :; •/I�• �'12"CEDAR - 11. MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4" /FT.
� I 662 m- �m
�� - ��`� I �� I �QB '� 93 i _ , 663 ..' \� \ '" 138.
M - -- 16 "OAK S14 02'34 "W 12. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. W/ OUT ADDITIONAL STABILIZATION MEASURES AND PRIOR
TIC 663.01 c(9),
R R d�
? APPROVAL.
PROPOSED 35 LF 6" HDPE - _ ;` D 10. "OAK LINE PER PC I/705
I663.01 o �64.( ) 13. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
0 6� -u @ MIN 1.0 /o SLOPE , M 12 "OAK
6
_ - cfl '� <�ii:y .. CONDITIONS WARRANT OFF -SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
14 "P11 ro ��� PROPOSED DOWNSPOUT I �: 6:... 12 "CEDAR. ' �� 12 OWNERS.
o� oti w _ 0 E 138
CONNECTION (TYP) 66 . 0 24 0
J / G� o°o 66 I I r °l^ SEE DETAIL 4 PROPOSED 178 LF 8 HDPE - oo N1 E PER DB 14. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
o MIN 1.0% SLOPE 6° 03 REBAR ON
�„ I ��, I _ ��� Tics I I w ° ^ / @ .:: ° /rn/ lAln) A IDD A 0C-AI _ A o 67171554 WATERTIGHT.
D / BM 658.99 � �-
n ( O 626� FgJTURE t5' o) / 1 1 1 66'? I PROPOSED 12" NYLOPLAST DRAIN 15. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
/ ��/ �i I FRIDNT YM - % 663? 663? 663 663 �'i BASIN WITH PEDESTRIAN GRATE
\ T/W 660.00 -C66 6g3 BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL
o SEE DETAIL BE LABELED "STORM SEWER".
QC3I I _ °o / _
DI 5 6
r 6 0 DI 7A WELL
°
0
6
C - _ .: .:` �:::.' .:. :.� ..:•. 6 16. RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN NOT THE DEPRESSED ELEVATION AT
s .6°3 V89 l3 W 6633 W 3 W 3: HOUSE
Q / 66z84 I „�I 3 6 6 os 12„ o M NOW OR FORMERLY- n n n n n (9
0/ / y - 6 0 �F - z THE INLET.
66 \-^.,9 S / HDPE @ 1.00°� 662 FFE �� FANNY CORER MARTINEZ 17. ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT COMPACTED STRUCTURAL
/ 660 - < - < - - < - I I 662 00 DB 6 717 554
/ 61 6, FUTURE � �o DI-6 FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY MATERIAL COMPACTED TO THE STANDARDS OUTLINED
660fill) 6 ,/ 662663 -cr R 665 R 666= 3° ' R/W RAN 663 R 00
-�gg4-�o 66577 -\\Cl �o6h o`'^° ^^ 664 IN THE SPECIFICATIONS.
r PRC`POSED GRASS SWALE TIC 3 B NCHMAR
8"OA 66020 66311 � `���^ 665 IN PP 7 ssss� 18. RCP PIPES SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED.
666
T ..
5.57 .24 19. ALL STRUCTURES AND GRATES SHALL BE COMPLIANT WITH THE MOST RECENT NCDOT STANDARDS AND BE
1 `L
0
6 6 6 Tj 6_
n E GW PP 648 C6 s i-66 ti-� G6 G6 , „ TRAFFIC BEARING AND RATED HEAVY DUTY, UNLESS LOCATED OUTSIDE OF A PAVED AREA.
P \ - o �� T�css SS° ADA RAMPS 66` ���� �� 665 20. RETAINING WALL TO BE SEGMENTAL WALL. CONTRACTOR TO SUBMIT STRUCTURALLY ENGINEERED PLANS TO
�i 66 \ ��a664_ - �\ ss�, SEE DETAIL ��G 665 - - THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION.
- -GAS�� -664 -666 S GAS GAS - - G 9i_ GAS 21. UNDERDRAINS SHOWN ARE FOR PLAYGROUND AREA.
22. ALL HDPE PIPE SHALL BE ADS N12 TYPE S OR APPROVED EQUAL.
23. PROPOSED UNDERDRAIN SYSTEM TO BE COORDINATED WITH SYNTHETIC TURF MANUFACTURER AND/OR
CD
> � . . ...................... .... .. � - sue.. .......................... �- - �-' -
SUPPLIER.
