SW6190503_2017.0643 Rainbow Spout Springs NC PLANS_7/25/2019

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12" RCP INV. 329.84
SITE DIMENSION PLAN
N29*43'16"E
N60°16'43"W
STORM RIM 333.59
NW 12" RCP INV. 332.47
GRAPHIC SCALE
EXISTING 100' FEET OVERHANG
UTILITY EASEMENT
HARNETT COUNTY NOTES
"THIS DEVELOPMENT IS WITHIN THE FIVE MILE
MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE
SUBJECT TO MILITARY TRAINING ACTIVITIES."
"NC 24-87 IS ON THE HARNETT COUNTY
COMPREHENSIVE TRANSPORTATION PLAN"
/
/
/
/
SANITARY RIM 334.36
NE 8" PVC INV. 324.71
BEGIN RUN
I
■
■
TRAFFIC CONTROL & SIGNAGE
O1 DIRECTIONAL ARROW C4 (TYP.)
O HANDICAP PAVEMENT SYMBOLS C4 (TYP.)
O3 HANDICAP SIGN 13
C4
O4 24" WIDE WHITE STOP BAR (TYP.)
O5 PAVEMENT STRIPING (4" WHITE) (TYP.)
O
4" DOUBLE YELLOW LINE
O7
30" STOP SIGN (R1-1)
O
MONUMENT SIGNAGE -ONLY SHOWN AS REFERENCE, IT WILL BE
PERMITTED AND SUPPLIED BY A SEPARATE VENDOR
- ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION.
- WORK DONE WITHIN CENTENNIAL PARKWAY R.O.W.
SUBJECT TO NCDOT REVIEW AND APPROVAL.
SITE NOTES
El 16
HANDICAP RAMP C4
SIDEWALK RAMP 9
C4
�3 VALLEY GUTTER 18
C4
�4 6" CURB 5 (TYP.)
C4
❑5 MONOLITHIC CURB AND SIDEWALK 6
C4
lfl CONCRETE SIDEWALK $
C4
-)
El DUMPSTER ENCLOSURE 1
C4
lfl CONCRETE APRON 7
C4
BOLLARD 4
C4
10 ASPHALT PAVEMENT 10
C4
11 RAIN GARDEN
12 DRAINAGE STRUCTURES
13 TRANSFORMER PAD
14 LIGHT POLE
15 BIKE RACK 1
C1
16 5' HIGH BLACK VINYL COATED CHAIN LINK FENCE (TYP)
16A FENCE GATE
17 PROPOSED RETAINING WALL (TO BE DESIGNED BY OTHERS)
18 PLAY GROUND EQUIP. WITH SOFT SURFACE AREA SHOW HEREON BY
OTHERS, REMAINING PLAY AREA INSIDE FENCING TO BE SOD
(REFERENCE SHEET LI.) EXTERIOR RECTANGLE REPRESENTS SUB -CUT
LIMITS,
19 HVAC ENCLOSURE W/4' HIGH BLACK VINYL COATED
CHAIN LINK FENCE (TYP)
15
20 DETECTABLE WARNING C4
21 SPLASH PAD WILL CONSIST OF 4" THICK CONCRETE
SLAB W/SUMP IN THE CENTER. LAYOUT NOT SHOWN
HERE, FOR CLARITY COORDINATE W/OWNER
22 ABOVE GROUND GAS TANK. FOR SPECIFIC EQUIPMENT
SIZE/TYPE PLEASE REFER TO ARCHITECTURAL PLAN
SET.
23 24' CROSS ACCESS EASEMENT
REFER TO SHEET CO FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS.
lbffERPLAN..l
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
P-0215
604 COURTLAND STREET
SUITE 100
ORLANDO, FLORIDA 32804
PH 407.645.5008
FX 407.629.9124
SEAL;
THIS DOCUMENT IS "NOT FOR CONSTRUCTION"
UNLESS THE ARCHITECT OR ENGINEER'S
SIGNATURE AND SEAL APPEAR BELOW.
oQ,�N CA/3�<
..-oF�Jb4�"-V�igned
Q by Stu�ar#
gSA,pM5erson
04Ui�:
201 c �
-04'00
A. A
STUART ANDERSON, P.E.
