SW3230803_Plansheet - Misc. Detail_20240620

`� �AR7FS ("A" SEE NOTE 7)
R/W 50' TOTAL R/W R/W R/W 50' TOTAL R/W R/W VARIES (MIN 4')�
+T4%�+ BACK OF SIDEWALK
25' 25' 25'-0" (MIN) 25'-0" (MIN) A.. +69 6" # PER FOOT MIN. (TO MATCH
"A" 1.5%(2.00%MAX.) PLANTING STRIP BEYOND) 6"
(it SEE NOTE 6)
S.U.E. S.U.E. S.U.E. S.U.E.
2'-0"
2'-0" ( 5('-0" 8'-0" 21'-6" (MIN) 13'-6" (MIN) 8'-0"--5'-0"- 2'-0"
(MIN) 13' (MIN) 8'-0"13'
N (MIN) (MIN) © MIN) (MIN) (MIN) (MIN) ';.
..A"
10'-0 1d-0" SECTION A-A
NOTES:
SEE CURB (MIN) ST DARD 2'-6" CURB AND GUT AR 2'-0" VALLEY GUTTER
TYPICAL PAVEMENT ,1'-0" 11'-O" (MIN) 1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN 5 MIN SIDEWALK
SECTION DETAIL, (MIN) 11_0 7'-0' 11'-0° 11'-0" 1'_C.. SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE design
THIS SHEEP DIFFERENTIAL SHALL BE
1.5% 1 0 1 5% 1 5% CONSISTENT WITHIN EACH BLOCK. JOINT
1.5% (2 00% MAX) EX
r- ) 2.0% MIN. 2 00% MAX ROADWAY CROWN, THIS ELEVATION EXPANSION 2.0% MIN. ( )
IP
(2.00% MAX 2.0% MIN. SLOPE 2% SLOPE 2% 2.0% MIN.
2 00% MAX -► SLOPE 1.5% SLOPE 2% SLOPE 2% �_ 1/8" RADIUS
VS
R 2. ALL CONCRETE TO BE 3600 PSI STRENGTH.�•, 25" ADIUS.. �.�..�' � � EXPANSION
1/2' RADIUS 6" 2' O' 3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING, JOINT
2:1 CUT MAX. R R S 2:1 CUT MAX. 6 1/2 FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE master planning . CIVII engineering
2:1 CUT MAX. R R 3:1 FILL MAX. 3 ADIUS CHARLOTTE LAND DEVELOPMENT STANDARDS. 6"THICK
S S 2:1 CUT MAX. 3:1 FILL MAX. r7 CONCRETE AT urban design landscape architecture
3:1 FILL MAX. PLANTING STRIP 4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE DRIVEWAY
PLANTING STRIP 3:1 FILL MAX. APPROX. PAINT STRIPE LOCATIONS SEE NOTE 3 BETWEEN 1/4 IN. PER FOOT AND 1 1/4 IN. PER FOOT EXCEPT ENTRANCE [�7[�II,,�� 7 7
SEE NOTE 3 SURFACE COURSE ° ° ° WHERE EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT 919 LJerryhlll rd.ste IOI.charlotte,nc 28208
n ° ° O ° n°` °° ° IMPRACTICAL. IN SUCH CASES,THE CITY ENGINEER MAY A 704.332.1204 www.d r.desi n
SURFACE COURSE 1" S9.58 NOTES: N a.. AUTHORIZE A SUITABLE GRADE A
1" 59.58 1. ZONING SETBACKS MEASURED FROM TOTAL RAN 18' RADIUS ° a , p g FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS: a ° 5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS: NOTES: 1) 75% DEVELOPMENT OCCUPANCY, ro °
1) 75% DEVELOPMENT OCCUPANCY, 2 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT 2. PLANTING STRIP ADJACENT TO SIDEWALK SHALL io 1 REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT x NC Firm License#C-0560
1. ZONING SETBACKS MEASURED FROM TOTAL RNV BE GRADED TO 2% MIN. UP TO 8% MAX. a°. ° I UNITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM
TACK COAT 2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT, TACK COAT 3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT. (MIN.) (MAX.), a. °
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT. 2. PLANTING STRIP ADJACENT TO SIDEWALK SHALL (SEE SECTION 1.E.4) EXCEPT WHERE EXCESSIVE NATURAL GRADES , ° a ° ° ° ° a ° ° ° ° PROPERTY LINES AND INTERSECTIONS. 15" GROOVE JOINTS
(SEE SECTION 1.E.4) BE GRADED TO 2%(MIN.)UP TO 8%(MAX.), INTERMEDIATE COURSE MAKE THIS REQUIREMENT IMPRACTICAL.IN SUCH 2'-0" 6. --PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS EXPANSIONJOINT
INTERMEDIATE COURSE 1 1 2" S9.5C OR S9.5B CASES,THE CITY OR NCDOT ENGINEER MAY
1 1/2" S9.5C OR S9.5B EXCEPT WH ERE EXCESSIVE NATURAL GRADES '� / AUTHORIZE A SUITABLE GRADE. 2-6" ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE.
MAKE THIS REQUIREMENT IMPRACTICAL.IN SUCH
CASES,THE CITY OR NCDOT ENGINEER MAY BASE COURSE NOTE:TO BE USED FOR ALL INTERNAL STREETS 7. "A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
BASE COURSE AUTHORIZE A SUITABLE GRADE. 8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00. DIFFERENCE). CLIENT/OWNER
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00. SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN EXCEPT WHERE IDENTIFIED ON THE SITE PLANS.
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED B. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES EXCEEDING MILLS VENTURES, LLC.(R. DEAN HARREL)
AN ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO THE NCDOT ENGINEER FOR APPROVAL. WHAT ARE SHOWN. 4"THICK
TO THE CITY ENGINEER FOR APPROVAL. FOR 2'-6"C&G, USE DETAIL CONCRETE--", 5615 POTTER ROAD
DRIVEWAY WIDTH WALK
II_II " II II 'R II_II II II II SUBGRADE NCDOT#846.01. MATHEWS, NORTH CAROLINA 28104
\SUBGRADE X Y o
COMPACTED SUBGRADE (SEE SECTION 1.A.18) COMPACTED SUBGRADE (SEE SECTION 1.A.18) I 4•X4' 704.870.4614
TYPE I-RESIDENTIAL: 6"THICK
TYPICAL PAVEMENT SECTION DETAIL APPLIES TO: TYPICAL PAVEMENT SECTION DETAIL APPLIES TO: NCRETE
KEY LOCAL/COLLECTOR 10' MIN. 30' MAX,—MAX."• WINGS SURVEYOR
KEY MCCOY FARM RD.STARTING THOROUGHFARE • 15' MIN. 30' MAX."t (OPTIONAL)
R 2'-6" STANDARD CURB AND GUTTER OR 2'-0" VALLEY GUTTER ® 2'-6" STANDARD CURB MCCOY FARM DR. EAGLE ENGINEERING
O AT STA:0+22.0. :..MUST PROVIDE ON-SITE TURNAROUND
OS 4" CONCRETE SIDEWALK ��s MAXIMUM WIDTH INCLUDES OPTIONAL WINGS 2013A VAN BUREN AVE.
OS 4" THICK CONCRETE SIDEWALK NOT TO SCALE GROOVE JOINT
NOT TO SCALE OE 5' WIDE SIDEWALK AND UTILITY EASEMENT OE 2' SIDEWALK EASEMENT NOT TO SCALE NOT TO SCALE PLAN NOT TO SCALE INDIAN TRAIL, NORTH CAROLINA 28079
704.882.4222
1 LOCAL RESIDENTIAL MEDIUM STREET 2 LOCAL RESIDENTIAL TURNOUT DETAIL 3 CURB AND GUTTER 4 RESIDENTIAL DRIVEWAY (TYPE I) WETLANDS
TYPICAL SECTION FOR 2 -0' VALLEY GUTTER LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA29706
GEOTECH
w L = 10 FEET IN LONGITUDINAL SECTION GENERAL NOTES: GENERAL NOTES: SUMMIT ENGINEERING
1. UNLESS OTHERWISE DETERMINED BY THE CITY ENGINEER, THE MEASURES ILLUSTRATED
JOINT SEALER 1/8" RADIUS (TYPICAL) CD L w 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SHALL BE USED WHEN CULVERT DIAMETER, D, IS GREATER THAN OR EQUAL TO 24 INCHES 3575 CENTRE CIRCLE DRIVE
p L/4 L/4 L/4 L/4 AND WHEN THE DIFFERENCE IN ELEVATION BETWEEN THE CULVERT INVERT AND THE TOP
Z a SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT of SLOPE, H, IS GREATER THAN OR EQUAL To 5 FEET. FORT MILL, SOUTH CAROLINA 29715
N INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN 704.504.1717
w 2. INSTALLATION OF 2'-6" CURB AND GUTTER MAY NOT BE REQUIRED WHEN AN ADEQUATE
1 8 00 I - �° ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CLEAR ZONE IS PROVIDED FOR VEHICLES WITH A MAXIMUM OF 6:1 SLOPE (SEE TABLE 1).
SURFACE OF GUTTER w v q g (' w.I 4'• SIDEWALK JOINS ANY RIGID STRUCTURE.
CON CD BACK OF CURB 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 3. INSTALLATION OF SAFETY RAIL MAY NOT BE REQUIRED WHEN A 10-FOOT PEDESTRIAN CLEAR FEMA
e 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH ZONE IS PROVIDED BEHIND THE SIDEWALK WITH A MAXIMUM OF 6:1 SLOPE. WHERE NO MAP#3710449600J, EFFECTIVE 10/16/2008
_ OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT. SIDEWALK IS REQUIRED, INSTALLATION OF SAFETY RAIL MAY NOT BE REQUIRED WHEN A 15-FOOT
o P' 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL PEDESTRIAN CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A MAXIMUM OF 6:1 SLOPE. KEY MAP
FACE OF CURB STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT a. FOR CULVERT CROSSINGS WITHOUT ENDwALLS, LH AND LC2 SHALL BE MEASURED FROM
INTERSECTING STREETS. THE OUTSIDE OF THE NEAREST WALL OF THE CULVERT BARREL.
GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. 5. FOR MULITIPLE BARREL CULVERT CROSSINGS, LC1 SHALL BE MEASURED FROM THE
JOINT FILLER q B G 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL CENTERLINES OF THE OUTBOARD CULVERT BARRELS.
LIP OF GUTTER/EOP SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. 6. WHEN NECESSARY, AS DETERMINED BY THE CITY ENGINEER, ADDITIONAL MEASURES
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY MAY BE REQUIRED.
TRANSVERSE EXPANSION JOINT ENGINEER.
PLAN VIEW 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION 7. INSTALLATION OF SAFETY RAIL IS REQUIRED ON BOTH SIDES OF STREET IF SIDEWALK IS
1/8" RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH. REQUIRED ON BOTH SIDES.
NOTES: B. INSTALLATION OF SAFETY RAIL IS REQUIRED ON BOTH SIDES OF STREET IF NO SIDEWALK IS REQUIRED
7 1/2" EXCEPT WHEN A 15-FOOT PEDESTRIAN CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: MAXIMUM OF 6:1 SLOPE.
° 1/8" i0 1/4" 9. INSTALLATION R SAFETY RAIL D REQUIRED ON THE SIDEWALK SIDE OF STREET IF SIDEWALK
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED 8 3/4" WIDTH RISE CROSS-SLOPE IS ONLY REQUIRED ON ONE SIDE OF STREET. INSTALL EITHER SAFTEY RAIL OR 15-FT CLEAR ZONE ON
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. 5; 1.556% SIDE WITHOUT SIDEWALK.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 4" a t r 6' -" 56% 0. DESIGN ADT IS CALCULATED ASSUMING A TRIP GENERATION OF 10 DAILY TRIPS PER
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. a o e e 8' 1 1.56% SINGLE FAMILY DWELLING UNIT.
a' 1/2" EXPANSION JOINT
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. a � TABLE 1.
QJOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. 2'-4 1/ 2'-3" �2'-1 1/2„ ° CLEAR ZONE DISTANCES
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. � n JOINT FILLER o� .50% (2.00%AX.) LOCAL, COLLECTOR, AND COMMERCIAL STREETS
o SECTION A- SECTION B-B SECTION C-C 1/2" �N CLEAR ZONE FROM EDGE OF PAVEMENT
Ln 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. PROPOSED CURB & GUTTER DESIGN ADT
TRANSVERSE EXPANSION TANGENT SECTION CURVE (WITHIN 125' OF CULVERT)
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
JOINT IN SIDEWALK UNDER 750 10' 15'
FOR 2'-6"C&G, USE DETAIL PROPOSED 4" CONCRETE SIDEWALK 750 - 1500 12' 18'
NCDOT#846.01. NOTES: DETAILS SHOWING EXPANSION JOINTS 1501 - 6000 14' 21'
CV 1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. IN CONCRETE SIDEWALK OVER 6000 16' 24'
SEE STD. NO. 10.36A FOR PLAN AND CROSS SECTIONAL SCHEMATICS. PROJECT
cV
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CURB TRANSITION CULVERT CROSSINGS ON RESIDENTIAL MCCOY FARM
J CURB AND GUTTER 2'6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER 7 CONCRETE SIDEWALKS g
AND COMMERCIAL STREETS NOT TO SCALE
vi
J
Q NOTES: 4'-0" MIN.
L.L.I TURNING SPACE/LANDING 1.5%(2% MAX.) PLANTING STRIP (VARIES)
1. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER CROSS-SLOPE AND RUNNING SLOPE O 2'-6" OR 2'-0" STANDARD CURB AND 6,5• 1
0 TRANSITION. A 0.65" (1,6" TO 2,4") GUTTER, STD. PER 10.17A 1' 3 2' WESLEY CHAPEL ROAD
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE NOTE 7
2. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED 5 I�VARIES WESLEY CHAPEL, NORTH CAROLINA
THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET. MIN. SIDEWALK ¢ ¢ ¢ O O O O O O O O O O O O O O O O O O O O O O O -
11 11 11 OM SAFETY RAIL, STD. 50.04A & 50.04E VARIES VARIES
Q (TYPJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3. MAINTAIN POSITIVE DRAINAGE ALONG THE LIP OF GUTTER IN OS 4'-0" (MIN.) SIDEWALK, STD. 10.22
RAMP. IN FLAT AREAS,ADDITIONAL CATCH BASINS MAY BE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,�^„ 1 H H S 1L_ PROJECT NUMBER
Q REQUIRED ON THE SIDES OF THE RAMP i0 MINIMIZE STANDING y.y.W.y.y y.y.y.W.y. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H1 2'-0" VALLEY GUTTER. STD. 1U.178 2 M M 2
WATER AT THE RAMP LOCATION. �. 19076
B . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H2 CURB TRANSITION STANDARD CURB AND i
4. IF THE SLOPE FROM FLOWLINE TO BACK OF CURB AT RAMP _ ^•
IS LESS THAN 8.3%, THEN THE SLOPE FROM LIP TO FLOWLINE 8' WIDE "„"„W„"„ O O O O O O O O O O O O O O O O O O O O O O O N (1.6" TO 2.4") GUTTER TO 2' 0" VALLEY GUTTER, PIPE CULVERT-
S
AT RAMP MAY EXCEED 5%AS LONG AS THE DIFFERENCE PLANTING `.`.`„`.`.` ..`. . „ STD. 10.19
BETWEEN THESE TWO SLOPES IS LESS THAN 13.3%. STRIP (TYP.), C_ fC "BACK OF 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O O ENDWALL OR WINGWALL SECTION A A ENDWALL OR WINGWALL DATE
I W CURB 00000000000000000000000 05/07/2021
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SDE A LH 10' TRANSITION
TURNING 1 5%(2%MAX.)DING FLOWL NE o �20'-0" FROM VALLEY
i.S-
UO MAX.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ENDWALL OR WINGWALL GUTTER TO
cRoss-SLOPE DPEAND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O S M ST AND
AGUT ER B ISSUED FOR
RUNNING SLOPE A -- -
0 A kT
CONTINUE JOINT AT _ VARIES VARIES LH = DISTANCE FROM END OF WINGWALL TOROA q� BACK OF CURB (MATCH GUTTER LIP END OF SAFETY RAIL• SIDEWALK 4 MIN) ' 0' MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT B IWIDTHLK (MATCH WIDTH OF RAMP) OO OO OO OO LC1 = DISTANCE FROM� OF CULVERT
CSLOPE "A" = UP TO 1.5% (2.00% MAX) - - TO END OF 2'-6" CURB AND GUTTER 4 MIN.TYP.(SEE NOTE 2) REVISIONS
W •� SLOPE 'B' = UP TO 7.5% (8.33% MAX) TRUNCATED DOME PLAN VIEW GUTTER.p NO. DATE DESCRIPTION BY
U PLAN VIEW SLOPE 'C" = UP TO 10% MAX LC2 = DISTANCE FROM END OF WINGWALL H1 H 00 OG2MIN FLOWLINE AT NOT TO SCALE NOTES: TO END OF 2'-6" CURB AND GUTTER. NO REVISION, ORIGINAL
LL.I i•' 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING " w ,25'�D'" MIN. - O 02/09/2022 SUBMISSION JF/JM/HN
2" MAX FROM BACK OF CURB FLOWLINE EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON
ISOMETRIC VIEW To DETECTABLE WARNING - - -
TURNING SPACE LANDING SURFACE MAT DEPTH AT EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. REVISION PER 1ST CITY
/ RAMP RESURFACING).