PROPOSED SCM ACCESS AND
a D
MAINTENANCE EASEMENT
24. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED
> P F0 BLIG RlTA . PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE
i,
PER. MO U ENTA.T M lON
CP. CP
POSTED sPE D .= 4s.MPl� CONSTRUCTION PROCESS FROM REMOVAL DESTRUCTION OR INJURY. BEFORE ANY EXCAVATION TAKES
0
E
DESISN SRE D 50 MPH.
6 �..
� .. N.1.7 46 .DB..E ..356.90 .. �
PLACE ON THE SUBJECT SITE A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES
70 _ _ - - _ T T T T SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN
---L T -� T T -T- T T _T T T T
- - - - i - - THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR.
'n - -_W ono W W_ N� - - - --_W 1� - W W Tv - - T� W CON r - - REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS.
O _ - - \ T T T r / - TEL - - - - DRIVEWAY - _ 25. THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE.
LIl OE OE o� E OE OE OE Q� - / - -0E - - Know what's below.
Call before you dig.
NORTH CAROLINA
/ \ ONE -CALL CENTER INC.
DIAL 811 or1-800-632-4949
I 2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
C;
AA � arauP
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
11/20/2019
FIRST COUNTY SUBMITTAL
2/14/2020
SECOND COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY: -
CHECKED BY: TIC
ISSUED BY: SC
DRAWING TITLE:
FINAL GRADING
PLAN
DRAWING NUMBER:
C500
Copyright 2019 CES Group Engineers, LLP

TELE
00
1
\
I
Lj
GRAPHIC SCALE
�\ I T 20 0 10 20 40
EX SSMH 15A
MH ll 12691
(1640.26
V.• RIM: 650.76
( /N O T.• 640.11 Wm> LF ( IN FEET)
1 IN
= 20 ft.
�- S
INV- (DO)
640.76 /
\ / EXISTING
/ \ 850
r
REBAR /
(FOUND /
BENT)
❑
-,TELE - ® WM
CO NOTE: WATER LINES
RIM: 655.L. IN
82 UNTRACEABL
DB 5373 203
/� o�OG��� \ INV.•f644.6 THIS AREA
�
— L 0 T 22, PC 11705 TCE J ,�� \
(DB 7407165)
20OAK
— —644'
7 OAK \\�L �6 „OAK
___645 -7"OAK `\ 12"OAK 6 'OAK
\ _ — 4 "OAK /
\ \ ANGLE IRON -646� - — — _
(FOUND) ��---_ —652--- 7'OAK /
\ N. C. S. P. C. 647 REBAR.
\ _ _ N: 456, 771.76 — (FOUND) ° ,� — — — 655 — 14 "OAK
E.• 1, 469, 400. JO _ --10' OAK \ 12'/10"OAK S 18 10 06 W 290. 74- — — 8'10 "OAK
\ CF: 0. 99985572 �` 648 / / 8 "OAK -�-- AXLE 12 "OAK
\ _ (73.36)� / / / .65 /5 'OAK 217.38- — -14 "OAK- _ _ — _ — _ (FOUND)
/1 _ i / / ) 8 "OAK — \8 "OAK / 649- — 10 �FER '"�
\ I .......... ......... /
/ CO-2A . . / y . //. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DI .7.
\ \ H / / . . . . . . . . . . . /. �. �. .— .— . —. — /
- � ............... — .— z -NOW OR FORMERLY-
.
,..... 25 REAR YARD ........ 3 SSE... .
rn`� .. 66 663 / RI CHMOND HILL DEVELOPMENTS LL C
\
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BASIN DRAINAGE AREA BOUNDARY
INLET DRAINAGE AREA BOUNDARY
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ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.
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11/20/2019
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2/14/2020
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DRAWING REVISIONS
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REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
AREAS
DRAWING NUMBER:
C600
;opyright 2019 CES Group Engineers, LLP

FRAME GRATE AND H00D GENERAL NOTES:
BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT.
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SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS
OF
BOX AND
PIPE
COVER
DIMENSION
CU.YDS. GONG. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT. CONC.