N.C. REG. #040659
0917Zo [] 7_�ia.�
\���oPe,UHITECTVg9lC�C� ;
51613
'0'L�9TH
4<ANDO,
10 6-27-19 NCDEQ COMMENTS
9 4-29-19 UTILITY COMMENTS
3 6-11-18 COUNTY COMMENTS
2 5-8-18 COUNTY COMMENTS
1 2-15-18 QA/QC
NO DATE REMARKS
REVISIONS
I<INDERCARE
LEARNING CENTER
C-PROTOTYPE
95 CENTENNIAL PARKWAY
SPOUT SPRINGS, NC 28326
PROJECT NO; 201 7.0643
DATE; 2/12/18
cl
SITE DIMENSION PLAN
CHECKED; DM DRAWN; JFH
U

RETAINING WALL (DESIGN
BY OTHERS)
INTERPLAN
SITE GRADING PLAN
15" THICK NCDOT
CLASS "A" RIPRAP
" REBAR FND. PAD
1 "= 20'
EXIST. GRADE
NTS
■
■
■
15" THICK NCDOT
CLASS "A" RIPRAP
PAD
CONTROL
ELEV. 330.00
ORIPRAP APRON DETAL
EDGE OF
PAVEMENT
4.54.5'
AA---I--11A
PROVIDE
EROSION
PROTECTION
AT END 6» 5' [6„
OF FLUME
(CRUSHED CONCRETE OR RIP RAP)
OCURB FLUME
0
i•»r_lII
6" 59 6"
Ll
9"r 6"j
SECTION A -A
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
P-0215
604 COURTLAND STREET
SUITE 100
ORLANDO, FLORIDA 32804
PH 407.645.5008
FX 407.629.9124
SEAL:
THIS DOCUMENT IS "NOT FOR CONSTRUCTION"
UNLESS THE ARCHITECT OR ENGINEER'S
SIGNATURE AND SEAL APPEAR BELOW.
�N CARp',
90, �yg:ned
_ Q by StLiat#
SAhdersor
/ 04@a: _
2019.07•:e.-
NTS Gy �N�flr'00'
' A. AN��
TOE OF SLOPE/BOTTOM OF SWALE
WALL (TO BE DESIGNED BY OTHERS)
ELEV.
. 330.00
NTS
DRG015.DWG
NTS
STUART ANDERSON, P.E.
N.C. REG. #040659
CORPORATE SEAL:
"'01 1 11 1111/ "',
?,PLAN, A
�� oPeUHITECTVR• <0'
51613:
R<gNp,III it
10 6-27-19 NCDEQ COMMENTS
9 4-29-19 UTILITY COMMENTS
8 8-8-18 HCDPU COMMENTS
2 6-11-18 COUNTY COMMENTS
NO DATE REMARKS
REVISIONS
KINDERCARE
LEARNING CENTER
C-PROTOTYPE
95 CENTENNIAL PARKWAY
SPOUT SPRINGS, NC 28326
PROJECT NO: 2017.0643
DATE: 2/12/18
C3
SITE GRADING PLAN
CHECKED: DM DRAWN: JFH
U

NOTE:
FABRICATED FITTINGS ARE AVAILABLE IN TEES,
WYES, REDUCERS, 450 BENDS.
WATERTIGHT (Wi) JOINTS SHOWN. SOIL -TIGHT (ST)
FITTINGS ARE ALSO AVAILABLE.
BUILDING
FACE
NYLOPLAST CLEANOUT END CAP
ADJUST GRADE PER ENGINEERS DOWNSPOUT ADAPTER
/
, >
PLAN INSERTED IN RISER
IN
3?
PIPE
FINISHED GRADE
•� �•
`
FABRICATED HDPE
ST DBL. MITER 900
«• • • ••'
BEND
FABRICATED HDPE ST
'
,j^. • i
45° WYE
.,
INSERT INJECTION MOLDED, FABRICATED HDPE
• '�: �
' • j'
GASKETED SPIGOT BY ST DBL. MITER 900
BELLREDUCER BEND
•°
Wi BELL -BELL
`• ,
COUPLER(TYP)
�..��.
• •t
'• ti. �
EL. 334.50 EL. 334.50
d d b d 4 a
3"x6" RECT.