1,57 (2%MAX.) LOCATION 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN NOTES: a
L.L.I 4"FLOWLINE DEPTH CROSS-SLOPE AND RUNNING SLOPE PLANTING STRIP 2% SLOPE (BEYOND) THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. a 1 08/12/2022 COMMENTS JM/HN
AT RAMP LOCATION
H
2" H1
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. 50%-65% OF BASE DIAMETER
H1
H2
EDGE OF 1. SEE STD. No. 10.368 FOR GENERAL NOTES
0 RAMP-UP TO 7.5% UP TO 7.5% 5%TO PAVEMENT 61 r T 4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS. AND CLEAR ZONE DISTANCES. •° REVISION PER 2nd CITY
(8.33%MAX) e.JJ%MAX MA ELEVATION T L" 10 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR ` 2 09/23/2022 COMMENTS JM/HN
1­1RAMP SLOPE TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING 0 2„ 2. AN ALTERNATIVE FOR STREETS WITH WIDER
0 SEE NOTE 8. TO M7.5%AX. 2'-0" �6j„ SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME PLANTING STRIPS AND SIDEWALKS: IN LIEU OF M
#4 ABOVE (8.33% MAX.) ORIENTATION IS LESS CRITICAL. A PLANTING STRIP ALONG THE CULVERT REVISION PER NCDOT
SIDEWALK DETECTABLE 6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR I�--�I
Ljj A P. MATCH 6)'• CROSSING, PROVIDE A MINIMUM 8-FOOT WIDE
WARNING 2'-0" PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. ON THE TRYON STREET R/W -- -- - - - 3 07/05/2023 COMMENTS JM/HN
L.L.I RAMP SLOPE 2'-D" 0.9"-1.4" SIDEWALK LOCATED AT THE BACK OF CURB, ENDWALL OR WINGWALL
MAT PER MALL, FRENCH GRAY IS TO BE USED.
VALLEY FOR LENGTH "LC1" ON EITHER SIDE OF THE
= VALLEY CUTTER 10.3 7. T PAVERS ARE TO BE USED, PAVERS SHALL T MINIMUM SOCK PSI CONCRETE WITH A 2-INCH MINIMUM REVISION PER NCDOT
(n //10.358 GUTTER THICKNESS, SET ON A THIN-SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE. TRUNCATED DOME SECTION CULVERT CENTERLINE. SIDE SEE NOTE 7 ON STD. N0. 10.368
� 2'-0" VALLEY GUTTER RAMP DETAIL (BEYOND) 8. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. 4 12/15/23 AND E&SC COMMENTS JM/HN
p MAXIMUM SLOPES FOR VALLEY GUTTER TYPICAL RAMP SECTION AT CENTERLINE 9. DIMENSIONS PER NCDOT 848.06
Q DEPRESSION AT RAMPS NOT TO SCALE NOT TO SCALE NOT TO SCALE SCM 1 &ROADWAY
0 5 04/04/24 IMPROVEMENT REVISION JM/HN
PERPENDICULAR CURB RAMP TRUNCATED DOMES CULVERT CROSSINGS ON RESIDENTIAL REVISONPER NCDEQ
g WITH 2'-0" VALLEY GUTTER 1 O PLAN AND CROSS-SECTION 1 1 AND COMMERCIAL STREETS 6 06/19/24 REVIEW COMMENTS JM/HN
U
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SEE RAIL POST SEE SITE PLAN FOR
SLEEVE DETAIL PROPOSED ADJACENT
CL ��d. ti4y �s �� BUILDINGS,PAVING,
ADHERE CAP UNIT
0O 4 2 TO TOP UNIT AND GUARDRAILS. PROJ. MANAGER: HN
L_ 2 6'
0 DRAWN BY: JM
CHECKED BY: HN
SEAL
C IMPERVIOUS FILL
�!• 443 i\\\\�/\\/ MIN.12"THICK
GEOSYNTHETIC
REINFORCEMENT RETAINED
SEE PROFILE DWGS BACKFILL
L�
DRAINAGE FILL Q `S°S°O
/ 12"THICK MIN. `
50,** RAIL POST SLEEVE /// APPROX. l�
60"R\ MODULAR CONCRETE `',! \�/\< EXCAVATION °a SEAL
O FACING UNITS /\/\
Ue' 030523
SEE GRADING PLAN(D FOR
2M T OF WALL EOLEVATIONS. _ \�SED TOP
j/\
00 MIN. STRUCTURAL 95 o STIANDARD
GIN
OFFSET CUL-DE-SAC PROCTOR DENSITY °o°°NG°o
00 OFFSET CUL-DE-SAC DESIGN I) \ O(0
O DESIGN (60 FT.RW) (50 FT.PW or 45 FT. DRAIN TILE 4"DIA. NOTES:
i FIGURE 11 \j/ / OUTLET AT END OF WALL 1. STRUCTURAL DESIGN OF
OR AT 40'CENTERS MIN. RETAINING WALLS TO BE
(n PROVIDE SWALE TO DIRECT """' ^""' SLOPE TO DRAIN(1/8"/FT.) PROVIDED AND SEALED BY SCALE
NOTE: FOR 2'-6" GUTTER OR 2'-0"VALLEY OFFSET CUL-DE-SAC DESIGN DRAINAGE AWAY FROM WALL \\/�\//\j�\\/ W/FILTER FABRIC STRUCTURAL ENGINEER
a� GUTTER. REFER TO"CURB AND GUTTER" NOTE THESE TYPICALS MAY BE LEFT OR AND/OR MANUFACTURER. AS INDICATED
LEVELING PAD . MIN. 2. INSTALL WALL PER
O DETAIL THIS SHEET. RIGHT AND MAY BE BUILT WITH SANDS/GRAVEL.
45'RIGHT OF WAY. MANUFACTURER'S DRAWING
SPECIFICATIONS AND
NOT TO SCALE TYPICAL SECTION- MODULAR BLOCK RETAINING WALL INSTRUCTIONS.
STANDARD DETAILS
CUL-DE-SAC DETAIL sr0. No. REV. SITE RETAINING WALLS WITH GUARDRAIL, AS APPLICABLE
1 2 NCDOT SUBDIVISION MANUAL, REV. JULY 2020 1 3 TYPICAL
IV
0
C6 = 1
COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

A g G SITE LIGHTING
SAFETY RAIL BY: DUKE ENERGY
STYLE: LED SHOEBOX OR APPROVED
WARRANTS 1 Fr. EQUAL LAMP FIXTURE/STYLE TO BE
STANDARD SAFETY RAIL (DETAIL THIS SHEET) SHALL BE F I SELECTED BY OWNER.
INSTALLED UNDER ANY OF THE FOLLOWING CIRCUMSTANCES IN
A g BOTH NEW CONSTRUCTION AND IN RETROFITTING OR I 2 FT
RECONSTRUCTION OF EXISTING ROADWAYS OR SITES: 11SIGN POST = PEDESTRIAN LIGHTING
A IF1. IF THERE IS A TWO FOOT OR GREATER DROPOFF WITHIN 2 ✓ _ DUKE OPEN DELUXE BY: DUKE ENERGY
FEET OF TH EDGE OF THE SIDEWALK (SEE DIAGRAM A). 2 FT' Ln STYLE; OPEN DELUXE ACORN OR
GREATER �;?�F?`� SIDEWALK ACORN LIGHT FIXTURE e s I g n
2. IF THERE IS A 1-FOOT OR LARGER DROPOFF DIRECTLY gt. � X OR APPROVED EQUAL APPROVED EQUAL' LAMP
8'-0' MAX. C ADJACENT TO THE SIDEWALK EDGE (SEE DIAGRAM B). Q FIXTURE/STYLE TO BE SELECTED BY
�JL0 3. AT THE TOP OF ANY DROPOFF WITHIN THE PEDESTRIAN DIAGRAM A GUARD RAIL OWNER. master planning . civil engineering
CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE SLOPED DROPOFF AT BACK OF SIDEWALK POLE STYLE B
EXPECTED IN THE VICINITY. ®. 0 urban design . landscape architecture
z_ 4. AT THE DIRECTION OF NCDOT OR ENGINEERING & PROPERTY LIGHT POLE SHALL EITHER BE
MANAGEMENT STAFF BASED ON FIELD CONDITIONS. = 12' DIRECT BURY OR MOUNTED ON A 919berryhill rd.ste101.charlotte,nc28208
* IF VERTICAL DROPOFF IS LESS THAN GUARD RAIL CLAMP (TYPICAL) 7r%A 77)l )r%A
_ CONCRETE BASE, DEPENDENT UPON
DEFINITIONS WARRAT, SAFETY RAIL NTED. INSTEADMAY THENOT EEDGEEOF J SELECTION OF POLE STYLE BY
SAFETY RAIL
1 z z • SIDEWALK MUST MARKED WITH 6" -- - -
• DROPOFF -- A SLOPE OF 2:1 OR STEEPER. EXAMPLES WIDE YELLOW PAINT LINE, 10' PAST z OWNER AND COORDINATION WITH
INCLUDE HEADWALLS, RETAINING WALLS, AND CULVERTS. Q
DROPOFF IN EACH DIRECTION ALONG
THE SIDEWALK. DUKE ENERGY, BUT SHALL BE
PEDESTRIAN CLEAR ZONE -- 10 FEET OF ANY COMBINATION
TENSION SCREWS
CONSISTENT WITH STANDARD DUKE
OF SIDEWALK, SLOPE, AND SHOULDER SLOPED AT 6:1 OR FINISHED GRADE
FLATTER. SIDEWALK DOES NOT NEED TO BE PRESENT. 0 ENERGY INSTALLATION GUIDELINES.1 Fr. CLIENT/OWNER
SIDEWALK -- FOR PURPOSES OF THIS STANDARD, THE TERM OR I SIDEWALK w NOTE:
• "SIDEWALK" IS USED GENERICALLY AND SHALL MEAN ANY GREATER- �- F_ MILLS VENTURES, LLC.(R. DEAN HARREL)
PATH OR SURFACE TO BE USED FOR BICYCLE AND/OR - _ _ - 5615 POTTER ROAD
RETAINING WALL LIGHTING HEIGHT INCLUDING ITS BASE MATHEWS, NORTH CAROLINA 28104
PEDESTRIAN TRANSPORTATION. EXAMPLES INCLUDE, BUT ARE D° �1 T� T T� �17 7 T� T
�1 �1 PATHS, PEDESTRIAN AND GREENWAYSHARED-USE OR STEP III-III - III- IS LIMITED TO 151 M1.�AS V RL.�D FROM 704.870.4614
NOTES: NOT LIMITED IKE I I I-I I I I III 7� 7� T r(FIXTURE).
7 77��
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH. -III ° D III- GRADE TO TOP OF FIXT V RE
2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED. p CONCRETE FOOTING �' SURVEYOR
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS. DIAGRAM U III-III n III- EAGLE ENGINEERING
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL. C �1 5. SEE DETAIL 50.04-8 FOR WARRANTS VERTICAL DROPOFF AT BACK OF SIDEWALK III - III IF THIS IS AN EXTENSION OF A 2013A VAN BUREN AVE.
6. ALTERNATIVE DESIGNS SHALL BE SENT TO NCDOT FOR APPROVAL. ANY ALTERNATE DESIGN WILL BE PRIVATELY MAINTAINED. NOT TO SCALE NOT TO SCALE NOT TO SCALE -
-III= -III-�-I
SUBDIVISION OR THE NEXT PHASE-I I-III-III-I I- INDIAN TRAIL, NORTH CAROLINA 28079704.882.4222
1
END OF ROADWAY MARKER III-III-III III- LIGHTING DETAIL MUST BE UNIFORM IN SAFETY RAIL 2 SAFETY RAIL WARRANTS GUARD RAIL CLAMP INSTALLATION III=1I DESIGN WITH OTHER EXISTING LIGHTS WETLANDS
IN THE DEVELOPMENT. LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
PEDESTRIAN STYLE FIXTURE 1823 QUINN ROAD
CHESTER, SOUTH CAROLINA29706
SIGN STREET NAME SIGN 3/4" OUTSIDE 1/2" WIDE PEDESTRIAN STYE SIGHTING FIXTURE GEOTECH
POST SQUARE-FIT SLEEVE POST INSTALLATION RADIUS (TYP.) WHITE BORDER SUMMIT ENGINEERING
(14 GAUGE) (12 GAUGE)
3575 CENTRE CIRCLE DRIVE
m W 0 FORT MILL, SOUTH CAROLINA 29715
1/4" INSIDE RADIUS (TYP.).)
SIDEWALK (5' STD.) 1-4 O 704.504.1717
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o O 3"R 6" A B Q
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0��� i
00 = D m <U
KEY TO FASTENERS: O 7I z O y v 91, 12;1 MAX. RAMP __'<U O t0-1
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z=mom Z°d N
O10-24 x " HEX HEAD MACHINE, ZINC- DEAD END O o B- 2 ,0 0 1--1 � ~LL -)
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#16 HEX NUT, STEEL � • O o BACKGROUND� D� ?rsFF �r �` I--I
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0 G 2 (TYP.) TTER
NOTES: B (TYP.) o 0
O (TYP.) WHITE TEXT (TYP. VARIABLE SLOPES NOT
1. POST SHALL BE 14-GAUGE GALVANIZED 2"OVERLAP O
CENTER ALIGNED ON ALL
STEEL, QUIK-PUNCH,?8" HOLES, 1" ON
O TO EXCEED 10:1
Q SQUARE, 0 FEET IN LENGTH ES, AND 2" ��� O O
00 ��` / 24 11
O IN SECTION A-A
2. THE SLEEVE SHALL BE 12-GAUGE
Ln GALVANIZED STEEL,1TB" HOLES, 1" ON (TYP) EMBED28" \ O O NOTES:
•• CENTER, ALIGNED ON ALL SIDES, AND 2.25" O O O O ISOMETRIC VIEW
SQUARE, 30" IN LENGTH. "QUIK 0 O O SQUARE-FIT
1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY
� `
3. ALL STREET NAME SIGNS ARE SUBJECT TO O O SLEEVE m SIDEWALK
THE APPROVAL OF THE DIRECTOR OF THE PUNCH" . SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM
HOLES Z PAY LIMITS FOR CURB RAMP EXPANSION JOINT 0
N CHARLOTTE DEPARTMENT OF O LL
Q TRANSPORTATION AND THE CITY ENGINEER. (TYP-) 3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY r (SEE STD. 846.01) NOTE: A PORTION OF ONE OR BOTH RAMPS LU
N SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL C) I-i MAY EXTEND OUTSIDE THE RETURN. I-
� NOT TO SCALE HIGHWAY ADMINISTRATION. NOT TO SCALE -0 Cn NOTES: 0 1­_ PROJECT
O 0 2 1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE 1--I
N CA RAMP FLOOR AS SHOWN ON THE DETAILS.