FOR MINIMUM
HEIGHT.
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
12"
3'-0"
2'-2"
--
--
2'-9"
--
--
--
--
--
--
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0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
V-2"
4' 0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3'-2"
4
1'-8"
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3
2'-11"
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1.738
0.180
0.243
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5'-0"
5'-9"
2' 0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
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0.352
2.052
0.235
0.317
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6'-3"
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3'-2"
4
2'-10"
5
2'-11"
3
12'-11"1
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10.386
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0,297
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840.16 FRAN
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GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1"
DRAWING NOT TO SCALE.
MAX. PIPE THIS SIDE - 18" m
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
I WIDTH
MIN. HEIGHT
D
A
B
H
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C.M.
R.C.
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3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
1 0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
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SECTION G-G
2'-31/4"
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CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
11/20/2019
FIRST COUNTY SUBMITTAL
2/14/2020
SECOND COUNTY SUBMITTAL
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PROJECT NO:
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DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
REVISED BY:
CHECKED BY: TC
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
DETAILS
DRAWING NUMBER:
C1
2mO
copyright 2019 CES Group Engineers, LLP

7
0
c
a
a
FILTER
SECTION 'A -A' FABRIC
La = THE LENGTH OF THE RIPRAP APRON.
d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"
STR #
d0
d 50
dmax
THICKNESS
La
3d0
OUTLET
WIDTH
H W-1
18"
0.5'
& 75'
1.125'
10'
4.5'
1 1.5'
USE THIS FOR UPSTREAM
FILL RIPRAP BETWEEN PIPES
NOTES:
1.INSTALL A GRADED GRAVEL LAYER OR A SYNTHETIC
FILTER CLOTH BETWEEN THE RIPRAP & SOIL FOUNDATION.
2. ENSURE THAT RIPRAP CONSISTS OF A WELL -GRADED
MIXTURE OF STONE, LARGER STONE SHOULD
PREDOMINATE, WITH SUFFICIENT SMALLER SIZES TO FILL
THE VOIDS BETWEEN THE STONES. THE DIAMETER OD THE
LARGEST STONE SHOULD BE NO GREATER THAN 1.5
TIMES THE d50SIZE.
3. SELECT STONE FOR RIPRAP FROM FIELD STONE OR
QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR,
& HIGHLY WEATHER -RESISTANT. THE SPECIFIC GRAVITY
OF THE INDIVIDUAL STONES SHOULD BE AT LEAST 2.5.
4. ENSURE THAT THE SUBGRADE FOR THE FILTER AND
RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
SHOWN IN THE PLAN. COMPACT FILL REQUIURED IN THE
SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERAIL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY
INCREASING THE RIPRAP THICKNESS.
5. FILTER CLOTH, MUST MEET DESIGN REQUIREMENTS AND
BE PROPERLY PROTECTED FROM PUNCHING OR TEARING
DURING INSTALLATION. REPAIR ANY DAMAGE BY
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL
CONNECTING JOINTS SHOULD OVERLAP SO THE TOP
LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF
1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE
ENTIRE FILTER CLOTH.
& CONSTRUCT THE APRON ON ZERO GRADE WITH NO
OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP
AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING
AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH
THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT
SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
& IMMEDIATELY AFTER CONSTRUCTION, STABILIZE DISTURBED
AREAS WITH VEGETATION.
9. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS.
CES GROUP RIPRAP OUTLET PROTECTION
ENGINEERS, LLP (FLAT AREA NO WELL-DEFINED CHANNEL
STD. NO.
6.41 c
ACE PER SITE PLAN
PEA GRAVEL WRAPPED
IN SOIL FILTER FABRIC
21 8" PERFORATED UNDERDRAIN
PLAYGROUND UNDERDRAIN DETAIL
NOT TO SCALE
REVISIONS
MODULE NOTES
REVISION DATE REV BY DESCRIPTION OF REVISION
TYPE QUANTITY I HEIGHT
1 1014119 JSA ADDED PIPE INVERT ELEVATIONS.
B 1 6'
2 10/10/19 JSA ADDED TYPICAL ELEVATION VIEW.
Bl* 1 6'
3 12120/19 JSA UPDATED WEIR ELEVATION AND SAND AREA.