I I ORIFICE RETAINING WALL TO
BE DESIGNED BY
I d EL. 333.25 a OTHERS
d
3" 0 u. °
d ORIFICE
EL. 331.00 12" HDPE
EL. 330.00 �2t
49� ° d
EL. 329.50
'd . d °'° d . d
ed, .
c` FILL WITH GROUT ° RIPRAP APRON
HDPE PIPE (TYP.) •'+•j i• - TO EL. 330.00 SEE DETAIL "B"
14 // \ PLAN VIEW FRONT VIEW SIDE VIEW SHEET C3
28
D DOWNSPOUT AND CONNECTION NTS 41 /
I�
�v
24
OUT ILL CONTROL STRUCTURE (CS-1) NTS
= ��h � � � � \
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<<q 16 ,
26
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00
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° 26 19
25 °.
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27 Al 25 25 11
d a.'
d\
29 d
26 �
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25 V �l
QjO 25 27
D
A)) • �� • ° I /\\
D. Q A�) \
4 25
10
d `V 25 t
25 I �
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25
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\ 26 9
3 d a 25 \
u �
d
Q
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4 d
Ll
d
I L rl%ur, IIV V. JLZj.O`t
NORTH
20 0 20 40
GRAPHIC SCALE
SITE DRAINAGE PLAN
STORM RIM 333.59
NW 12" RCP INV. 332.47
1 "= 20'
� 7
REFER TO SHEET CO FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS.
BURIED LMLMES NOTE
BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION
BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES
AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON
THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING.
USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND
CONTACT NORTH CAROLINA 811. DIAL 811 OR 1-800-632-4949
FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO
EXCAVATION OPERATIONS.
DRAINAGE STRUCTURE TABLE INTERPLAN
INLET #1
NYOPLAST YARD DRAIN ARCHITECTURE
GRATE ELEV. = 333.50 ENGINEERING
INV ELEV. (SE) = 331.55 INTERIOR DESIGN
52 LF 12" HDPE @ 0.43% PROJECT MANAGEMENT
�3 INLET #2 P-0215
NYOPLAST YARD DRAIN
GRATE ELEV. = 333.50
INV ELEV. (NW) = 331.33 604 COURTLAND STREET
INV ELEV. (SE) = 331.33 SUITE 100
4❑ 60 LF 12" HDPE @ 0.43% ORLANDO, FLORIDA 32804
PH 407.645.5008
FX 407.629.9124
INLET #3
NYOPLAST YARD DRAIN SEAL:
GRATE ELEV. = 333.50 THIS DOCUMENT IS "NOT FOR CONSTRUCTION"
INV ELEV. (NW) = 331.07 UNLESS THE ARCHITECT OR ENGINEER'S
SIGNATURE AND SEAL APPEAR BELOW.
INV ELEV. (SE) = 331.07
83 LF 12" HDPE @ 0.31 % ; ` ` �N CAR
�7 STORMWATER MANHOLE #1 �Q�o I.-y�l�ne
by Start
ST YARD DRAIN 04
GRATE 8� g
GRATE ELEV. = 333.50 rsotl
U {'
INV ELEV. (NW) = 330.81
INV ELEV. (NE) = 330.81 =,�(�' .F,VG20�07
A. A
�8 68 LF 12" HDPE @ 0.38%
9❑ INLET #4 STUART ANDERSON, P.E.
STORMWATER INLET N.C. REG. #040659
GRATE ELEV. = 334.98
INV ELEV. (NE) = 330.55 CORPORATE SEAL:
INV ELEV. (SW) = 330.55
INV ELEV. (NW) = 330.55 �ApLAN
10 86 LF 18" HDPE @ 0.21 %
oPPGHITECT�g9lc`OO
11 INLET #5 _ 51613
STORMWATER INLET =
GRATE ELEV. = 334.72
INV ELEV. (SW) = 330.37 �% ' .......