STREET C 0 N N ECTIVITY SIGN m v, 2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK, 1n a EXPANSION JOINT < 0 M C C OY FARM
5 STREET NAME SIGN 6 0 OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. od SEE NOTE 1 +x (SEE STD. 848.01)
FOR END-OF-ROAD BARRICADE z z t "t LANDING 0 Z
C O RAMP WIDTH AREA IS VARIABLE Q
3 0 D y c `� EXPANSION JOINT C Co
CA (SEE STD. 846.01) lot
Jb W A W+A+g" X B C] m �
D Q 0 Q Q Q 0 5' 0.0' 5.8' 5.8' 5.0'* SIDEWALK Z = ()
Q RIGHT OF WAY v F_ BASE DIAMETER 6' 0.0' 6.8' 6.8' 6.0'* F- ZD
0.9"R TO 1.40'R H C3
z 7' 0.0' 7.8' 7.3' 6.5'** V
0 EDGE OF TRAVEL LANE J OQ DO @O QO Do o ** W
TYPICAL STREET GRADE 0 8` 0.0' 8.8' 7.3' 6.5'
LOW POINT PER PROFILE. CURB & GUTTER C F-I TOP DIAMETER OF NO LESS O WESLEY CHAPEL ROAD
p @ o THAN 50% TO NO MORE 5` 2.0' 7.8' 7.8' 5.0' 4' X 4' CLEAR SPACE = WESLEY CHAPEL, NORTH CAROLINA
lY Z O O O O O THAN 65% OF THE BASE 5' 2.61 8.3' 8.1' 4.8' MUST FALL WITHIN (n a-
,0 @ @ @ @ CROSSWALK LIMITS. O
Q w DIAMETER 5' 3.0' 8.8' 8.3' 4.4' '
0 m (SEE NOTE 10) J CY;
5' 3.5' 9.3' 8.4' 4.1' w"`L'i PROJECT NUMBER
O O O O O O 5` 4.0' 9.8' 8.6' 3.8' 2' MIN. CURB
Q PROVIDE MIN.0.5%SLOPE ALONG CURB LINE TO ~ ~ � O O O O O O 5' 4.5' 10.3' 8.7' 3.4' BETWEEN RAMPS / / W CL 19076
(n INLET RIM ELEVATIONS - _ -
5` 5.0' 10.8' 8.9' 3.1' /
_ - - - - DATE
I Ell
.6 " 1.6" TO SEE NOTE 1
IN 2.4B = X-(A+9") SEE NOTES05/07/2021
B = DISTANCE FROM FRONT EDGE OF SIDEWALK , 14•' n •' .'.•'.'.0 TO BACK POINT OF 12:1 (8.33%) SLOPE.
ROADWAY CENTERLINE 7 •o'.'::v :,•o' ::? * BACK OF SIDEWALK DROP REQUIRED FOR ALL ISSUED FOR
EDGE OF TRAVEL LANE p .o'. p'.s.: .. BACSIDKWOFKSIDEWALK DROP REQUIRED FOR
PLAN VIEW CONSTRUCTION DOCUMENTS
RIGHT OF WAY SIDEWALK SLOPES 0.04. DUAL RAMPS
j HEET 1 OF 3 DETECTABLE WARNING DOMES ANY RADII SHEET 1 OF 3 REVISIONS
(, CURB & GUTTER NO. DATE DESCRIPTION BY
ADA RAMP LOC. 848 • 05 (4' MIN. FLOOR WIDTH) 184
p
LIJ 25' 50' 25' PAVED TURNOUT v'■ 05 NO REVISION, ORIGINAL
� MIN. MIN. MIN. (MATERIAL TO MATCH TRAVEL LANES) 0 02/09/2022 SUBMISSION JF/JM/HN
(n REVISION PER 1ST CITY
w CONCRETE PAD 0 m NOTES' 0 1 08/12/2022 COMMENTS JM/HN
FOR CBU <--11 . CONSTRUCT THE RAMP SURFACE TO BE STABLE FIRM AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING H REVISION PER2nd CITY
- CBU �-1 Z Q Q 2 09/23/2022 COMMENTS JM/HN
Ln CURB INLET @ LOW POINT =CA O PLANS OR AS DIRECTED BY THE ENGINEER. Z _
F �� >H O M H pC O U REVISION PER NCDOT
L,J - - -- - - - - - - r O m CA 2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL J 0 1-4 • 3 07/05/2023 COMMENTS JM/HN
L,_I NOTE: m z =� tL Z
= TURNOUT NOT REQUIRED IF ALL THE FOLLOWING 1-4 � D MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. 000)= REVISION PER NCDOT
a�
/ CONCRETE PAD CONDITIONS ARE MET: 2 O D n M , , W Q Z LL= 4 12/15/23 AND E&SC COMMENTS JM/HN
TI D 3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4 x4 CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL V Q O
o ADA RAMP LOC. FOR CBU ADT s 200 CZJ) O WITHIN THE PEDESTRIAN CROSSWALK LINES. Q H SCM 1 &ROADWAY
Q NOT TO SCALE = O
(, CBU LANE WIDTH Z 15' Z F-1 O r�'I ~ZO W 5 04/04/24 IMPROVEMENT REVISION JM/HN
NO BIKE LANE 1--1 LL J
7 C U R B LI N E GRADING AT STREET LOW POINT, TYPICAL CBU LOCATION WITH SIDEWALK 0_M z 4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4 MINIMUM. 0 O�< REVISON PER NCDEQ
Q D D Z H 6 06/19/24 REVIEW COMMENTS JM/HN
5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT N H H
v TURNOUT z' CBU Cn G* M PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. r LU MIN. Z r 0
i
ERM 6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
V)
O TYPE III BARRICADE TYPE III BARRICADE o 0.5
END 0-APPLI-ONS FQ 7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
Rw(DEE NOTE 2) a 3
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u LLc)w 'z B. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM. PROD. MANAGER: HN
O 12"AW. R"TYP. Q(n=
0F< UL
Qo= ADA RAMP LOC. CONCRETE PAD DRAWN BY: JM
a FOR CBU 9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
O t~iI¢LLzo J m CHECKED BY: HN
ALTERNATE ORANGE&WHITE STRIPES ALTERNATE ORANGE&WHITE STRIPES 0 O v,2 Z O
Z O 10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.F" 7, LL
p D-0 TURNOUT CBU r SEAL
Y ET BILIZER BRR REWIRED) BT.R 1-ER RM REWIRED) LU I--1 11 . CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A C�
SEE_E R> (SEE NDTE R) Cn
gE( = SMOOTH TRANSITION. Z
H
1- HORIZONTAL RAILS FOR MAY BE CONSTRUCTED
NOTED COMPOSITE, HOLLOW/CORRUGATED 5 Cn 12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 29b IN ANY DIRECTION. CONSTRUCT LANDINGS FOR Q y CAF?
C y MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. ��
EXTRUDED RIGID POLYOLEFIN, HIGH DENSITY POLYETHYLENE, OR OTHER NCDOT APPROVED MATERIAL. CO �+S
2- BARRICADE SHALL BE LIMITED TO A MAXIMUM LENGTH OF 8 FT UNLESS NCHRP 350 CRASH TESTED Z IM 0 1 5 CO `a� a O✓
FOR CATEGORY II DEVICES AND NCCOT APPROVED. 0 0 13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6 WIDE. CONSTRUCT MEDIAN ISLANDS 0 W
LL ADA RAMP LOC. CONCRETE PAD I D TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. =. LU as SEAL <a
3- ONLY NCDOT APPROVED COMPOSITE AND ROLL-UP SIGNS MAY BE MOUNTED ON THE BARRICADE RAILS. 0 SIDEWALK FOR CBU m Q
U MOUNT SIGNS TO BARRICADE RAILS TO ENSURE SIGN WILL NOT BECOME DETACHED UNDER NORMAL z /� 0 /,,� 0 030523
WIND AND TRAFFIC CONDITIONS. �_q CA W Z
co a CBU LOCATION WITH SIDEWALK 14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH Z
4- SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT FROM THE GROUND TO THE BOTTOM OF THE SIGN Q co
0 THE SURFACE STREET.UNLESS SIGNS R11-3 OR R11-4 ARE REQUIRED BY THE PLANS OR DIRECTED BY THE ENGINEER. O Fy "'. GIN
0) 5- BARRICADE MUST BE NCHRP 360 FOR CATEGORY II DEVICES AND NCDOT APPROVED WITH STABILIZER 0 < FIGURE 2 N g v y �...
BAR OR ADEQUATE LATERAL BRACING. cc:Q 1-1 LU 15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE NG
/ 6- ASSEMBLY OF THE GENERIC BARRICADES MUST BE SELF CERTIFIED BY THE ASSEMBLER. d CBU PLACEMENT FOR C & G SECTION RESIDENTIAL LOCAL AND COLLECTOR ~z U) o
rn a � �
IS PLANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. = II (o y
7- BARRICADES USED TO CLOSE A ROADWAY SHALL EXTEND ACROSS THE ENTIRE ROADWAY. WHERE H a
Q LOCAL TRAFFIC MUST BE MAINTAINED, THEY MAY BE PLACED IN A STAGGERED PATTERN. m
8- STRIPES ON WORK ZONE BARRICADE RAILS SHALL BE ALTERNATE ORANGE AND WHITE a SUBDIVISION STREETS -n 16. PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 0
RETROREFLECTIVE STRIPES, SLOPED DOWNNARD TOWARDS THE SIDE WHICH TRAFFIC IS TO PASS OR
TURN IN DETOURING. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD A O Z SCALE
TOWARD THE CENTER OF THE BARRICADE OR BARRICADES. -C STATE.OF NORTH CAROLINA 17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD. LU
,0 9- USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES. 2 AS INDICATED
DEPARTMENT OF T
10- ALL BARRICADES MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST. TRANSPORTATION September 1, 2
015 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
11- PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION'S NCHRP 350 APPROVAL CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN. DRAWING /� C /�
/ LETTER NUMBER ON BARRICADE FRAME. STANDARD DETAILS
ov 12- PLACE SANDBAGS OR OTHER APPROVED BALLASTING METHODS ON THE FEET OF THE FRAME. DO NOT
� PLACE SANDBAGS ON TOP OF A STRIPED RAIL OR STABILIZER BAR. DO NOT BALLAST BARRICADES BY
0 HEAVY OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE
IF THE BARRICADE IS STRUCK BY A VEHICLE. SHEET 1 OF 1
j 1145.01
SHEET 3 OF 3 SHEET 3 OF 3
N 848 . 05 848. 05
0
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COPYRIGHT @ 2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"
MODIFY WINGS TO LEVEL FOR

RISER STRUCTURE
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ti~ ' (� - LENGTH
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tiff m n filter A master planning . civil engineering
fabric COIR FIBER BAFFLES urban design . landscape architecture
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OR METAL P05T LENGTH p ' g
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filter n NOTES: PEDESTAL LENGTH = H x 1.5
fabric 1. SEED&PLACE MATTING ON INTERIOR AND EXTERIOR SIDESLOPES. 1.1 1' SEDIMENT (OR APPROVED LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
STORAGE (MIN. 5')
2. INSTALL A MIN.OF(3)COIR FIBER BAFFLES IN ACCORDANCE W/STANDARD 6.65. EQUIVALENT) 1823 ROAD
NOT TO SCALE 3. INSTALL SKIMMER&COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT.FROM BOTTOM OF BASIN. NOT TO SCALE NOT TO SCALE 1823CHE QUINNQUINTER, SOUTH CAROLINA 29706
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SEDIMENT TRAP DETAIL SEDIMENT BASIN WITH SEDIMENT BASIN WITH SKIMMER OUTLET NCDEQ6.64
GEOTECH
STD. NO. AND EMERGENCY SPILLWAY R 5/ 3 SUMMIT ENGINEERING
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6.60 .61
3575 CENTRE CIRCLE DRIVE
FORT MILL, SOUTH CAROLINA 29715
704.504.1717
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"C" ENCLOSURE
KEY MAP
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Riprap Device PVC PIPE
Q PVC PIPE
or Slope Drain 1/2" HOLES IN
PVC TEE UNDERSIDE ORIFICE
Earthen 'Ifthetemporarysedimentbasinwillbe 11Gauge PVC TEE
embankment Emergency converted to a permanent stormwater basin Landscaping Staple PLATE
with stabilized Spillway of greater depth,the baffle height should be
N side slopes / / temporbased ary
the imentbasin.00l depth inguse asa FLEXIBLE
HOSE Q
temporary sediment basin.
O GatFles i
N Note:Install three(3)coirfiber baffles in basins
Steel Post
p atdrainage outlets with aspacingof1/4the i T-("Depth PROJECT
\ basin length.Two(2)coir fiber baffles can be u END VIEW
installed in the basins less than 20 ft in length Baffle Material should be secured to the bottom FRONT VIEW
with a spacing of 1/3 the basin length. and sides of basin using 12'landscape staples M C C O Y FARM
3 Figure 6.65a Porous baffles in a sediment basin. The flow is distributed Figure 6.65b Coir Fiber Baffle Detail Cross section of a porous baffle in a SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
° evenly across the basin to reduce flow rates and turbulence, sediment basin.
J resulting in greater sediment retention. NOT TO SCALE NOT TO SCALE
Q
w
0 EROSION 8c CONTROL BAFFLE DETAILS S K M M ERWESLEY CHAPEL
Q srD. No. WESLEY CHAPEL, NORDTH CAROLINA
of 6.65A & B 30.02E
Q
0 8'mox.standard siren th fabric with wire fence Wire PROJECT NUMBER
z 6'mox.extra strength fabric without wire fence fence Construction: CHAIN LINK FENCING Construction:
Q Cross-Section CONSTRUCTION: wirHz MAX OPENINGS 19076
View -t' CONSTRUCTION:
V) 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC 10'MAX. 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC
steel Filter FILTER FABRICS. Steel Post CHAIN LINK FENCING FILTER FABRICS. DATE
Post Steel fabric Backfill trench Natural 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE
post and compact Wire Fence FILTER FABRIC 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE
Plastic or thoroughly ground GROUND.(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF 05/07/2021
(9 wire ties GROUND.(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF
U THE STRUCTURE) z THE STRUCTURE)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO
I 18_P4 FLOW ISSUED FOR
Wire AVOID JOINTS.WHEN JOINTS ARE NECESSARY SECURELY FASTEN THE FILTER CLOTH ONLY AT A
CO '•' ., • � � � ��� ��_ � AVOID JOINTS.WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT A
fence =4" Upstope SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
O Natural ••• min• •°• SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE CONSTRUCTION DOCUMENTS
ground �� 18-24"SILT FENCE, 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
$" UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. Plastic or
/ min Wire ties 34"MAX.CHAIN LINK 7EXCAVATE
b i UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.WIRE FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.WIRE REVISIONS
U) OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH. ANCHOR SKIRT; ENCHAND COMPACT OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.
Q 8"down&4" °^ 5. MODIFICATION: STONE BACKFILL NO. DATE DESCRIPTION BY
forward along • • 4" 5. MODIFICATION:
C) 24the trench 5.1. INSTALL MINIMUM 2 INCH DIAMETER GALVANIZED STEEL POSTS,SIX FOOT LENGTH,SPACED NO
Filter 8"down&4" 5.1. INSTALL MINIMUM 2 INCH DIAMETER GALVANIZED STEEL POSTS,SIX FOOT LENGTH,SPACED NO NO REVISION, ORIGINAL
W fabric FURTHER THAN 10 FEET APART.DRIVE THE POSTS A MINIMUM OF 36"INTO THE GROUND. 24" forward along the 2"DIAMETER STEEL FURTHER THAN 10 FEET APART.DRIVE THE POSTS A MINIMUM OF 36"INTO THE GROUND.
1-- 5.2. FASTEN 9 GAUGE OR HEAVIER GALVANIZED CHAIN LINK FENCE(2 3/8 INCH MAXIMUM OPENING)42 trench POST 0 02/09/2022 SUBMISSION JF/JM/HN
5.2. FASTEN 9 GAUGE OR HEAVIER GALVANIZED CHAIN LINK FENCE(2 3/8 INCH MAXIMUM OPENING)42
(n INCHES IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR HOG RINGS. INCHES IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR HOG RINGS, REVISION PER 1ST CITY
/ Table 6.62A Maximum Slope Length and Slope for which Sediment 5.3. EXTEND BOTH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE Filter Fabric CROSS SECTION 5.3. EXTEND BOTH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE 1 08/12/2022 COMMENTS JM/HN
W Fence is Applicable. AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE
I- Slope Slope Length(ft) Maximum Area(W) ENDS OF THE SUPER SILT FENCE. ENDS OF THE SUPER SILT FENCE. REVISION PER 2nd CITY
(n e2% 100 10,000 5.4. ORANGE SAFETY FENCE IS REQUIRED WHEN GRADING IS ADJACENT TO TREE SAVE AREAS,SWIM 2"DIA.STEEL POST
REFER TO SWIM BUFFER GUIDELINES).THE COLOR ORANGE IS 5.4. ORANGE SAFETY FENCE IS REQUIRED WHEN GRADING IS ADJACENT TREE SAVE AREAS,SWIM 2 09/23/2022 COMMENTS JM/HN
I—, 2 to 5% 75 7,500 BUFFERS,STREAMS OR WETLANDS
� 5 to 10% 50 5,000 ( BUFFERS,STREAMS OR WETLANDS(REFER TO SWIM BUFFER GUIDELINES).THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. REVISION PER NCDOT
1010 20% 25 2,500 MAINTENANCE RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
W MAINTENANCE >20% 15 1,500 5.5. SLOPE LENGTHS CANNOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION 5.5. SLOPE LENGTHS CANNOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION 3 07/05/2023 COMMENTS JM/HN
W AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL UNLESS SILT FENCE OUTLET(S)ARE 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH 1 INCH OR GREATER RAINFALL.MAKE ANY REQUIRED AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL UNLESS SILT FENCE OUTLET(S)ARE
= PROVIDED. REVISION PER NCDOT
(n 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH 1 INCH OR GREATER RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY. PROVIDED.