Cl* 1 6'
Fl 1 6'
Q1 1 6'
St* 1 6'
TOTAL 6
VOLUME= 1,361 CUBICFEET
06" PERFORATED PVC UNDERDRAIN
LEGEND:
INDICATES PRETREATMENT MODULES
As = 315 SF
OUTLET CONTROL WEIR.
INDICATES SAND FILTER MODULES
SUPPLIED OLDCASTLE INFRASTRUCTURE.
STORMCAPTURE MODULES BY OLDCASTLE INFRASTRUCTURE.
INSIDE DIMENSIONS: 7' W x 15' L x 6' H, SYSTEM INVERT: 651.00'.
Al = 298 SF
&
INSTALLED GROUTED IN PLACE BY OTHERS.
&
- - - - - - - - - -
- - - - - - - - - - - -
- - - - -
- -
MODULE DESIGNATION
INDICATES NON-STANDARD
/� MODULE SIDE WALL OPENINGS,
TI .
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f
-
Cl* SEE MODULE DETAILS �j
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I I
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- -----
T
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08" HDPE, o
I
INLET INVERT: 656.00'.
018" RCP,
OUTLET INVERT: 651.00'.
�I
I.4>
I
41? 1/
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L - - - - - - LiL
= -=
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08" HDPE,
INLET INVERT: 656.00.
- -Z J
11 - - - - - L J
L
i
i k
024" MANWAY ACCESS WITH DRILLED IN STEPS
I I I
015" RCP,
(TYPICAL 4 PLACES)
1 015" RCP,
INLET INVERT: 653.00'.
INLET INVERT: 655.00'.
DESIGN NOTES:
1.
DESIGN LOADINGS:
4'-3"--I
1 V-1l%"
A. AASHTO HS-20.44 W/ IMPACT.
B. DEPTH OF COVER =6"-6-0"(120PCFASSUMED).
48'-Q>' (INCLUDES)v4" GAP PER SECTION)
- PRELIMINARY -
C. ASSUMED WATER TABLE = BELOW BOTTOM OF PRECAST.
D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF.
NOT FOR CONSTRUCTION
E. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE).
F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALL PIERS, OR FOUNDATIONS.
PLAN VIEW
2.
CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI.
SCALE: 3/16" = 1'
Oldcastle Infrastructure
0.
3.
STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60.
ACRN coMRANV
4.
MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80.
S.
/�
/. C SPECIFICATION.
CEMENT: ASTM C-ISO SPECIFICATION.
EN SDD.STB.BBR ERTYtlOF OLDCASTLE
THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC.
6.
STORMCAPTURE MODULE TYPE = DETENTION/SAND FILTER.
NOTES TO REVIEWING ENGINEER:
IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR
7.
REQUIRED BASE LAYER DEPTH = NOT APPLICABLE.
1. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT
WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC.
COPYRIGHT® 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED.
8.
REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF. NATIVE SOIL SHOULD BE REQUIREMENTS (I.E. LIVE LOAD AND FILL RANGE). IF
DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR
STORMCAPTURE 0
LEVEUSCREEDED AND COMPACTED ADEQUATELY TO ALLOW FOR REQUIRED BEARING REDESIGN AND RE -PRICING.
CAPACITY.
2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS, SIZES, AND INVERTS.
SC2 Detention/Sand Filter System
9.
REFERENCE STANDARDS:
3. REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS.
customer.
A. ASTM C 890
4. UNLESS OTHERWISE NOTED, ALL PIPE SUPPLIED AND
INSTALLED BY OTHERS.
CES
B. ASTM C 891
&THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT. REVIEWING ENGINEER TO VERIFY THAT THE
Job Name:
® The Learning Experience - Waxhaw, NC
C. ASTM C 913
DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST. IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE
DATE SALES DRAWN ENGINEER CHECKED $ALES ORDER
10.
CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON IMMEDIATELY FOR REDESIGN AND REVISED PRICING.
9/30119 RS JSA JSA
STRUCTURE. ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM
6. THIS SYSTEM IS DESIGNED WITHOUT A CONTAINMENT MEMBRANE LINER. IF A LINER IS NEEDED PLEASE CONTACT OLDCASTLE TO
DRAWING NUMBER REVISION SHEET
STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING.