INV. ELEV. (NE) = 330.37 ''�R�AND0,
INV. ELEV. (NW) = 330.37
12 119 LF 18" HDPE @ 0.25%
13 INLET #6
STORMWATER INLET
GRATE ELEV. = 334.49
INV ELEV. (SE) = 330.68
INV. ELEV. (SW) = 330.68
14 63 LF 18" HDPE @ 0.40%
15 MES INV. EL. 330.00
16 17 LF 10" HDPE @ 1 %
17 INLET #7
STORMWATER INLET
i GRATE ELEV. = 333.50 AINV ELEV. (SW) = 330.25
18 16 LF 18" HDPE 0 0.21%
19 STORMWATER MANHOLE #2
RIM ELEV. = 334.90
INV. ELEV. (SW) = 330.33
INV. ELEV, (N) = 330.33
20 31 LF 18" HDPE @ 0.21 %
21 CONNECT TO STORM DRAINAGE CHAMBERS AT EL. 330.25
21A UNDERGROUND RETENTION SYSTEM (SEE SHEET C3.3)
22 10" MES INV. 333.50
10 6-27-19 NCDEQ COMMENTS
9 4-29-19 UTILITY COMMENTS
23 15 LF 10" PVC 8 8-8-18 HCDPU COMMENTS
5 6-25-18 NCDEQ COMMENTS
Z NO DATE REMARKS
24 OUTFALL CONTROL STRUCTURE
C3. REVISIONS
1
25 CONNECT TO BUILDING @ ELE. 332.00
PER DETAIL ON THIS SHEET
26 8" PVC 0 MIN 1.0% SLOPE v v
27 8" CLEAN OUT
I 28 15 LF SPREADER SWALE ,UnderCaw
LEAJMMG CENTERS
29 CONNECT TO SPLASH PAD nde are
AT INV. 332.00 NOR U C A r 1
30 119 LF 18 HDPE @ 0.25%
KINDERCARE
NOTE: LEARNING CENTER
CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION,
MATERIALS AND PIPE SIZE BEFORE CONSTRUCTION BEGINS.
C-PROTOTYPE
CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT 95 CENTENNIAL PARKWAY
THE POINT OF CONNECTION OF EXISTING STORMWATER SYSTEM.
WHEN ANY ROOTS OR EXISTING TREE ARE ENCOUNTERED DURING SPOUT SPRINGS, NC 28326
LAND CLEARING AND/OR GRADING OF THE SITE, THE ROOTS MUST BE
CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THE PROJECT NO; 2017.0643
CONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING DATE; 2/12/18
TREE ROOT SYSTEMS.
C3ml
SITE DRAINAGE PLAN
� OL I E
CHECKED; DIV DRAWN; JFH

INTERPLAN
30"0 BULKHEAD Cl
30"0 BULKHEAD D1
30"0 BULKHEAD E1
30"0 BULKHEAD F1
30"0 BULKHEAD G1
STUB INFORMATION
SYSTEM
PIECE
STUBINVERT
INVERT
10" PJ STUB B2
331.00
33025
RISER INFORMATION
SYSTEM
PIECE
RIM ELEV.
INVERT
24"0 RISER J1
340.00
33025
126'-6"
C
K
K
K
K
D
K
K
K
K
Q
w
A
Q
E
K
K
K
KCie
m a
`. w
F
K
K
K
K
o
G
K
BAND, TYPICAL
SEE DETAIL SHEET C3
K
H
J
MAINTENANCE BASIN
25 6"
24" PJ RISER J1
29'-6"
B
30" PJ Bl
w/ 10" PJ
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED
(#) PAGES INCLUDING THE FOLLOWING:
PIPE STORAGE = 3,148 CF
MAINLINE PIPE GAGE = 16
WALL TYPE = PERFORATED
DIAMETER = 30"
FINISH = ALT2
CORRUGATION = 2 2/3x1/2
CUSTOMER DATE
PIPE STORAGE: 3,148 CF
STRUCTURAL BACKFILL STORAGE: 1,747 CF
TOTAL STORAGE PROVIDED: 4,895 CF
LOADING: H2O
PIPE INV. = 330.25
KEY
7 7� PERFORATED
SOLID
WEIR DETAIL
NOT TO SCALE
331.50'
NOTES
LKHEAD B1
STUB B2
• ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
• ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED
BY THE ENGINEER OF RECORD (EOR) PRIOR TO RELEASING FOR FABRICATION.
5' • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998.
• ALL RISERS AND STUBS ARE 22/3" x %z' CORRUGATION AND 16 GAGE UNLESS OTHERWISE
NOTED.
• RISERS TO BE FIELD TRIMMED TO GRADE AS REQUIRED, BY CONTRACTOR.
• QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO
EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL
INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF
ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR.
• ALL ACCESS CASTINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT
SUPPLIED BY CONTECH.