/ REPAIRS IMMEDIATELY. 6. EXCAVATE THE TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT 6. EXCAVATE THE TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED 4 12/15/23 AND E&SC COMMENTS JM/HN
0 LINE OF THE POSTS AND UPSLOPE FROM THE BARRIER. PROMPTLY. LINE OF THE POSTS AND UPSLOPE FROM THE BARRIER.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT SCM 1 &ROADWAY
Q 7. PLACE 12 INCHES OF FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND REDUCE 7. PLACE 12 INCHES OF FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
PROMPTLY.
U
8. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUTS. 8. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH IMPROVEMENT REVISION 5 04/04/24 JM/HN
/ PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUTS. COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. REVISON PER NCDEQ
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT 9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
Q 6 06/19/24 REVIEW COMMENTS JM/HN
U AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. NOT TO SCALE NOT TO SCALE
v NCDEQ: SECTION 6.62, EFFECTIVE DATE: 11/12/2020 "MODIFIED NCDEQ: SECTION 6.62, EFFECTIVE DATE: 11/12/2020 MODIFIED
SILT FENCE ° SUPER SILT FENCE MODIFIED
6.62 6.62
I
Q
:3 1
p 4'MIN. SILT FENCE
DRAINAGE 010 LONG. H W N D V TEMPORARY' DRAINAGE Q10 LONG. H W N D V MANAGER:
M DRAWN gN
CHANNEL AREA (AC.) (cfs) SLOPE(%) B MIN. MIN. (flow depth) (fps) LINING CHANNEL AREA (AC.) (cfs) SLOPE(%) B MIN. MIN. (UNVEGETATED) (flow depth) (fps) LINING
T.D.-CLEAN 16.6 41.0 2.6% MAX. 3' 2.6 13.5' 0.034 2.1' 2.73 CLASS B RIP-RAP CHECKED BY: HN
U A 1.4 6.4 2.0 1' 1.3' 9.0' 0.043 0.8' 2.76 S150
C
T.D.-A 0.95 3.7 1.0% MAX. l' 1.3' 9.0' 0.051 0.75' 1.6 S150
B 2.3 10.5 2.0 1' 1.4 10.0' 0.043 0.9' 3.25 S150
p TOP OF SILT FENCE T.D.-B 2.9 13.2 3.3% MAX 1' 1.3' 9.5' 0.035 0.85' 4.6 S150 SEAL
MUST BE AT LEAST 1'Y
C 1.5 6.9 2.0 1' 1.3 9.0' 0.043 0.8' 2.83 S150 T p -B2 2.4 9.1 1.0% MAX. 1' 1.5' 10.0' 0.047 1.0' 2.2 S150
ABOVE THE TOP OF
D 3.1 14.1 2.0 1' 1.5 10.0' 0.039 1.0' 3.57 S150
THE WASHED STONE y T.D.-C 0.5 1.9 1.0% MAX. 1' 1.l' 8.0' 0.055 0.6' 1.3 S150
E 2.1 9.6 2.0 1' 1.4 10.0' 0.041 0.9' 3.15 S150
0 T.D.-D1 4.3 16.5 4.0% MAX 2' 1.3' 10' 0.045 0,8' 4.88 CLASS B RIP-RAPLL. CARO
STEEL FENCE POST T.D.-D2 2.4 11.0 2.0% MAX 1' 1.4' 10' 0.045 0.9' 3.3 S150 Q� S S/°_<�
M 1.8 6.2 1.0 1' 1.4 10.0' 0.049 0.9' 1.9 S150 '•�� �,f•
WIRE FENCE FRONT VIEW T.D.-El 8.0 30.4 6.0% MAX 1' 2.1' 13.8' 0.082 1.5' 4.1 CLASS B RIP-RAP
O * T =5 MIN., C=0.50, 1=7.58 (10-YEAR EVENT) . 9aa
HARDWARE CLOTH ** B North American Green T.D.-E2 1.6 2.5 3.0% MAX 1' 1.0' 7.0' 0.082 0.5' 2.5 S15000 °•a SEAL <a
U BURY VVIREFENCE, �CLEANWATER BYPASS USES 10YR E&SC PEAK FLOW FROM SCS ANALYSIS. Y RIP-RAP
U FILTER FABRIC, + USE SPECIFIED NORTH AMERICAN GREEN MATTING TYPE OR EQUIVALENT. T.D.-F 3.5 16.0 2.0% MAX 1' 1.5' 10.0' 0.039 1.0' 3.8 S150 030523
FILTER OF#57 ++ P 1.8 8.2 2.0 1' 1.3 9.0' 0.041 0.8' 3.0
USE FILTER FABRIC UNDER RIP-RAP. 5150
(9 o AND HARDWARE 1.0 3.9 2.0% MAX 0' 1.3' 8.0' 0.044 0.8' 2.4 S150 a
WASHED STONE �a T.D.-G
w CLOTH IN TRENCH FILL SLOPE T =5 MIN., C=0.6, 1=7.58 (25-YEAR EVENT) "� GINE °a O 4 rTM
IN. T.D.-H1 1.6 6.1 2.0% MAX 1' 1.3' 9.0' 0.040 0.8' 2.8 S150 0 /k
O a WIDTH
3'FILTER FABRIC STEEL FENCE POST SET MAX 2' v�
ek�8tig o T.D.-H2 1.3 6.0 2.0% MAX 1' 1.3' 9,0' 0.040 0,8' 2.8 S150 By North American Green NG \
/ boaaa ,A ON GROUND NOTES: APART MIN.18"INTO SOLID GROUND z' MI COMPACTED BERM \ yJ
d7 "0°'8 o 1. Hardware cloth and gravel should overlay the silt fence at least 0.25 1.3 2.0% MAX 0' 1.0' 7.0' 0.049 1.Q' 1.7 S150 W II 0(0
ado 8a 12 inches. FINISH T.D.-I
o°do mob 2. Stone outlets should be placed on low elevation areas of silt --NATURAICGR 1 SILT FENCE T.D.-J 2.5 9.6 2.0% MAX 1' 1.4' 9.5' 0.041 0.9, 3.2 S150 FILTER FABRIC, IF APPLICABLE
fence and based on field conditions. (SEE NOTE 2) 6" MIN. FREEBOARD (TOE IN AT TOP OF FREE
0.6 2.4 2.0% MAX 0' 1.2' 8.5' 0.046 0.7' 2.1 S150
41I v T.D.-K \ BOARD, TYP.) SCALE
U BURY WIRE FENCE AND MAINTENANCE: 0.5 2.4 2.0% MAX 0' 1.2' 8.5' 0.046 0.7' 2.1 S150 H
BURY 6"OF 1SIl T.D.-L 3 D �' AS INDICATED
HARDWARE CLOTH 1. Per NCG-01,inspect outlet at lest once a week and after each 1 inch or ll... ~Z 3.1 14.1 2.0% MAX 1' 1.5' 10.0' 0.039 1.0' 3.6 S150 7
UPPER EDGE OF II_q,I. Lj �" ° T.D.-0
0 FILTER FABRIC IN greater rainfall event.Complete any required repairs immediately. Il.. „ �� �� �� o =- II"' II ll..,
2. Freshen stone when sediment accumulation exceeds 6 inches. " DRAWING
CIL TRENCH NOTE: NqT
/ 3. Keep mesh free of debris to provide adequate flow. URq� B
p 4. Remove sediment when half of stone outlet is covered. 1. DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 1%. I(j I GROVND (0 M IN.) STANDARD DETAILS
NCDEQ:EFFECTIVE DATE:11/12/2020 SECTION VIEW 5. Replace stone as needed to facilitate de-watering. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM B
NOT TO SCALE NOT TO SCALE CROSS-SECTION
I—, SILT FENCE NOT TO SCALE
TEMPORARY SILT DITCH NCDEQ 6.20 MODIFIED
OUTLET F30.06C GRASS SWALE
21 . 17
C6 =3
COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

Compost Sock Compost Sock 12" MIN.
L=The distance such that points � SPACING TYP.*
A and B are of equal elevation FLOW 3IN►I- 3IN. AREA TO BE KEY/ANCHOR MATERIAL
AREATOBE FLOW L- 1-
PROTECTED �-. PROTECTED AT TOP OF SLOPE
A B ltir
_ L 12INMIN.� 12INMIN. '" '=T Mulch or *Compost 36" MIN. SPACING TYP. /
I -2 in x 2 in -1 in x 2 in p t � / GENERAL NOTES:
STAKES STAKES for Untrenched Socks ` P
AREATOBE /
1. LAY BLANKETS LOOSELY AND
SECTION SECTION PROTECTED � t � % STAKE OR STAPLE TO MAINTAIN �1
"=lflr DIRECT CONTACT WITH THE SOIL. pr
`
Figure 6.83a Space check dams in a channel so that the nest of downstream dam is at elevation of the toe of Flow of upstream dam. Compost Sock � DO NOT STRETCH.
2. *DIMENSIONS SHOWN ARE
9"min
1.5'min. AF MPS' PX. MINIMUM, MANUFACTURED
FF M PRODUCTS MAY HAVE ADDITIONAL master planning . civil engineering
Work Area e
6" REQUIREMENTS THAT MUST BE
OVERLAP MET. urban design . landscape architecture
IN SLICE 3. SLOPE SURFACE SHALL BE FREE 919 berryhill rd.ste 101 charlotte,nc 28208
" ti`* ��/,; \ -.;'• OF ROCKS, SOIL CLODS, STICKS,
` TRENCH INTO GRASS. MAT/BLANKETS SHALL 704.332.1204 . www.dpr.design
A GROUND PLAN j HAVE GOOD SOIL CONTACT.41N.MIN. NC Firm License C-0560
t
ffFF WOOD MULCH OR COMPOST 4. DETAIL SHOWN IS FOR SLOPE
Filter Cloth TO 1/2 HEIGHT OF LOG MATTING. FOR CHANNEL OR PIPE
12"of NCDOT#5 or#57 j OUTFALL MATTING SPECIFICATIONS,
washed stone \ 1.5' Plan View UNTRENCHED INSTALLATION OR ENTRENCHED INSTALLATION* I I WATER TABLE PLEASE REFER TO NCESCPDM
\- *THIS APPLICATION MAY NOT BE USED ! /I I j STANDARD #6.17 AND CLIENT/OWNER
ii WITH COMPOST SOCKS SMALLER THAN 12 IN- MANUFACTURER'S GUIDELINES.
Class B Riprap ?r MILLS VENTURES, LLC.(R. DEAN HARREL)
2'max.at Table 6.66b-Compost Sock Spacing versus Channel Slope / 5615 POTTER ROAD
f center Channel Sloe % Spacing Between Socks feet NON-WOVEN GEOTEXTILE FILTER CLOTH MATHEWS, NORTH CAROLINA 28104
Filter cloth ' �� 8-inch Diameter Sock 12-inch Diameter Sock FABRIC 4' ABOVE SOURCE WATER. 704.870.4614
1 67 100
2 33 50 KEY/ANCHOR MATERIAL TO TOE OF SLOPE. SURVEYOR
3 22 33 NOTE: OPTIONAL AS NEEDED EAGLE ENGINEERING
4'to 4 17 25 PER FIELD CONDITION 2013AVAN BUREN AVE.
Cross-Section View NOT TO SCALE 5 1 1 20 NOT TO SCALE NOT TO SCALE INDIAN TRAIL, NORTH CAROLINA 28079
704.882.4222
TEMPORARY ROCK CHECK DAM DETAIL STD. ND. TEMPORARY COMPOSIT SOCK DETAIL STD. NO. EMBANKMENT MATTING DETAIL WETLANDS
6.83 6.66E 30.96 LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA29706
GEOTECH
SUMMIT ENGINEERING
3575 CENTRE CIRCLE DRIVE
FORT MILL, SOUTH CAROLINA 29715
LENGTH AS NECESSARY 704.504.1717
#5 WASHED STONE CLASS I RIP RAP TO GO THRU DIKE FOR SPECIFICATIONS, REFER TO RIPRAP FILTER BERM BASIN DETAIL.
6" MIN. THICK x 3' HIGH (MIN)
SEDIMENT PIT FEMA
RIP T REQUIRED IF BASIN
RAPFIILT RWASHED
B HE
ERMSiONE IS OLOCATTED DOWNSTREAM MAP#3710449600J, EFFECTIVE 10/16/2008
PIPE; FOR SIZE, REFER TO RIPRAP FILTER ORED
F PIPE OUTLET.
BERM BASIN DETAIL.
PIPE KEY MAP
1.5' MIN. 1r SEDIMENT PIT '
36"PIPE DIAMETER MAX.
/ FLEXIBLE PIPE
/ TIE DOWN 10' MAX. SPACING ' II-
/ / Val
TIE DOWN AT END
4' (MIN)' _
- DIAMETER (D)
VOLUME = 3600 FT' PER ACRE DISTURBED TO TOP OF BERM ELEVATION.
SURFACE AREA REO'D - 435 SQ. FT. PER CFS 010 PROFILE (-
PERSPECTIVE VIEW -
T
STAKES'
GENERAL NOTES: AT LESS THAN 19 SLOPE ,'*' - EARTH DIKE
RIP-RAP APR
• ' +
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT + '
EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS. ' +
12 2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED. EXTEND TO EDGE OF DISTURBANCE
Q 3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM HEIGHT.
4. MAY BE USED AT PIPES WITH MAX. DIAMETER OF 36".
5. FILL OVER PIPE TO BE 1' MIN. HIGHER THAN TOP OF STONE. CONSTRUCTION SPECIFICATIONS:
6. REFER TO NCDEQ E&SC MANUAL 6.55.3 FOR CONSTRUCTION SEQUENCE AND //5 OR/j57 WASHED STONE
MAINTENANCE. 3' MIN. CLASS B OR CLASS 1 RIP RAP 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
t' DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
NIN FINISHED GRADE HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
N I Ik�ll
O L� 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
N BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
(D F0w H:2' MIN. _ PARTY OR HIS AGENT.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PROJECT
PIPE EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
N 1.5' MIN. TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
11 MIN. 2' MIN. MCCOY FARM
CLEANOUT EL TION (SEE NOTE 3)
SECTION NOT TO SCALE NOT TO SCALE
3 °
° GRAVEL AND RIPRAP FILTER BERM BASIN FLEXIBLE PIPE SLOPE DRAIN
J 30.12 F 30.04
Q
LLB
0
WESLEY CHAPEL ROAD
WESLEY CHAPEL, NORTH CAROLINA
Of
Q
0
z PROJECT NUMBER
Q 19076
to
DATE
I05/07/2021
U NOTES
CO 1. A STABILIZED ENTRANCE PAD OF 2-3' OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO ISSUED FOR
FI PUBLIC STREET. CONSTRUCTION DOCUMENTS
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE, ANGLE IRON
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY °o r
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. °O°O°O O O O a O O O O 0."
REVISIONS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
fn 0 0 0000000000o z o00 0000000000000°00000000o0°0 0 0 0
Q 4. ANY SEDIMENT SPILLED. DROPPED.WASHED. OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE _ -12� 0 0 0 0 o NO. DATE DESCRIPTION BY
U SWEPT BACK ONSITE ON A NIGHTLY BASIS. u 3"TUBE STEEL -
-III III I III =
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA -III O _ _ _ _ _ _ _ NO REVISION, ORIGINAL
LLJSTABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B. _ -I -III-I 1=1 - -III- 1-III-III III-I -
-III- 1 I-III-III-III-�I-1 1-I -1If-III-I -I 11- 0 02/09/2022 SUBMISSION JF/JM/HN
(/) 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY(STD. 10.24&10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY III-III-III-III-j I a III-III III_
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.. -III- I" HAL LING AWILL BE DONE.WHERE EXTENSIVE REVISION PER 1ST CITY
LJ..I 1 08/12/2022 COMMENTS JM/HN
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION. wz
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REVISION PER 2nd CITY
50'MIN.+TIRE WASH 2 09/23/2022 COMMENTS JM/HN
PUBDC STREET REVISION PER NCDOT
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0
GENERAL NOTES: o NOTES:
m 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
1. UNIFORMLY GRADE A SHALLOW 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
DEPRESSION APPROACHING THE ASPHALT BERM
INLET. STEEL POST TO INSTALLATION. (TYP.)