PROVIDE THIS OPTION IN THE FINAL DESIGN.
DP1P1to"' SCDD-1459-3-SC2 SFDT REV DATE 1 OF 2
- 12/20/19
IM
M
Cfl
co
29
659.70 - LOWEST
PROPOSED GRADE ABOVE
SAND FILTER
71
16
a°
a
a
a
a
TOP OF CONCRETE WEIR
°
ELEV = 656.30
a
° a
°
a °
°
a
a
6" PERFORATED SCHEDULE
40 PVC UNDERDRAIN PIPE
a
4 ROWS OF 3/8" PERFORATIONS PER ROW
a
4 ROWS PER FOOT.
1011X10" LAYER OF STONE AROUND
a
6" UNDERDRAIN PIPE WRAPPED
IN GEOTEXTILE FABRIC
°
4
a
a�
a ° a
° a
a °
a a a
SAND FILTER SECTION
NOT TO SCALE
657.58
657.00
656.30 -
TOP OF WQv
STORAGE
CLEAN WASHED "CONCRETE"
SAND FILTER LAYER MEETING
ASTM C33.
652.50
651.00
650.42
r RATED MANWAY ACCESS WITH DRILLED
COMPACTED FILL, SEE INSTALLATION GUIDE, PAVING/OVERBURDEN, BY CONTRACTOR, STEPS AND RISERS/GRADE RINGS AS REQUIRED TO GRADE.
BY OTHERS. SEE DESIGN NOTE 10.
STORMCAPTURE MODULES BY OLDCASTLE INFRASTRUCTURE.
SIDE ONLY.
bbd.08 MINIMUM
5' MAX COVER
IVA _q 6" MIN COVER
_►I�I�I�I���I�I��I�I�I�I�I�I�I�I�I�I�I�
3'-0"
III
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III
tl
III
III III
III
-III
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II II II
)III I I
6-D"
III -III
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3'-0"
IIII
III -III
EL: 652.50'
:..: ".
'. • � � .--'�-�-• �= �
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III -III
V_6"
III -III
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III
EL: 651.00'
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d a a a
e /"� d \-11' � a - d i�.\
2S
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a- 2S
EL: 650.42'
WRAP GEOTEXTILE FABRIC
V MINIMUM UP SIDES
06" UNDERDRAIN BY
OTHERS
STEPS INSIDE VAULT
INSTALLED BY OLDCASTLE.
04" TERMADUCT, TYPICAL.
OF SYSTEM."
GEOTEXTILE FABRIC,
SAND MEDIA BY OTHERS
NOTE:
SEE INSTALLATION GUIDE.
TERMADUCT INSERTS TO BE KNOCKED OUT AT
CONTRACTOR TO ENSURE ADEQUATE BEARING SURFACE
SPECIFIED LOCATIONS ONLY (BY OTHERS).
PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
SEE DESIGN NOTES 7 & 8.
TYPICAL ELEVATION
##" PERMANENT POOL DEPTH
SCALE: 3/8" = 1'-O"
NOTES:
1. ALL SAND FILTER MEDIA, DRAIN ROCK AGGREGATE, PIPE AND FITTINGS,
PROVIDED BY CONTRACTOR.
2. TERMADUCT INSERTS TO BE KNOCKED OUT AT SPECIFIED LOCATIONS
ONLY (BY OTHERS).
- PRELIMINARY -
NOT FOR CONSTRUCTION
ENGINEERS
PLANNERS
SURVEYORS
SCIENTISTS
CES Group Engineers, LLP
NC FIRM LICENSE #F-1240
274 N. Hwy. 16, SUITE 300
DENVER, NC 28037
T 704. 489.1500
www.ces-group.net
SEAL:
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SUBMITTALS
DATE:
PURPOSE:
11/20/2019
FIRST COUNTY SUBMITTAL
2/14/2020
SECOND COUNTY SUBMITTAL
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PROJECT NO:
7292 - 0819
DRAWING REVISIONS
NO:
REVISION DESC.
DATE:
DRAWN BY: SC
I REVISED BY:
CHECKED BY: TIC
ISSUED BY: SC
DRAWING TITLE:
DRAINAGE
DETAILS
DRAWING NUMBER:
C 1 201
Copyright 2019 CES Group Engineers, LLP