TM1e design and information shown on ibis drawing is provided
�asaserice"the
PROJECT No.:
SEQ. No.:
DATE:
p,olect owner, engineer and contractor by
Co.,ec1,zg.eered Solub.-LLC("Co.,e ). Neither ibis
-`
�\I�
/ I%_�ITCAIJ
30"0 PERFORATED UNDERGROUND RETENTION SYSTEM - 593240-010
593240
0,0
8/v2018
( drawing, nor any part thereof, may be used, reproduced o,
a
modified in an m ,without the ,® written consent of
,
C .► NTECH
. r-_w
�� ,�` ` = =
, 4 _
DESIGNED:
DRAWN:
t
G..,ec h. xp,e emcomply isdo.e a„he use,'so-NIN and
Con,ecM1 exp,esslY disclaims any liability or responsibibty for
such..
ENGINEERED SOLUTIONS LLC
CMP DETENTION SYSTEMS
RAINBOW CHILD CARE CENTER (SPOUT SPRINGS)
DRA
AGB
panties vv von w
l,ed, be,vmen,M1esu liedi.mrma,ionu
www.ContechES.com
CONTECH
CAMERON, NC
CHECKED:
APPROVED:
[_ me draw;. is basetl and actual fieldco.ditions are encountered
g .ed
s site work ro sses ,M1ese discre antes must be re r,ed
Sa v g,e v vn
7037 Ridge Road, Hanover, MD 21076
CONTRACT
�
DRA
DRA
,oCo.,ecM1 immedia,efy fo„esval. a,io. o„M1e design Co.,ecM1
866-740-3318 410-796-5505 866-376-8511 FAX
DRAWING
SITE DESIGNATION- D S NATI N: UG S G O
SHEET NO..
ac cc ei.i�bimaio.rappgliedbyome,s'nssing, incomplete or
AR
DATE
REVISION DESCRIPTION
BY
Cl I of 4
CONNECTION DETAIL
7 1/2" TECHCO SHOWN - MAY VARY
TECHCO BAND ANGLES
1/2" DIA. BOLT
RISER
EXTENSION
FLAT BAND SHOWN,
MAY VARY (NO
GASKET)
MAINLINE
PIPE
WELEVATION VIEW OF CMP & RISER
ED 0 0
F f�
to -
0
N
PLAIN END CMP RISER PIPE
GENERALNOTES:
1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT.
2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.42.4.
3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL.
4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT.
5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
• 12" THRU 48" 1-PIECE
• 54" 2-PIECES
6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED.
7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS.
8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES.
12" RISER BAND DETAIL
NOT TO SCALE
12-1/8..
10-1/4"
HUGGER
SINGLE BAR, BAND
BOLT &STRAP (SBBS)
ffmCC� �I I �111 I I I I I I CI
NO GASKET
CONNECTION DETAIL
(SBBS)
2 2/3"x1/2" RE -ROLLED END HEL-COR PIPE
GENERAL NOTES:
1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.42.4.
2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY.
3. BANDS ARE SHAPED TO MATCH THE PIPE -ARCH WHEN APPLICABLE.
4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
• 12" THRU 48" 1-PIECE
• 54" THRU 96" 2-PIECES
• 102" THRU 144" 3-PIECES
5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2-2/3"x,/2"
7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE).
H-12 HUGGER BAND DETAIL
NOT TO SCALE
The design and information shown on this drawing is provided
-ce,o t prolec, owner, engineer and contractor by
Conte hEnginee,ed SOluhons LLC ("Con,ecM1"). Nei,M1er,M1is
drawing, nor anv p .t thereof, may be used, reproduced or
moaiNea i. anv manner wi,M1o., the v,e, written co.sem of
G..-hFaimraI. yd-I.-..yeaubeuserp.-NIskam
Co.,ech exp,esslY disdaims anY babibty or resposibility for
#
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C ��►,NTECH
ENGINEERED SOLUTIONS LLC
A��I%uTCAIJ
�-_
�,,►,�` `_
CMP DETENTION SYSTEMS
30" PERFORATED UNDERGROUND RETENTION SYSTEM - 593240-010
RAINBOW CHILD CARE CENTER (SPOUT SPRINGS)
PROJECT No.:
593240
SEQ. No.:
010
DATE:
8n/zo,8
#
#
#
#
DESIGNED:
DRA
DRAWN:
AGB
#
#
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#
-1, u-.