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE ASPHALT BERM
2. DRIVE 5-FOOT STEEL POSTS 2 FEET mi,
o -DESIGN STORM WSEL DIRECTION OF THE ENGINEER. (TYP.) �� CURBLINE ���
INTO THE GROUND SURROUNDING THE w- J 1 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE �i
x i i DIRECTION
INLET. SPACE POSTS EVENLY AROUND 4' MAX. 3 AND/OR CLOSE OUT OF GRADING PERMIT. CURBLINE i
THE PERIMETER OF THE INLET, A 9-GAUGE HARDWARE CLOTH WOVEN FILTER FABRIC =III 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR _� DIRECTION EDGE ��� OF FLOW
MAXIMUM OF 4 FEET APART. - ---------- ----------- - _ - -_ OF FLOW i
(}� MESH OPENINGS) a III-III-III BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). i OF //� ��
3. SURROUND THE POSTS MATH WIRE ------------ 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS �i �� PAVEMENT �i
AS LONG AS STORM DRAINAGE IS NOT IMPEDED. • design
MESH HARDWARE CLOTH. SECURE HOOD (J r
THE WIRE MESH TO THE STEEL NVERT ELEVATION OF OPEN THROAT YARD INLET POSTS AT THE TOP, MIDDLE, AND (OR TOP OF GRATE IF GRATE-TOP INLET USED) i� 1/2 OF LANE WIDTHBOTTOM. PLACING A 2-FOOT FLAP
OF THE WIRE MESH UNDER THE NCDOT #5 OR #57 GRATE �� CATCH BASIN INLET ��
RECOMMENDED. WASHED STONE 2' CL CATCH BASIN(INL)
GRAVEL FOR ANCHORING IS PROTECTION (TYP.)
PROTECTION TYP. master planning . civil engineering
4. PLACE CLEAN GRAVEL (NC DOT#5 z 16' MIN. GONE toN TOP OF BERM CONTOUR GRATE urban design . landscape architecture
OR #57 STONE) ON A 2:1 SLOPE ��EJP SHOW AND LABEL ON PLAN OPTION 1 OPTION 2
EXPANSION 1" REBAR FOR BAG
WITH A HEIGHT OF 16 INCHES Head RESTRAINT REMOVAL FROM INLET CATCH BASINS ALIGNED CATCH BASINS OFFSET OR
AROUND THE WIRE, AND SMOOTH TO ACROSS STREET INDIVIDUAL CATCH BASIN 919 berryhill rd.Ste 101.charlotte,nc 28208
AN EVEN GRADE. 2' Drainage Opening H Top of 704.332.1204 . www.dpr.design
5. ONCE THE CONTRIBUTING DRAINAGE Structure#: Area (ac) Invert Elev (FT) Berm Elev. Freeboard > D� -o DEFLECTOR REQUIRED WHEN USED ON NC Firm License#C-0560
AREA HAS BEEN STABILIZED. REMOVE NCDOT #5 OR #57 n n FILTER BAc EXISTING MAINTAINED STREETS.
ACCUMULATED SEDIMENT, AND WASHED STON 1A-15 1.20 603.50 0.32 604.50 0.68 NOTES:
ESTABLISH FINAL GRADING 7DUMP LOOPS DEFLECTOR SHALL E PLACED SUCH STAR
1A-16 0.60 602.30 0.20 603.30 O.sO IR WILL NOT COMPLETELY OBSTRUCT TRORM
ELEVATIONS. FlLTERED WATER FLOW FROM ENTERING VIA THE CURB 1. TEMPORARY BERMS ARE INSTALLED TO ACHIEVE ROLLED
wA 1A-17 0.40 603.40 0.16 604.40 0.84 OPENING. ENSURE NO MORE THAN 25% OF ASPHALT
CURB OPENING Is OBSTRUCTED. DESIGNED DRAINAGE AREAS PRIOR TO FINAL ASPHALT
6. COMPACT THE AREA PROPERLY AND 1A-18 0.90 601.20 0.27 602.20 0.73 LIFT BEING INSTALLED ON ROAD SURFACE. 3" MIN.
STABILIZED IT WITH GROUNDGOVER. CLIENT/OWNER
p (
1B-04 2.20 621.10 0.49 622.10 0.51 n 2. CONTRACTOR TO INSTALL TEMPORARY BERMS ON
1B-15 0.80 619.20 0.25 620.20 0.75 CATCH BASIN INTERMEDIATE COURSE, ON HIGH SIDE OF CURB INLETS 24" � MILLS VENTURES, LLC.(R. DEAN HARREL)
p FOR STRUCTURES ALONG THE STREET SLOPE. 5615 POTTER ROAD
1B-26 0.90 613.30 0.27 614.30 0.73 p n OUTLET MATHEWS, NORTH CAROLINA 28104
3. REMOVE BERM PRIOR INSTALLING FINAL ASPHALT LIFT,
1B-27 0.50 606.50 0.18 607.50 0.82 on FINISHING ROAD SURFACE. BERM CROSS SECTION 704.870.4614
2A-05 1.50 619.10 0.38 620.10 0.62 4. REMOVE ACCUMULATED SEDIMENT FROM ABOVE BERM
213-01 0.90 617.90 0.27 618.90 0.73 WEEKLY AND AFTER RAINFALL, AS NEEDED TO MAINTAIN SURVEYOR
26-02 0.60 616.50 0.20 617.50 0.80 SECTION INSTALLATION FUNCTION. EAGLE ENGINEERING
NOT TO SCALE 2B-03 0.40 1 615.50 1 0.16 1 616.50 1 0.84 NOT TO SCALE NOT TO SCALE 2013AVAN BUREN AVE.
INDIAN TRAIL, NORTH CAROLINA 28079
HARDWARE CLOTH AND GRAVEL NOT TO SCALE 704.882.4222
2 GRADING AT YARD/DROP INLET j CATCH BASIN INLET PROTECTION TEMPORARY ASPHALT DIVERSION BERM WETLANDS
INLET PROTECTION 1 30.09
a
30.18
LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA29706
a EXIST.CONTOUR PROPOSED FILLSLOPE ALTERNATIVE 1 : MATTING AS SPECIFIED BY PLAN. 9" MIN. Y n'OODEN STAR
GEOTECH
I I DO NOT BREAK MATTING. rI SUMMIT ENGINEERING
00 DO NOT CUT TRENCH FOR WATTLE.
WATTLE F- 4 FT.--I 2
Q � - TEMPORARY DIVERSION 1 3575 CENTRE CIRCLE DRIVE
LL N F-I \� - - - \ FORT MILL, SOUTH CAROLINA 29715
QO c z \ DITCH SEE CLDSM #30.05
RUN SILT FENCE PARALLEL I m 00 OO I \ \ \ SEE NOTE 1 2 OR FLATTER 10' MAX. �k} T
TO CONTOURS(LEVEL FROM 704.504.1717
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END TO END),TURN ENDS UP I 1 X 1 \ \ \ \, - - - - \ \ ~� I_-- FEMA
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t3' HAZARD SEE INSERT A KEY MAP
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\ �� SF
�S F \ \ ALTERNATIVE 2:
O SHEET FLOV� \\ �P NOTES: 10' MAX.
1. IF DIVERSION DITCH USED, IT SHOULD 3' WIDE BENCH J 1 OR FLATTER STAKES&STAPLES: 2"x2"x24"LONG
00 \ \ \\ FLOW INTO SEDIMENT BASIN ROCK SEE NOTE #2 2 FOR 10'WATTLE USE(4)DOWNSLOPE&(2)UPSLOPE. WATTLE
SF STONE OUTLET \\ \ CHECK DAM, OR SLOPE DRAIN �� USE 0.125 IN.DIA.STEEL WIRE FORMED INTO'U'SHAPE NOT TOP VIEW DOWNSLOPE STANCE
I PROP.PERIMETER OFFSET FROM LOW \ D 5%_� LESS THAN 12"IN LENGTH. INSTALL STAPLES APPROX.EVERY
LD \ 2. BENCH SHOULD BE GRADED AT 0% 10' CONSTRUCTION 1 LF.ON BOTH SIDES OF WATTLE AND AT EACH END.
w SUPER SILT FENCE,TYP. POINTS,TYP. �R1 E SEDIMENT TRAP LONGITUDINAL SLOPE (oN-CONTOUR) HIGH ACCESS
QI AREAS WHERE PROPOSED HAZARD
GRADE INTERSECTS SILT FENCE
J 1 OR FLATTER MATTING: INSTALL IN ACCORDANCE WITH MATTING
SEE CLDSM
EXISTING GRADE. SEE PLAN #30.0613
N 2 10' MAX. DETAILS&SPECIFICATION,OR SECTION 1631 OF NCDOT SPECS.
FOR TRAP LOCATIONS
AT TOE OF FILL SLOPE AT TOE OF FILL SLOPE WIRE MES WATTLE: USE 9"WATTLE MIN.(OR AS SPECIFIED)INSTALL WATTLES FOLLOWING CONTOURS
ALONG CONTOUR ALONG EXIST./PROP. GRADE SEAM u OF SLOPE. OVERLAP SEGMENTS A MIN.OF 1 FT.(OR AS SPECIFIED). SPACE ROWS EVERY 10
CV FT.MAX.VERTICALLY OR A MAXIMUM OF 20 FT.ALONG SLOPE(OR AS SPECIFIED).
O
CV ISOMETRIC VIEW
N TYPICAL ENHANCED SILT FENCE INSTALLATION NOT TO SCALE PROJECT
CITY OF CHARLOTTE RUNNING WATTLE ON MATTED SLOPE
\ NOT TO SCALE LAND DEVELOPMENT STANDARDS SLOPE STABILITY 30 M C C OY FARM
CO NON-FURROW RESTRAINT) 30.98
30.97 �'��- INCLUDES CHARLOTTE ETJ .1 12 NOT TO SCALE (6 1 2
3 ACHIEVE TOP OF MAINTAIN TEMP.
EXISTING GRADE, TYP FILL SLOPE DIVERSION DITCH, TYP
J - INSTALL SLOPE MATTING, NOTES: MATURE TREE PROTECTION ZONE RADIUS
TEMP. DIVERSION
DITCH, TYP AS NEEDED PER FIELD CONDITION, 1. INSTALL SITE PERIMETER SUPER SILT FENCE,ETC PER EROSION
Q OR AS SPECIFIED ON PLANS TRUNK GOOD BETTER BEST
LLJ 2:1 MAX --_ CONTROL PLANS.
0 2. FILL SLOPE EMBANKMENT CONSTRUCTION SHALL BE DONE IN DRY FENCE MATERIAL: DIAMETER PROTECTION PROTECTION PROTECTION
3:1 DESIGNED i � ORANGE, UV RESISTANT WESLEY CHAPEL ROAD
�� �� WEATHER CONDITION. TEMPORARY DIVERSION DITCH MUST BE 8 INCHES 10 FEET 12 FEET 20 FEET
O I HIGH TENSILE STRENGTH WESLEY CHAPEL, NORTH CAROLINA
2:1 MAX FILL �/ MOVED UP AS SITE AND EMBANKMENT ARE BROUGHT UP TO POLYETHYLENE LAMINAR
Q PROP. PERIMETER �/ 3:1 DESIGNED �i GRADE.CONTRACTOR TO WATCH WEATHER FORECAST TO ¢ 12 INCHES 15 FEET 18 FEET 30 FEET
Q SILT FENCE, 3' MIN. BARRICADE FABRIC LJ
z FROM PROP. TOE FILL
PROVIDE TEMP.DIVERSION DITCH AT END OF EACH WORKING DAY 16 INCHES 20 FEET 24 FEET 40 FEET PROJECT NUMBER
IN EVENTS OF RAIN. COORDINATE WITH DESIGN ENGINEER AND
Q SLOPE, TYP PROP. PERIMETER 201NCHES 25 FEET 30 FEET 50 FEET 19076
SILT FENCE, 3' MIN. CITY INSPECTOR AS NEEDED. w m
to FROM PROP. TOE FILL 3. PROVIDE N.A.G.NATURAL FIBER MATTING SC15OBN OR APPROVED z
STEP 1-INITIAL INSTALLATION AT TOE OF PROPOSED SLOPE SLOPE, TYP EQUAL ON ANY FILL SLOPE THAT IS GREATER THAN 10'IN HEIGHT. J o NOTES: MAINTENANCE: DATE
STEP 3-RELOCATE DIVERSION TO TOP OF FILL SLOPE AS FILL IS PLACED,TYP. PROVIDE RUNNING WATTLE,PER DETAIL 4,SHEET C6-2,KEYED IN 1. Leave critical areas(such as flood plains, 1. Prune any damaged trees.In
EXTEND TEMP.SLOPE DRAIN AS NEEDED. SLOPE AT EVERY 10'VERTICAL. o O steep slopes and wetlands)with desirable spite of precautions,some 05/07/2021
U TEMP. DIVERSION 4. FILL EMBANKMENT ACHIEVES TOP SLOPE IN STEP#3,AND LJ
trees in their natural condition or only damage to protected trees may
YARD SLOPE VARIES. TTACH SIGN o
CIO DITCH, TYP SEE GRADING PLAN PERMANENTLY STABILIZED,MATTED,&VEGETATED. TO POST w partially cleared. occur.In such cases,repair any ISSUED FOR
2. Select trees to be preserved before siting damage to the crown,trunk,or
INSTALL SLOPE MATTING, PROPOSED LOT PAD CONTRACTOR TO MAINTAIN DIVERSION DITCH TO CONTINUE 0000000 0CD=)= 0 00000000 0000000 roads,buildings or other structures. root system immediately.
O AS NEEDED PER FIELD CONDITION, CONSTRUCTION DOCUMENTS
GRADE, TYP. DIVERTING RUNOFF TO RESPECTIVE EROSION CONTROL BASINS. 0000000 00000000 00000000 0000000 2. Repair roots b cutting off the
0) OR AS SPECIFIED ON PLANS. ROAD 0000000 00000000 00000000 0000000 3. Minimize trenching in areas with trees. p Y 9 0
INSTALL SLOPE MATTING, 2% MIN. 5. ONCE LOT BUILDING PADS ARE ESTABLISHED,IN STEP#4, WITH 0000000 D0000000 00000000 DCDC_D====CD= Place several utilities in the same trench. damaged areas and painting
/ AS NEEDED PER FIELD CONDITION, _-_ APPROVAL OF SITE INSPECTOR,DIVERSION DITCH MAY BE 0000000 0CDCD==0 TREE ==CDCD 00 0000000 REVISIONS
(n OR AS SPECIFIED ON PLANS 0000000 00000000 PRorEcnoN 00000000 0000000 4' 4. Prohibit or restrict access to tree protection them them with tree paint.
REMOVED TO BRING LOTS REARYARD TO FINAL GRADING 0000000 0000000 ZONE 00000000 0000000 MINIMUM zones TPZ Post"Kee Out"signs on all Spread peat moss or moist NO. DATE DESCRIPTION BY
0 0000000 KEEP OUT Fjq000=CD 0000000 zones(TPZ). p 9
U 2:1 MAX i CONDITION. INSTALL TEMPORARY SILT FENCE ON TOP OF FILL 0000000 00000 C-1 0000000 sides of fencing and do not store topsoil over exposed roots.
i FILL / SLOPE TO CAPTURE ANY RUNOFF FROM REARYARD. 0000000 00000 00 C-)C-) CD 0000000 3. Repair damage to bark b
3:1 DESIGNED FILL 0000000 00000000 000000 0000000 construction equipment or materials in TPZ. p 9 Y NO REVISION, ORIGINAL
W i� 2:1 MAX �� 6. FOR FILL EMBANKMENT PART OF STORMWATER SCM PONDS,IT IS GRADE _ _ 5. Monitor trees using a professional or train trimming around the damaged 0 02/09/2022 SUBMISSION JF/JM/HN
~ " -11= _� - _�_ _�_ _�_ _� area,taper the cut to provide
3:1 DESIGNED i SUBJECT TO GEOTECHNICAL ENGINEER'S SITE INSPECTION, -Ill= =Ill=1ll- =1ll= =1ll= =1ll� Ill =1ll� =1ll�..I "' your staff to monitor tree health during and p p
Cf) PROP. PERIMETER =Ill-11111- I' "-III,Ill =1ll _" II II,111ll1�1 =111=III II " I� - -1ll=ll1 II =III-III
/ _� �/ TESTING,AND OVERSIGHT. ALSO SEE SCM-BMP POND DESIGN, -III-ITI-"' -1ll-III _ITill =III- - 2' MIN after construction on a regular,frequent drainage and paint with tree REVISION PER 1ST CITY
LLJ SILT FENCE, 3' MIN. PROP. PERIMETER _ ��� basis. paint. 1 08/12/2022 COMMENTS JM/HN
FROM PROP. TOE FILL DETAILS,SPECS.