CONTECH
CONTRACT
DRAWING
CAM E RO N N C
SITE DESIGNATION: UGD
CHECKED:
DRA
APPROVED:
DRA
I, discrepancies be,wee. the s.vvbea mm,matio..po. wmcn
med,a is basedad-ual,etl-.daes are e.coume,ed
s site work pmg,esses, these disc,eva.cesms, be,epo„ed
,o Co.,ech Immediate for re�valua,io. o .g, si .. Con,ecM1
M g
�aemei�imbmzoompp9 byM e,s mssmg, mcomvle,e o,
Com
7037 Ridge Road, Hanover, MD 21076
#
#
#
#
866-740-3318 410-796-5505 866-376-8511 FAX
SHEET NO.:
C3 OF 4
AR
DATE
REVISION DESCRIPTION
BY
i
c
i
LIMITS OF
REQUIRED
BACKFILL
12" SEE TYPICAL
BACKFILL DETAIL
NOTES
TYPICAL SECTION VIEW
NOT TO SCALE
2 2/3" x 1/2" CORRUGATION - STEEL AND ALUMINUM CMP
EDGE SPACING EQUAL ON BOTH SIDES
0 0 0 0 o typo 0 0 0 o 0 o o 0
TYP.
D r COIL WIDTH
~ OPEN AREA = 3.76 SQ. IN. / L.F.
NOTE:
ALL HOLES ARE 3/8" DIAMETER AND ARE NOTED AS "CLASS 2
PERFORATIONS" PER AASHTO M 36 AND ASTM A760, B745.
EXFILTRATION AREA
STANDARD PERFORATION PATTERNS
APPROXIMATE AREA PER LINEAR FOOT OF PIPE
CORRUGATION PATTERN
PIPE
2 2/3" x 1/2"
3" x 1"
5" x 1"
ULTRA FLO
30" PJ
29.5 SQ. IN.
32.7 SQ. IN.
32.3 SQ. IN.
NOTES-
1 - GAGE AND COATING LIMITATIONS APPLY. 5" x 1" IS NOT AVAILABLE IN
ALUMINUM.
2. ALL DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
TYPICAL PERFORATION DETAIL
TM1e design and information show. on drawing is provided
e to ,he prolec, owner, engineer and c Ne,acmr ,y
d,.,.g, ngin.y tffie f,LLC ("Co.,ech"). Neimer,M1is
drawing, nor anv va„ mereo,, may be sea, rev,oa.cea o,
mom,ea i. anv manner wamm me p-, written consent of
Co., 1, FZII.,eI.-ply is done a, the user's own risk and
Co0ec1, ex p,esslr d isclai ins any liability or ,espo.s NIN, for
If discrepancies been the suppled information upon winch
the drawing is based and actual field -.6-are encountered
s site work progresses, these discrepancies must be reported
to Con,ec1, immediately for r­ua,an of,M1e desgn_ Con,ec1,
cepis.o Iiabihly for desgns based on missing, incomple,e or
carafe information app- by others
TEMPORARY COVER FOR
CONSTRUCTION LOADS
HEIGHT OF
COVER
NOT TO SCALE
C NTECH®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
7037 Ridge Road, Hanover, MD 21076 CONTECH
CONTRACT
DATE REVISION DESCRIPTION BY 866-740-3318 410-796-5505 866-376-8511 FAX DRAWING
FINISHED
GRADE
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAYTRAFFIC.
AXLE LOADS
PIPE SPAN,
INCHES
(kips)
18-50 50-75 75-110 110-150
MINIMUM COVER
(FT)
2.0
2.5
3.0
3.0
12-42
48-72
3.0
3.0
3.5
4.0
78-120
3.0
3.5
4.0
4.0
126-144
3.5
4.0
4.5
4.5
"MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL
COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
CONSTRUCTION LOADING DIAGRAM
NOT TO SCALE
IINI I IHL I -ILL CINVCLUrr_
• BACKFILL REQUIREMENTS FOLLOW THE GUIDELINES OF AASHTO LRFD BRIDGE DESIGN (SEC 12) and CONSTRUCTION (SEC 26).
1 MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE.
THE MINIMUM TRENCH WIDTH (12-6-6-1):
PIPE<12.' D+16"
PIPE > 12- 1.5D + 12"
,a MINIMUM EMBANKMENT WIDTH (in feet) FOR INITIAL FILL ENVELOPE (12.6.62):
PIPE < 24- 3.0D
PIPE 24" - 144- D + TO"
PIPE > 144- D + 10'0"
2 THE FOUNDATION UNDER THE PIPE AND SIDE BACKFILL SHALL BE ADEQUATE TO SUPPORT THE LOADS ACTING UPON IT (26.5.2).
3 BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE FROM
SPRINGLINE OF PPE TO 4"-6" BELOW BOTTOM OF PIPE-
4 CORRUGATED STEEL PIPE (CSP) [HEL-COR].
5 HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION (26.5.4).
5a GEOTEXTILE SHALL BE USED IF REQUIRED BY ENGINEER TO PREVENT SOIL MIGRATION INTO VARYING SOIL TYPES.