- SILT FENCE, 3' MIN. I - 6. Assign a crew member to weekly TPZ fence 4. Cut off all damaged tree limbs
(n SLOPE, TYP FROM PROP. TOE FILL -r above the tree collar at the REVISION PER 2nd CITY
/ integrity checks.Repair and replace TPZ
SLOPE, TYP 4' trunk or main branch.Use three 2 09/23/2022 COMMENTS JM/HN
U) STEP 4-REMOVE DIVERSION WHEN SLOPE IS VEGETATED AND WITH APPROVAL OF SITE INSPECTOR
STEP 2-RELOCATE DIVERSION TO TOP OF FILL SLOPE AS FILL IS PLACED,TYP. 1.33 Ibs�LF STEEL POST fencing as needed.
. MINIMUM separate cuts to avoid peeling REVISION PER NCDOT
INSTALL TEMP.SLOPE DRAIN FOR ANY EMBANKMENT>1O'H. IF CONSTRUCTION IS ACTIVE ON HOUSE BUILDING PADS,INSTALL TEMP.SILT FENCE ON TOP OF FILL SLOPE. RADIUS AT LEAST bark from healthy areas of the 3 07/05/2023 COMMENTS JM/HN
w NCDEQ: EFFECTIVE DATE: 11/12/2020 1.25 FEET PER 1 INCH tree.
OF TREE DIAMETER REVISION PER NCDOT
o FILL SLOPE EMANKMENT CONSTRUCTION SEQUENCE & DETAILS NOT TO SCALE 4 12/15/23 AND E&SC COMMENTS JM/HN
NOT TO SCALE TREE PROTECTION DETAIL SCM1 &ROADWAY
j 30.99 40.02 5 04/04/24 IMPROVEMENT REVISION JM/HN
REVISION PER NCDEQ
Q 6 06/19/24 REVIEW COMMENTS JM/HN
O
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>� STL,-HEAVY-DUTY
N HINGES(3 PER SIDE) NOTE:
+� ALL FENCE MATERIAL TO BE
4"MTL,PIPE-FILLED PRESSURE TREATED.
W1 CONC,
W%6"WOOD FENCE POST,
I LAIC ' INSTALL BEHIND WALL IN
Q 12'X24"SLEEVE-IT
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GRADI NG SEAL
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C 6"X6"POST
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N 2"X4"MIDRAIL 4"FINE SAND BASE
/
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DRAWING
SOLID WASTE GATE AND FENCE DEALS DETAILS NOTE: STANDARD DETAILS
CONTRACTOR TO REFER TO LATEST CITY OF
U) CHARLOTTE (2019 EDITION) & NCDOT ROADWAY
/ STANDARDS (2018 EDITION) FOR LATEST APPLICABLE
N DETAILS AND SPECS. DETAILS SHOWN ARE FOR
REFERENCES PURPOSE ONLY.
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C6 =4
COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
PARTIII PARTIII THE NCG01 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER DETAILS NOTE:
PARTIII 1. Maintain vehicles and equipment to prevent discharge of fluids.
SELF-INSPECTION,RECORDKEEPINGAND REPORTING SELF-INSPECTION,RECORDKEEPINGANDBEPORTING Implementing the details and specifications on this Ian sheet will result in the construction CONTRACTOR TO REFER TO LATEST CITY OF
SELF-INSPECTION,RECORDKEEPINGAND REPORTING p g P P 2. Provide drip pans under any stored equipment. �'B
activity being considered compliant with the Ground Stabilization and Materials Handling .ra CHARLOTTE(2019 EDITION)&NCDOT ROADWAY
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a o
SECTION A:SELF-INSPECTION SECTION C:REPORTING sections of the NCG01 Construction General Permit(Sections E and F,respectively). The :e.a o p ,1� STANDARDS(2018 EDITION)FOR LATEST APPLICABLE
SECTION B:RECORDKEEPING project. L0 _L _ *B-t
Self-ins actions are required during normal business hours in accordance with the 1.Occurrences that must be reported permittee shall comply with the Erosion and Sediment Control plan approved by the3 0 0 ` DETAILS AND SPECS. DETAILS SHOWN ARE FOR
P q g 1.E&SC Plan Documentation 4. Collect all spent fluids,store in separate containers and properly dispose as 0e -(l•v
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: delegated authority having jurisdiction.All details and specifications shown on this sheet REFERENCES PURPOSE ONLY.
44
The approved L&SC plan as well as any approved deviation shall be kept on the site. The hazardous waste(recycle when possible).
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetla rid. may not apply depending on site conditions and the delegated authority having jurisdiction. B �"n, �-��:�.o.
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. 5. Remove leaking vehicles and construction equipment from service until the problem �...r.v�W=G%- Ira- .- ��
greaterthan 1.0 inch occurs outside of normal business hours,the self inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner SECTION E:GROUND STABILIZATION has been corrected. la�•r.•.-no-c
performed upon the commencement of the next business day. Anytime when inspections described: (b) Oil spills if: 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products s'_ roam • e e design
P P Y Y P Required Ground Stabilization Timeframes a.eB sari
�::off.4m:
• The are 25 allons or more
were delayed shall be noted in the Inspection Record. Y g , to a recycling or disposal center that handles these materials. °m'°"`"""""°"`"'c'm"°`-parr..®,.,.��.�,.�. ���
They are less than 25 gallons but cannot be cleaned up within 24 hours,
Stabilize within this
Item to Document Documentation Requirements • many calendar BELOW GRAB&ae AWIJT STRUCTURF ABOVE GRAnE WASHIIIT
-- The cause sheen on surface waters(regard of volume or Site Area Description Timeframe variations lEr1E
Frx STRUCTURE
quency ' Y ( g }� days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
Inspect (during normal Inspection records must Include: {a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy Y g master planning . civil engineering
and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume). [and disturbance 1. Never bur or burn waste. Place litter and debris in approved waste containers.
Nosiness hours Y pp urban design . landscape architecture
locations,dimensions and relative elevations and sign an inspection report that lists each (a) Perimeter dikes, g p
(1}Rain gauge Daily Daily ralnranamovnts. 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
maintained in N no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan, E&SC Measure shown on the approved E&SC swales,ditches,and 7 None race taco on site to contain construction and domestic wastes.
good working holiday periods, and no individua"a fall information is Plan_ This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311 receptacle) 1. Do not discharge concrete or cement slurry from the site.
y rain q p perimeter slopes 919-7r%A 7berryhill rd.ste 101.charlotte,nc 28208
order available,record the cu mutative rain measurement for those tin- initial installation of the F&sc Measures or if of the Clean WaterAct(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERC LA 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local �n n zz�1�n.I .J,..,,lJ....;..,-.
attended daysd this will determine if a site inspection is Ref:40 CFR 302.4 or G.S.143-215.85. waters unless no other alternatives are reasonably available.(a" p the F&sc Measures are modified after initial ( ) (b) High Quality Water Y and state solid waste regulations and at an approved facility.
n�edcd). bays on which no rahifau occurred snap be recorded as 7 None
eror' The p-raittee may use another min-monitoring advice installation. (HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in . .- . ..
approved by the Division (b) A phase of grading has been completed. Initial and date a copy of the approved F&St b Anticipated bypasses and unanticipated bypasses. from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within
( ) p YP p YP c Slopes steeper than If slopes are 10'or less in length and are P P
z>Easc at least ante per 1. Identification ortne measures inspected, Plan or complete,date and sign an inspection O p p 7 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
Measures 7calend-days 2. Date and time or the inspection, 3:1 not steeper than
report to indicate completion of provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary and within 24 3. Nameorthc person perrormingthc Inspection, allOWed concrete washouts per local requirements,where applicable. f an
construction phase. (c) Noncompliance with the conditions ofthis permit that may endanger health orthe
Hours of a rain 4. Indication or whether the measures were operating -7 days for slopes rester than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
event;1.0 inch in properly. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment. Y P g
24hours S. Description of maintenance reeds for the measure, length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two CLIENT/OWNER
In accordance with the approved E&sc Plan or complete,date and sign an inspection containers overflow. types of temporary concrete washouts provided on this detail.
5. Descd tion,cadence,andaateoftorrediveanionsraken. -Ida days perimeter dikes, YP p Y
Plan. re art to indicate cam Nance with a roved Y p
(a)scormwater at leastoneeper 1. Decripli r,evid n e,andd teofcorroalh inspected, P p pp 2.ReportingTrmeframasandOtherRequirements d Slopes 14 MILLS VENTURES, LLC.(R. DEAN BARREL)
discharge 7calentlardays 2. Oateandtimeoi the inspection, ground cover specihcations. ( ) p ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
"atfans{500%) and within 24 3. Name ofthe person porformingthe inspection, (d) The maintenance and repair Complete,date and sign an inspection report.
After a permittee becomes aware of an occurrence that must be reported,he sha II contact Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or 5615 POTTER ROAD
boom of a rain 4. Lviacnce of indicators of storrewater pollution such as oil the a ppropriate Division regions I office within the tirneframes and in accordance with the -10 da s for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must MATHEWS, NORTH CAROLINA 28104
requirements far all E&SC Measures Y
ent>1.0 inch in sheen,fl"ati gars spendedsohdsordiscoloration, other requirements listed below. Occurrences outside normal business hours may also be be pumped out and removed from project. 704.870.4614
24 Hours 3. Indication otvisible sediment leavin the site, have been performed. -7 days for perimeter dikes,swaes, PAINT AND OTHER LIQUID WASTE
e reported tothe Division's Emergency Response personnel at(800)662-7956,(800) 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
5. Description evidence,and damofoorr-ti arsons taken. (e) corrective actions have been taken Initial and date a copy of the approved F&sC 858-0368 or 919 733-3300. ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
to E&SC Measures. Plan or complete,date and sign an inspection ( ) (e) Areas with slopes can be shown that no other alternatives are reasonablyavailable. At c minimum,
(4)Perimeter of At leas[once per It visible sedimentation is found outside site limits,then a record SURVEYOR
g flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
sae 7-lecal-day_, otthe ianowingshallhe made: install protection of storm drain inlet(s)closest to the washout which could receive
report iv indicate the completion of the there is zero sloe waters unless no other alternatives are reasonably available. spills or overflow. EAGLE ENGINEERING
and within 24 i. Actions taken to clean up or stabilize the sediment that has left p Y
i
corrective action. P
hours of o rain the she limau. Occurrence Reporting Timeframes After Discovery)and Other Requirements p g. ( ry) q Note:After the permanent cessation of construction activities,an areas with tom orar 3. Contain liquid wastes in a controlled area.
evem>1.0 incn in z. DestnpOxn,eyidente,anddateofconective atsonstakan,and p Y p Y 7. Locate washouts in an easily accessible area,on level ground and install a stone 2013A VAN BUREN AVE.
(ay visible sediment • Withinzcalend an p g pappropriately entrance ad in front of the washout. Additional controls may be required the za Hours 1. An explanation as tome acNonstakenroconrrol future ground stabilization shall be converted to permanent round stabilization as soon as 4. Containment must be labeled,sized and laced for the needs of site. p y q y INDIAN TRAIL, NORTH CAROLINA 28079
deposition in a • Within 7 calendar days,a report that contains a description of the
releases- 2.Additional Documentation practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. 704.882.4222
(5}5trcarr or At least once per It the stream or wetland has increased visible sedimentation or a Stream or wetland sediment and actions taken to address the 6duse of the deposition. pp g Y'
In addition to the E&SC Plan documents above,the following items shall be kept on the Division staff may waive the requirement for a written report on a activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
wetlands onsite 7calentlar days stream has visible inueased wrbldiry from the construction Y 4 P g g p 1
nrnttste and within 24 activity,then a record hall be made: site case-by-case basis. surface stable against accelerated erosion until permanent ground stabilization is achieved.
y, following limits. Post signage on the washout itself to identify this location.
lwhere hours of a ran 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • If the stream is named on the NC 303Id)list as impaired far sediment- PORTABLE TOILETS WETLANDS
P GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
accessible) event?1.0 incn in I. Recardsotthe required reports toiheappropriate Division Division provides asite-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional 1. Install portable toilets on level round at least 50 feet awe from storm drains
24hours RogionalOfficeperParull,scctionc,Item(2)(s)ofthispermit p g y overflow events. Replace the tarp,sand bags or other temporary structural LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
requirement not practical: monitoring,inspectionsorapply mare stringent practices if staff Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary 1823 QUINN ROAD
of this permit- Y
determine that additional requirements are needed to assure compliance techniques in the table below:
stabilonnd otgr each phases t_ area phase or canning(i gnub leg,orparimotolr for q offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
stabiliration gfgrading measures,clearingantlgrubbing,installation orstorm (a) This general permit as well as the certificate of coverage,after it is received. with the federal orstateimpafred-watersmnditions. p CHESTER, SOUTH CAROLINA 29706
b oils ills and Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags.
measures drainage rncditics,complcuon of all land�diswrbing ( I P� Within za hours,an oral or electronic notification rho notiNcation 10. At the completion of the concrete work,remove remaining leavings and dispose of
activity,constru"ran or redevelopment permanent b Records of inspections made durin the previous 30 days. The ermittee shall record release of shall include information about the date,time,nature,volume and •Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
ground cover). ( ) P g P Y P hazardous location of the spill or release. other mulches and tackifiers other mulches and tackifiers foot traffic areas.
z Docurnortatinn,hattherequired ro"ad srahniratlnn the required observations on the Inspection Record Form provided by the Division or P caused by removal of washout.
g substances peritem •Hydr0Rolled eeding •G reinforcement
matting
permanent soil 3. Monitor portable toilets for leaking and properly dispose of an leaked material. GEOTECH
res havebecn provides wnhinthe rngmred a similar inspection form that includes all the required elements.Use of p g p p Y p Y
11b)-(cl above •Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace rimerrame or an assurance that meywM he provided as electronically-available records in lieu ofthe required paper copies will be allowed if Y g p p SUMMIT ENGINEERING
(c)Anticipated • Areportat least ten daysbefone the date of the bypass,ifpossible. withouttem temporary grass •H droseedin with properly operating unit.
as possible. _ shown to provide equal access and utility as the hard coca ids. P Yg Y g
bypasses 140 CFR The report shall include an evaluation of the anticipated quality and p p y p g
soon P P q Y •Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES 3575 CENTRE CIRCLE DRIVE
122.41(ml(3)) effedof the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement (c) All data used to complete the Notice of Intent and older inspection records shall be •Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label FORT MILL, SOUTH CAROLINA 29715
(d)unanticipated • Within 24 hours,an oral or electronic notification. •Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT
maintained for a period of three years after project completion and made available bypasses[40 CFR - Within 7 calendar days,a report that includes an evaluation of the restrictions. 704.504.1717
sufficient to restrain erosion 1. Show stockpile locations on tans. Locate earthen-material stockpile areas at least
upon request. [40 CFR 122.41] 122 a1(mK3)I quality and effect of the bypass. p p p 2. Store herbicides,pesticides and rodenticides in their original containers with the
•structural methods such as concrete,asphalt or SO feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of FEMA
(e)Noncompliance Within 24 hours,an oral or electronic notification. g P
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental with the conditions • Within 7calendardays,a report that contains a description of the poisoning. MAP#3710449600J, EFFECTIVE 10/16/2008
•Rolled erosion control products with grass seed available.
of this permit that noncompliance,and its causes;the period of noncompliance, - 3. Do not Store herbicides,pesticides and rodenticides in areas where flooding is
may endanger including exact dates and times,and if the noncompliance has not 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water KEY MAP
health or the been corrected,the anticipated time noncompliance is expected to POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately.
environment[40 continue;and steps taken or planned to reduce,eliminate,and 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible.
CFR 122.41(1){7)] prevent reoccurrence Of the noncompliance.140 CFR 122.41{I)(6). 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
• Division staff may waive the requirement for a written report on a 2, A flocculants at or before the inlets to Erosion and Sediment Control Measures. with the
case-by-case bass. Apply approved plan and any additional requirements. Soil stabilization is defined
,� 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
(,'r-r-,?• PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
(, r..• NORTH CAROLINA 1. Create designated hazardous waste collection areas on-site.
�r ,P Environmental Quality 4. Provide ponding area for containment of treated Stormwater before discharging
-_ Q y y.ry 2. Place hazardous waste containers under cover or in secondary containment.
offsite. r b,
�+ 7� q 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover is�r, J NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
ir
NCGOI SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE 04/01/19 or surrounded by secondary containment structures. f Environmental quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 11
Q Z 0 GENERAL NOTES: Z 0
TOP OF FILL TOP OF FILL TOP OF FILL t' 0 m BACK OF CURB FRAME GRATE AND HOOD O m OZ
1--I> I--I V SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. M cn 0_0 0(n
�< G X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12e ~Q C� EXPANSION JOINTS >-
tn Q 3 0) ZO " ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Z _ _~ Z 6" EJ Z I--
-
Z 2 D r••r O W _ TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT N Lyr . D H O I 4-6' 4`-6 ==0
GROUND LINE H GROUND LINE H GROUND LINE H J O H T O'rl--I CD
Y � :. .:t v Y '0 1 12" CENTERS AS DIRECTED BY THE ENGINEER, LL J d f-r Z I-'O T1 O 6" 6" LL J O N
d Z M Z 1=D v.- _ L _- - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O = m Z _� #4 BARS "V" T STD. 840.03 FRAME, O d=Z
O O=rn_ L7 O Car A - =Z - i--r D @. EQUAL SPACES HI GRATE & HOOD O 2 rn -
O rx=nran_x� sxr=Cgx�u,c a:Ills u_ur� pin�b�_-IIr_u1= Z _ _ 2M m 'v ---- _ ;c IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB WQ L.L= 170�0. I-�1L¢" 1L¢° WQZw
rx f"r9 ugn'T ix w,4l�rlprr Ip U¢O "T1 Z m in a.. ;a AS SHOWN ON STD. N0. 840.00. H U O(:S _TI Z D m 3rr I III��I I ,i H U O
rx I rII , _ " S O O 6" 8 6" i USE TYPE "E", "F"AND "G" GRATES UNLESS OTHERWISE INDICATED. F- h-1 fit o O / Q N
CN COMPACT AFTER COMPACT AFTER �_ Z M Z F-r .r TI .v ---- :I UJ F O W Z f-r // H= ZLLI
I _- _ e' PIPE I8 PLACED + •- e' r _- e+ PIPE IS PLACED 0 w O C)F-r .. a p -'I FOR 8'•O" IN HEIGHT OR LESS USE 6"WALLS AND BOTTOM SLAB. OVER =LL F-r J 17 O Fy / rn LL.O J
&PRIOR TO S W F r 8 PRIOR TO LL. J n= Z o _ 6'-0' TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O a = = = = I--r
O PLACEMENT OF TYPE 2 1 PLACEMENT OF CC O r-I Q • -Lr I D °:,-':' °' ?:' QUANTITIES ACCORDINGLY. O N= O=,Z R _N R w O O fit PROJECT
\ ::;f:• FILL = :;;q.;•, ere GEOTEXTILE _ :,;yt: �_ FILL Z I1¢ � to
� �:o m ° CONSTRUCT WITH PIPE CROWNS MATCHING. F N D� a a PLAN M I. "
Nt�l-.n=rN I I.O./6 MIN. I+r• r" II-D cn I-y P LAN " d 0 N m rn 4 y I--I
••• NOT LESS = •• .• •• d I-'I O �( v g" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". I
W❑ fit O <J J ¢J U. CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r CL
W 0 M C C OY FARM
iT - ..° .
r.,
I.D./6 MIN. J �- I_uI=Of=ru�u+=rx�n-n THAN 8" Iq[.5,11=n+=ru11? rp1 =rrr- EARTH ❑ Z r DRAWING NOT TO SCALE. 0 Z m a m ❑
NOT LESS THAN 6" I.O./6 MIN. _ - _ W - r in d
4hou TOP TOP ELEVATION SECTION X-X Q
O.D. + 3' NOT LESS THAN 6' Y'e" PER FOOT OF 'H' m m io ae w
BUT NOT LESS THAN 12"
CP ROCK O.D. +3 11
' NOR MORE THAN 24" 0,p, +3' - io a. USE ON FLAT ELEV. EXPANSION JOINT 6
3 NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR. TOP ELEVATION
-p UNSUITABLE MATERIAL FOUNDATION E _
----- __
--- SEEMSTDGNOTE840D0900D STEPS - STD. N0. 840.66
PIPE IN TRENCH STEPS - STD. NO. 840.66 7 1S
TOP OF FILL TOP OF FILL--7TOP OF FILL 6' 6 6' _______ _ -_-
A _ DEPRESSED GUTTER LINE
'- EXPANSION JOINT m
v.' #��±
TOP ELEVATION M `
Q Z m o.;- o ,II� = PLAN OF TOP SLAB SECTION S-S
L _- - . -A o z z ELEVATION =o
LJ..I cc ~ O r o'- I o '.. :�' m ,6 - LL I--I O NORMAL CURB AND GUTTER ON LIGHT GRADES LL Z
0 O . : 6' B E+ O r (7 N WESLEY CHAPEL ROAD
H MIN. O.D. H MIN. O.D. MIN. O.D. H MIN. O.D. LL Z CD ...c. v' C.7 N Z F-r
MIN. O.O. - MIN. O.O. _ _�- _ I 1 0 147777777 .v E+I
�- _ " ° v' o:. '. FZ-I Q W i = NORMAL GUTTER LINE Z m W
N Cr3 J N X . s G 6 3 m - N M = EXPANSION JOINT "r a WESLEY CHAPEL, NORTH CAROLINA
r, r, SECTION Y-Y a Q
Q rr GROUND LINE TYPE 2GROUND LINE .� I--I Q --I -1 D ° tO .oy a -1 „ �, USE ON GRADES OVER 294 EQEV. = = d
!� ;s °• s- Z J � m � 6° : C 6" ce M cl) 6" l--E #8 "W" BARS #4 BAR 6„ I--I
0 GROUND GEOTEXTILE Q ~ W = RI Z °' �. D O V 'S R1 D I 0 (� _ PROJECT NUMBER
Q -- -- _ -- - = 0 EL = tar RISER HT. °'_ o' 0 i cf' _ Z @EQUAL SPACES _ L -- Q It
r _A sr,ral urn-x,_xr= A, snr�, rrsln-nr_xI= ❑ Z I--1 C D VARIES w5 �. = Q LO C tar
F- =xr_nGzx?I _u=n+_rxaR-ur >r � = COMPACT AFTER g•,�.•, - = IL = ov D m DEPRESSED GUTTER LINE = Q LO 19076
•:••• y:.. --: 4 . ,. ,p':: -PIPE IS PLACED t�' � ~ � � 0 - - G 0 _ 0 > � EXPANSION JOINT I MAX I fi' 0" Q � _
•...
.PRIOR TO - In J � -� - ?':. :o;.o 4'.' = - Led
I 0
o. 10
COMPACT AFTER -LI.D./B MIN. - PLACEMENT OF = W O g" oSECTIONo J-J " ` " LLI = #4 BARS "U" ^- '� Z =
PIPE IS PLACED 9 .° m ::.s.. ,,:.'�'- Q = Car 0 1 v2" Q LLI = DATE
&PRIOR TO NOT LESS THAN 6' rrl=ln_,d=_rnjr,r_,dJrr_tr1 FILL fnl=1n_u=_IN11I ,xJI,_m m = _ ELEVATION
T ❑ IL 4 = 7D 1 O F- ~
I PLACEMENT OF I.D./B MIN. �AB DIRECTED I--I D v0' WHERE 30" TO 38" PIPE IS USED
p,p, +2' I.D./6 MIN. Z 1--1 " -c. SEE NOTE SECTION M-M rn W _ " D DOWEL
FILL NOT LESS THAN 6' MIN. O.D. MIN. O.D. BY ENGINEER X 0 `.L - I--I SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES W = 05/07/2021
(O NOT LESS THAN 6' O.D.- 2' Q d LU N WHERE 42" TO 54" PIPE IS USED = N -0 M I= N
U It" PER FOOT OF W J m � Z WHERE 30" TO 36" PIPE IS USED CO �„� T m � Z Cn V �
BUT NOT LESS THAN 12" � CoI7 RISER HT. r--I ZINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN- XEIGHT N WITH NO RISER
I NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" LL LL VARIES CoN I-r Z
O UNSUITABLE MATERIAL FOUNDATION } O F-I T :; o.o:•;, o.4. (CD O DIMENSIONS OF 80X AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS J OISSUED FOR
PIPE ABOVE GROUND Z O 1 V -n PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U RARS-V BARS-IN TOT.CONC. ONE PIPE (}
_ N
Q __ J o.:.l J z z o TOTAL TOP 80TTOM EiIff.1 z CONSTRUCTION DOCUMENTS
W D A B C G H E F _. LENGTH N_ LENGTH N0. LENGTH LeS. SLAB SLAB q ,Ig g C.M. R.C.
GENERAL NOTES: ❑ .•;i' I--''- 12" 3'-0" 2'-2" - 2`-9" -- - - - -- - - 0.235 0.772 0.015 0.026
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q 0 " 0',•1 A 15" 3'-O" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O c A ''?I �a',
T. o'. o l 18" 3'-0" 2'-2" 3'-3" 0.235 0.867 0.033 0.049 REVISIONS
°t Q o
U) O.D. =THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. ----- SPRINGLINE OF PIPE Q � I
'D,} o a. s.:� dl.:.
m 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.0850 Irlr1 - �0 30" 3'-O" 2'-2" 3'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 9'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 NO. DATE DESCRIPTION BY
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 I 36" 3'-O" 2'-2" 3'-10" 4'•9" 1'-8" 4'-0" 4 1'-11" 9 9'-9" 3 9'-9" 43 0.161 0.958 1.714 0.132027U ABOVE AND BELOW SPRINGLINE. WHERE 42" TO 54" PIPE IS USED y b •-.-:: p.:::.:pi- ,, - 'v N 3'-0" 2'-2" 4'-5" 5-3' 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.316 1.738 0.180 0.243 NO REVISION ORIGINAL
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP L p•.o�•-s-OF THE EMBANKMENT Ai THAT POINT. JJ�
Eli ® APPROVED SUITABLE LOCAL MATERIAL. DETAIL SHOWING METHOD aa" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.3.1
SHEET 1 OF 2 OF RISER CONSTRUCTION SHEET 1 OF 2 54" T-0" 2'-2" T-7" 6'-3" 2'-7" 3'-2" 4 V-10" 5 2'-11" 3 2'-11,1 41 0.1An 0.386 2.307 0.297 0.401 0 02/09/2022 SUBMISSION JF/JM/HN
(� ® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. gq„;rrr=r UNDISTURBED EARTH MATERIAL PLAN PLAN SHEET 2 OF 2 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT SHEET 2 OF 2 REVISION PER 1ST CITY
/ 0 840.02 840.02 840.02 840.02
k:.t: LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 1 OB/12/IO22 COMMENTS JM/HN
LLI FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR UI FOR FOUNDATION CONDITIONING. ENCAPSULATE
� UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3
U) ACCOMPLISH COMPACTION. 1300.01 REVISION PER 2nd CITY
/ 2 09/23/2022 COMMENTS JM/HN
U
REVISION PER NCDOT
w
ELI 3 07/05/2023 COMMENTS JM/HN
= z REVISION PER NCDOT
% 00 o m zo 0rn 4 12/15/23 AND E&SC COMMENTS JM/HN
m
p H F y v 244" Mores: a Q SCM 1 &ROADWAY
Q N. Z 43' NOTE: USE TYPE "E", "F" AND G' GRATE - �� Q Q �- DETAIL SHOWING TYPES OF GRATES �I Q a ;Z =
r-r Z 2'-11�4" I z 2
U DNoo UNLESS OTHERWISE NOTED. fi- Pit o P z'r=C-j �W 0 USE ACCORDING TO WATER FLOW. 17/2" z�= W1 (FT.) D 6" THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING "CrEDU 5 04/04/24 IMPROVEMENT REVISION JM/HN
_ r•-r (3 . D r--r = F-r=Car U STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, LL J O l�
/ r- --I It J O Fy r -rl (n B O d Z
m Z = - _ 00,55M d Z m Z 2 O O d='� F838.39, 838.51, 838.57, 838.63 AND 838.69. Oil/)= BENISON PER NCDEQ
QG)O�(7� T n r W Q LL ., O Car =z - * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q Q LL= 6 06/19/24 REVIEW COMMENTS JM/HN
p ?m D D m T Q = _m D m TYPE "G" TYPE "E" TYPE "F 11 A A r� W Q LL F-c> o
Z F-•UQ00 .. Z'D 1 7 r+ HC,)a0= 1-0" 1'-D" FOR IN ACCORDANCE WITH SPECIFICATION SECTION 638. Q = H
7D 22 _ 2Lgn M _ I 9/g ¢ car F-
L _ O o r^ _ Z t y Z=0 o o Q F Fy USE 4000 PSI CONCRETE, l-= Z W
U Z r••r a r-n __ _ N N 0 F LL O J r-r O rM11M T U) OZ W * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 cn Li-. J
� n 2�Z _ SECTION - LL SECTION - MM C O"Q n 2_Z T CC 0 r-r Q � - FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING O Oc O W CC
' �D D _� o o - Z N R g D WATER FLOW SAG WATER FLOW I gar/8'+ Z CO= o TO ASTM A185 WITH 2" MIN. CLEARANCE. Z .�
D A o o A ALIGN FRAME WITH INSIDE D D T ] H2 1 H2 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH ao -r
+ ; 1�Br rr � MMR H a
U) co~ ' EDGE OF WALL TO ALLOW c d❑ cl, __________________________________ d f-r CS/RCP OSHA STANDARD 1926.704. r w 17
O) Z FOR VERTICAL ADJUSTMENT I „ �I I y
O o o T1 1 - j W❑ z 1�,I r 0❑ H1 H1 PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ❑
3: L niq I G;;;;;;;__Q . WALL SECTION JJ�� B 2 fr CONTRACTOR
�� 1 ---_ - * ALL ELEMENTS PRECAST TO MEET ASTM C913.
O O T T _ ____ _ __ - WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
SECTION - BB
1��� `�8" 1 O PROJ. MANAGER: HN
� B SECTION - PP SECTION - NN ��� �..[� AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
C� SECTION B-B a" O.C.(TYP.) m 6" 8" O.C. CHA DRAWN BY: JM
4' ____________________________,______ REFER TO CHART
L A\_REFER TO CHART
O PLAN \ -►-I -m Z OT 1 " 21 2Z FOR BAR SIZE FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS J 1e CHECKED BY: HN
LU
Z , , ASS'Y N '� � _ ~ ." m r-r AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION =C M =D Z I II �m O 0 LL a Q M =y Z -r WATER FLOW -� SAG �- WATER FLOW �- p= O C0 ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. O J
c►� 3r _ = p0 Car SECTIONA-A LL Om LL 3rn
0 m m � 6" 2'-01, Brr _ z = in m r-r Car _ = z Q SEAL
Y _ _ - cn z '
O� - ., 10 0 O = TYPE "Fit TYPE "E" TYPE "G" TYPE - E ~ Z W w
I z 0 � s'-o" m I 1 M Q z Q z a s ENDWALL DIMENSIONS H
L_ to = D 0 v nT o o Q U Cn = > 9 RAISED FLOW ARROW = W2 (F� 1 o W a
D „ p FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX.