5b BACKFILL PLACED ABOVE SPRINGLINE TO MEET AASHTO 145, A-1, A-2 OR A-3 CLASSIFICATION OR APPROVED EQUAL, COMPACTED TO
90 % STANDARD PROCTOR (T-99). MAXIMUM PARTICLE SIZE NOT TO EXCEED 3" (12.4.1.2). ALL LIFTS PLACED IN A CONTROLLED MANNER.
IT IS RECOMMENDED THAT LIFTS NOT EXCEED AN 8" UNCOMPACTED LIFT HEIGHT TO PREVENT UNEVEN LOADING, AND THE LESSER OF
1/3 THE DIAMETER OR 24" AS THE MAXIMUM DIFFERENTIAL SIDE -TO -SIDE (26.5.4).
6 INITIAL BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). SEE TABLE ABOVE.
6a TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF
FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT (12-6-6-3)-
7 FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS
PER THE ENGINEER OF RECORD (26-5-4-1)-
NOTES-
FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE DIA./2
BUT NO LESS THAN 12", OR 36" FOR PIPE DIAMETERS 72" AND LARGER. CONTACT YOUR CONTECH REPRESENTATIVE FOR
NONSTANDARD SPACING (TABLE C12.6.7-1).
TYPICAL NORTH CAROLINA BACKFILL DETAIL
NOT TO SCALE
PROJECT No.: SEQ. No.: DATE:
30" 0 PERFORATED UNDERGROUND RETENTION SYSTEM - 593240-010 593240 010 8/,/2018
RAINBOW CHILD CARE CENTER (SPOUT SPRINGS) DESIGNEDDRA
DRAWN AGB
CHECKED: APPROVED:
CAMERON, NC DRA DRA
SITE DESIGNATION: UGD SHEET NO.: C^ O 4
A
036" MAX., HS-25 ACCESS CASTING
WITH GRADE RINGS AS REQUIRED, TO
BE PROVIDED AND INSTALLED BY
CONTRACTOR. MAYBE TOP MOUNTED
CMP (AS SHOWN) OR RECESSED. It
PROTECTION w
SLAB RIM/FINISHED UO >_
GRADE VARIES 01-
_ .'A
GASKET MATERIAL O CMP RISER Q
SUFFICIENT TO PREVENT a &.
SLAB FROM BEARING ON F 0
RISER TO BE PROVIDED BY
CONTRACTOR. OR 11"TYP. <
i SPECIFICATION FOR CORRUGATED STEEL PIPE -ALUMINIZED TYPE 2 STEEL
= SCOPE
HANDLING AND ASSEMBLY
THIS SPECIFICATION COVERS THE MANUFACTURE AND
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE
INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN
NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA)
THE PROJECT PLANS.
INSTALLATION
' MATERIAL
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE
SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II
3 APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929.
OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS
AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR
PIPE
CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE
WITH THE SITE ENGINEER.
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE
APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO
PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON
FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
THE PROJECT PLANS.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
i
TM1e design and infor
Vmation shown on ,M1is drawing is provkfed
e,o tholec e p,t owner, engineer and c b-t., by
C.-I,Engineered Solutions LLC("C 0-h"). Neither this
draw;. art mereof, ,Danced o,
9. nor a.Yp Y be used ma , ep
modifed in anY manner wimou,,he prior written consent of
Co.:e'M1 Failure,dZ IP, isdy1, a,ibe use,'so-NIN and
co.,ecb expressM disclaims anY babibty or responsibility, fb,
s.cM1.-.
If discrepancies be,vree. the suppled i. fo,ma,io. upon which
the drawing ¢ basetl and actual field conditions are encountered
s sae work progresses, these dlsmepa.cies muss be repo
to Con,ecM1 immedia,elY fo„e-evai. ago. of meaesg._ -t-1,
ceph,.o lability for designs based on missing, incomple,e o,
u.e informa,ion applied by o,M1ers
MATERIAL SPECIFICATION
NOT TO SCALE
# #
# #
# #
# #
# #
DATE REVISION DESCRIPTION
C:NTECH®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
7037 Ridge Road, Hanover, MD 21076
866-740-3318 410-796-5505 866-376-8511 FAX
REINFORCING TABLE
"BEARING
0 CMP
A
0 B
REINFORCING
PRESSURE
RISER
(PSF)
24
04'#5
26"
@ 10" OCEW
2,540
4'x4'
#5 @ 10" OCEW
1,900
30"
PJ 4'-6"
32
#5 @ 10" OCEW
2,260
T-6" x 4'-6"
#5 @ 9" OCEW
1,670
36"
05'
38
#5 @ 9" OCEW
2,060
5' x 5'
#5 @ 8" OCEW
1,500
42
PJ 5'-6"
44
#5 @ 8" OCEW
1,490
5'-6" x 5'-6"
#5 @ 8" OCEW
1,370
48"
06'
50"
#5 @ T' OCEW
1,210
6 x 6'
#5 @ T' OCEW
1,270
SECTION VIEW
-ASSUMED SOIL BEARING CAPACITY
ACCESS CASTING NOT SUPPLIED BY CONTECH
O OA A
O
PJB
'4 tom\
#4 DIAGONAL TRIK
#4 DIAGONAL TRIM BAR (TYP. 4 PLACES)
BAR (TYP. 4 PLACES), SEE NOTE 7
SEE NOTE 7.
2" COVER
(TYP)
J�
R-
L -
ti GO Q1
OPENING II
OPENING IN PROTECTIOI
PROTECTION SLAB FOI
SLAB FOR CASTIN(
CASTING
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE 6.
STANDARD
STANDARD
REINFORCING,
REINFORCING,
SEE TABLE
SEE TABLE
ROUND OPTION PLAN VIEW
SQUARE OPTION PLAN VIEW
INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND
AND ACI 350. BARS A MINIMUM OF 12" BEYOND OPENING, BEND
BARS AS REQUIRED TO MAINTAIN BAR COVER.
2. DESIGN LOAD HS25.
8. PROTECTION SLAB AND ALL MATERIALS TO BE
3. EARTH COVER = 1' MAX. PROVIDED AND INSTALLED BY CONTRACTOR.
4. CONCRETE STRENGTH = 4,000 psi 9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS
AND LAND SURVEYORS, EN DWELL, NY.
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE BARS INTERRUPTED, MANHOLE CAP DETAIL
HALF EACH SIDE. ADDITIONAL BARS TO BE IN NOT TO SCALE
THE SAME PLANE.
30" 0 PERFORATED UNDERGROUND RETENTION SYSTEM - 593240-010
593240
010
8nn8
_uT_cA■J
��,►,�` `= Ow IN
DESIGNED:
DRAWN:
CMP DETENTION SYSTEMS
RAINBOW CHILD CARE CENTER (SPOUT SPRINGS)
DRA
AGB
CONTECH
CAMERON, NC
CHECKED:
DRA
APPROVED:
DRA
CONTRACT 1
SITE DESIGNATION- UGD
SHEET NO.:
DRAWING
C4 OF 4
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
P-0215
604 COURTLAND STREET
SUITE 100
ORLANDO, FLORIDA 32804
PH 407.645.5008
FX 407.629.9124
SEAL:
THIS DOCUMENT IS "NOT FOR CONSTRUCTION"
UNLESS THE ARCHITECT OR ENGINEER'S
SIGNATURE AND SEAL APPEAR BELOW.
-\N CAR ,
�0�oFESdi�rt�sr0 ne
e s LStuart
S�y-N 04qerson =
/L/I ; cn Date: z
Gy 'FNGI
4T A"1 -04'0 '
�fffiii(,f�
CORPORATE SEAL:
``` kO(if(,f�/
pPP"'TAE � RA<<
2 51613
or
.0?o9TH CA900.
"R4ANDO, F,\
1 6-27-19 NCDEQ COMMENTS
NO DATE REMARKS
REVISIONS
KINDERCARE
LEARNING CENTER
C-PROTOTYPE
95 CENTENNIAL PARKWAY
SPOUT SPRINGS, NC 28326
PROJECT NO; 201 7.0643
DATE; 2/12/18
C13
UNDERGROUND CHAMBER
DETAIL
CHECKED; DM DRAWN; JFH