N n ❑
L- D -1 0a Z K L M -K a 1 1 ❑ a Z P %6 HIGH 23�-►i I�� 0 ^< PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 W2 O N C'A
v 171 D a °' Q D D RAISED FLOW ARROW 2Q" _ Cr N Q oc I� R
N z -1
C D N p SECTION - AA Q W Z <7 R1 %6" HIGH -� D _ Q LY z _ di
1.0 #5 @ 8" 1.25/2.00 2.00/3.75 1.25/1.75 3.00/3.75 5.50/6.00 Q Q " "S S °°""�
>, „ zHzQ vNv -� ❑ 1- I I o VIr O FF �O^".. -
fl v Q Q � v O c� Z a 1.25 #5 @ 8" 1.25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/6.75 ZQ Z _ ✓ 9
L n D = _m m F O N tar M O 1 � fY O V 1.50 #5 @ 8" 1.25/2.00 3.00/4.25 1.50/2.5D 3.50/3.75 6.50/6.75 F_ V c a"a �<a
D z L M �� 7� N ' cn z y Z 11�n ' = 1/2 CO C'3 to N SEAL
m - Z 2.0 #5 @ 8" 1.50/2.50 4.00/4.75 1.75/2.5D 4.00/4.25 7.50/8.25
U = 0 Z a� FRAME PLAN SECTION - JJ a) W O = Z T �" a a ro w D 2.5 #5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 Q N Lu 030523
= S7 � - 3'-0?�" 5% J N = O �$ F-I LIJ� U) I 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11.75 0 Q cs a°=,a tw !(L
O D o R it rr aI - 1 " Q C� z �Ga
3' R z = D O O P r 11/2" „ Z \ 0 ye 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 O NJ -, GINE
Cl) by "sass ��
00 tti _ ¢ -- -' - - _ W 1L O= CD 1 ++ 1�4rr I � 1/8 1�/2 R I/t' W � O �� 4.0 #5 @ 8" 3.50/4.50 6.50/7.00 3.25/3.5D 6.50/6.75 13.00/13.25 13 Cc ��
.7-- Z v > Z yB W 0 N G Y
1 6" 2'-0" 6" W � LL 2 -1134 2'-11-U PLAN 4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.OD 7.00/9.25 13.50/15.75 LL II � (���
Cn 3 6n 3 0' 6 31/2" n 6Y43 1� - 11/2„ 11/2'L-1l-�-t��BIr � 1j/2/f 5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75 O
J- ++ [-`= 5.5 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75
/ SECTION - KK Q 111/2" 1 6+ 4r rr 13/4" SECTION A-A 1�2 � I /B'+ 6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75
U) �..--�.- _ . SCALE
U SHEET 1 OF 2 R SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F : SECTION A-A SHEET 2 OF 2 SHEET 1 OF 1 AS INDICATED
HOOD ELEVATION SECTION - RR TYPE G T
0 840.03 840.03 840.03 840.03 838.80
L_
0- DRAWING
DETAILS NOTE: STANDARD DETAILS
L_ CONTRACTOR TO REFER TO LATEST CITY OF
Jc CHARLOTTE (2019 EDITION) & NCDOT ROADWAY
STANDARDS (2018 EDITION) FOR LATEST APPLICABLE
N DETAILS AND SPECS. DETAILS SHOWN ARE FOR
-a
REFERENCES PURPOSE ONLY.
1 � I C
06 -5
COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. ZO 1 It"CLR. z z
O O
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" 1-y W r RAD N� GENERAL NOTES: "U)
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. ' F- 2" WEEP HOLES F-
Q Q Q USE CLASS "B" CONCRETE THROUGHOUT.¢ Y Q Q
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR#4 BAR DOWELS AT Q Q F-
¢
12" CENTERS AS DIRECTED BY THE ENGINEER. Z =U Z =U PROVIDE ALL DROP INLETS OVER 3'-B" IN DEPTH WITH STEPS 12" z =U
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. W J O" • W J Q IO-I I ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. W J O H
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O 0 co=Z V V w = O O =Z I I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR#4 BAR DOWELS AT O O U)=Z
AS SHOWN ON STD. NO. 840.00. Z ^ >U 2 - 3" X 1/4" THICK 2 Z ., 12" CENTERS AS DIRECTED BY THE ENGINEER. Z ..
Lu Q LL 2 a ROUND OR SQUARE LU Q W x X I X Lu Q W x
FOR 8'-0" IN HEIGHT OR LESS USE 6"WALLS AND BOTTOM SLAB. OVER F-U¢O 1-U Q O 1 -� USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. U Q O
8'-0' TO 16'-0" IN HEIGHT USE 8"WALLS AND BOTTOM SLAB. ADJUST Q HO-I ¢ CUT WASHER Q f0-1 - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q F- Hy
X --- - - --I X QUANTITIES ACCORDINGLY. F-_~Z W m ~_~z W I A$ SHOWN ON STD. NO. 840.00. ~= z W
fnF-WOJ -j 2 - HEX NUT pF-wpJ --- ---'- --- - pF-li OJ
A CONSTRUCT WITH PIPE CROWNS MATCHING. 2 O I--I Q 1 2rr a < CC p I--I Q I CONSTRUCT WITH PIPE CROWNS MATCHING. =p 1"I Q
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z Ipy CC 12rr w 6" Z Ipy CC
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z N
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A > 7 INSTALL 2"WEEPHOLES AS DIRECTED BY THE ENGINEER. F
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. a-'--' '--' a_'-'
p p INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A p
/ J CHAMFER ALL EXPOSED CORNERS 1", ' o DETAIL 0 F HANDLEL Lou- I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. • �
-
Z DRAWING NOT TO SCALE. I CHAMFER ALL EXPOSED CORNERS 1".
*INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE W Y ' DRAWING NOT TO SCALE.
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST 112"CLR.
hL72" WEEP HOLES QUANTITIES ACCORDINGLY. 1�" #3 BARS "X" PLAN
Y Z CLR. EQUALLY SPACED CLR. Z
WITH GRATE & FRAME REMOVED
PLAN 2ND OPENING N F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" N
IF RED" Moo,a AND ALLOW HANDLE TO MOVE VERTICALLY. Q
F TOP SLAB G m PLAN m BRICK COPING(INCIDENTAL)
v TOP SLAB QJ, m c
#4 BAR Z v O O TOP ELEVATION p
TOP SLAB TOP ELEVATION TOP ELEVATION GUTTER LINE W = PRECAST OR CAST IN PLACE TOP SLAB W = = w W . ._ ..
1" V 0 v STD. 840.16 FRAME v
#4 BAR Z - z
OPENING 6"* - _-- Z a W F � 1" PIPE SLEEVE X 3" LONG. Z a W & GRATE z Z W
B Q 0 IL #4 BARS "Y" HANDLE 1" PIPE SLEEVE C� IL I B,r A 6„ #4 BAR IL
s' 6" TOP ELEVATION Q 6" B 6" ¢ 0
6' A s" OP CLR, p ~ d PART SECTION Q d a CLIENT/OWNER
a - THRU COVER SHOWING HANDLE Q
I -"1 PIPE WALL 10y2,r ❑ O 00 ❑ O Do _ I ❑ M MILLS VENTURES, LLC.(R. DEAN HARREL)
((THICKNESS VARIES)' °C Q O oC 0 5615 POTTER ROAD
O1 °1 (MIN.) ❑ #3 BARS "X" I " I
#4 BAR Z Z EQUALLY SPACED 4rr z ~ 2 - W = MATHEWS, NORTH CAROLINA 28104
ilk" CLR. Q F- ¢ 704.870.4614
SEE NOTE I co ~ Lu
Z _ DOWEL W __
= a a SECTION Y-V #4 BAR = a N o SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE x w N SURVEYOR
SEE NOTE CO O T CI1 0 r In Cj r
SECTION X-X� SECTION Y-Y PART SECTION Y-Y
SECTION X-X SECTION Y-Y '-' Z EAGLE ENGINEERING
SHOWING DETAILS AT OPENING J W G J W J
cs � cs � cs O 2013A VAN BUREN AVE.
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W #4 BARS "Y" W W DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) W IN DIAN TRAIL, NORTH CAROLINA 28079
ilt" CLR. 11t" CLR.
DIM'S OF BOX&PIP E REINFORCING TOP&BOT. SLAB CU. YOS. GONG. TOTAL QUANTITIES DEDUCTION OED.ONE EQUALLY SPACED w DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 704.882.4222
"I THROAT
PIPE SPAN WIDTH HEIGHT BARS - % BARS - Y BARS - Z DIMENSIONS IN BOX BOX&SLABS ONE PIPE OPENING a n 6" C� PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE
#3 BARS X"
D A B H N0. LENGTH N0.LENGTH N0. LENGTH F G TOP Sue BOT.sva WALLIFf.IQ.LBS.AE[NF.YO (MIM N) C.S. R.C. YDs Z Z BOTTOM WALL PER WrjL ETE
12" 3'-6" 2'-3" V-10" 4 3' 0° 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 O 0 D A B H SLAB FT. HT. FM MINIMUM
C.M. R.C. WETLANDS
REIGNT15" 3' 6" 2'-3" 2'-1" 4 3'-0' 6 4'-3" 2 4'-3" 4'-s" 3'-3" 0.181 0.271 0.250 27 1.1o8 0.023 0.036 0.046 0 V 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026
18 4'-0" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" W-B" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 DOWEL LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
1s" 2'-3' o.sae o.oz3 o.o3s 1823 QUINN ROAD
24" 4'-0" 2'-e" 2'-10" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 3'-8" 0.226 0.340 0.284 35 1.521 0.059 0.085 0.053 SECTION W-W 18" 2'-6" 0.703 0.033 0.049
30" 4'-0" T-6" 3'-4" 5 4'-3" 9 4'-9" 2 4'.9" 5'-0" 4'-6" 0.27E 0.417 0.315 43 1.916 0.092 0.127 o.os3 z4" 3'-0" 0.81a 0.059 o.oas CH ESTER, SOUTH CAROLINA 29706
3s" 4'-6" 4'-O" W-10" 5 4'-s" 10 s'-3" 2 5'-3" 5'-6" 5'-0" o.aa0 o.s10 0.3sz s1 2.390 D.t32 D.t7a o.059 SHEET 1 OF 2 SHEET 2 OF 2 SHEET 1 OF 1
42" 5'-0" 4`-6" 4'-4" 5 5'-3" 12 5'-9' 2 5'-9' B'-0" 5'-6" 0.407 0.611 0.389 64 2.914 0.180 0.243 0.066 p 30" 3'-0" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127
48" s'-o" 5'-0" 4'-10" 5 5'-9" 13 5'-9" 2 5'-9" 6'-O" 6'-0" 0.444 0.666 0.407 68 3.298 0.235 0.317 0.066 840.0 4 840.04 840.141
Z GEOTECH
riy2rr 3'-6„ oa aQ 6 E 6
0
q OPTIONAL MANHOLE r SUMMIT ENGINEERING
¢F-3 o THREADED Q<R E GENERAL NOTES: z _ 3575 CENTRE CIRCLE DRIVE
1" DEPRESSION =N r z =U , ANCHOR ANCHOR zoo=U U
m 1� ,� o ANCHOR ,� o Y C ,~ c� . FORT MILL, SOUTH CAROLINA29715
r „ r rr � F w J p Hy ' w J 0 CD 6" CHAMFER ALL EXPOSED CORNERS 1". W J d'--'Z
8
1 -7�g 1 -75/$ r Imo' H O =z GRATE AND FRAME GRATE AND FRAME GRATE AND FRAME 1" DIA. o 0 co x z I L USE CLASS "B" CONCRETE THROUGHOUT. O¢(n= 704.504.1717
_ II W Q Q LL= I 1r W Q Q LL x x - )( ----�;- OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W Q a I.L.x
-G o G E E Q p 0 APPROVED ~U oC p C3 D ; r D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. Q U=O(7 FEMA
0 <_~Z'~ CONCRETE EPDXY F x�Z~ -- ,�'�! -- - fO USE FORMS TO CONSTRUCT THE BOTTOM SLAB. F-_~Z r-I
_ cnI- oW BRICK w -Tt ,� m co i ( I, �F pW MAP#3710449600J, EFFECTIVE 10/16/2008
I) _ LL J WALL p W O J REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Cr 11 1 1 J
O N cr O H 1 Q MASONRY =O Q \ h i m¢ ADD TO BASE AS SHOWN ON STANDARD N0. 840.00. OO N Q
cV 0 O O= PRECAST O In oo [C KEY MAP
z , , WALL CONCRETE z -
O > p � # PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
WALL r d r-i �------ 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. d~
_ L41,J'
I r Lu Lu '3„ Q❑
SECTION G-G ❑ r 3' ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
N H BRICK MASONRY CONCRETE PRECAST CONCRETE m TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
nKY SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
1' 41�" F �� CO N ST R U CT I 0 N CO N ST R UCT I 0 N CO N S T R U CT I 0 N FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
PLAN 0 F FRAME In PLAN OPTIONAL SPACED
TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
CAST IRON T ELEVATION IS 12 FEET.
0
DETAIL SHOWING ANCHORAGE OF 6„ TO ADJUSTFRAMECKMAY BE S&
PLAN OF GRATING W Do FRAME FOR GRATED DROP INLET CA ELEVATIONVER TO S MAX.
C1
_ _ #4 BAR =
2'-31/" CAST IRON OW CC Q Ow N ¢ 14„ / OW 00
�M W U -- OUTLET PIPE v m W
O T NOTE: C7 J
CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL PRECAST Hz-1 Q O0 `I - - EonF �" HZ1 Z = d
Z 17CONCRETE A 0 I
1�8to �e" %$" /8" Q OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. CONSTRUCTION U. INLET PIPE -- SECTION B � 1-i Q d
Q ❑ W ao CONCRETE ❑ v 6„ C-C OR D-D DOWEL ❑
1" 1" lot- 1" ❑ CONSTRUCTION ❑ O W SECTION X-X ❑ z a o
LC) �/ 3' 33/" 2' 3 Q � O QILL a Q Q Z
1716„ 2" 1 rr i, rr 1 " i'rr Zn CC{� ❑ Lf*----3X8"
161, z W■ W DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES Z 7 ❑ �
�8 1/$ �8 1/$ ,,,, (E/ DIMENSIONS OF BOX ANO PIPE TOP SLAB Q _
QBRICK MASONRY ¢ H REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE
„ rr I I rr 3 rr I _ � ❑ DIA. , T- Q W 6" PIPE SPAN WIDTH HEIGHT BARS "A" DIMENSIONS IN BOX BOX AND SLABS PIPE W.YDS. W a
N SECTION H-H O W 4' 4 CONSTRUCTION In w x I O
3'_2" 2'-2" = J O 5/g" DIA. 3/g" 3/$" = >• O Z / EXP, JOINT D A B H NO. LENGTH E F TOP BOTTOM WALL/ LBS. CU. YDS. C.S. R.C. = W
00 = OQ = SLAB SLAB FT.OF HT. REINF MIN. H" �. CU
CV N Z x DIA. DIA. V OV H V N r
1 , 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0" 0.167 0.167 0.185 22 0.750 0.015 0.024
J 1-1 F- rr p /4" 9' J Z
O 21/$" 2�$" Z ♦L 3' 3 rr 1O" I �2 QO Q Y '' 15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 (,0 O PROJECT
N w 1 /4 -'I = H 6�� I / = 18" 2'-6" 2'-6" 2'-9" 14 3'-3" 3'-6" 3'-6" 0.227 0.227 0.222 30 1.065 0.033 0.049 W V
3r_,3/to N N 2r irr N N O W = - 24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 M C C O Y FARM
CO p m MASONRY ANCHOR CONCRETE ANCHOR PRECAST FRAME AND GRATE INSTALLATION m B
30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127
3'_6r' 2'_6" 2 3/8" DIA. BOLT WITH PLATE 3/8" DIA. BENT BAR CONCRETE ANCHOR FOR NORMAL CROWN AND 36" 4'-0" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178
3 SUPERELEVATED SECTIONS 6" 3"
/$" DIA. BENT BAR DOWEL 42" 4'-6" 4'-6" 4'-9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243
0) ILL 3 48" W.4" 5'-4" 5'-3" 26 6'-3" 6'-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317
� SECTION E-E SECTION F- F SECTION Y-Y 54" W-10" 5'-10" 5'-9" 28 6'-7" W-10" W-10" 0.865 0.865 0.444 126 4.283 0.297 0.401
SHEET 1 OF 1 SHEET 1 OF 1 60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 0.367 0.495 SHEET 1 OF 1
J 840.1 6 8 4 0.2 5 66" 7'-1" 7'-1" 6'-9" 32 T-,0" B'-," B'-1" 1.21D 1.21Q 0.518 169 5.917 0.444 0.589 1840.311
Q
Q6 0 O� O GENERAL NOTES "I_nll D W T AS O p
T} �} USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. I�-==-{I INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL F-} WESLEY CHAPEL ROAD
3" "B" BARS @ 11" CTS. 3" Q Q Q Q D• Q
cr
0 Q �' Q �' USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL Q Q WESLEY CHAPEL, NORTH CAROLINA
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SEE GENERAL NOTES 5 93�8 WITHOUT TOP ECCENTRIC CONE
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� STEEL INFORMATION 7" 7" SEE STANDARD 840.54 STEEL TOTAL WEIGHT 217.6
HOOK FOR MANHOLE COVER & FRAME TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS 6" MAX. SPACING W
HOOK 2%az"RADIUS OF CIRCUM. R/F
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0 PLAN OF TOP SLAB TO SURFACE ELEVATION MAX. 1' cr m o 00 ❑ FRAME AND"PATES STI.NO. N 1a-I NO. DATE DESCRIPTION BY
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NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK. r-i \\ / \ __ r IN BASE SLAB OF W
U AND SECTION A" 12" THICK. ```+ --- / / 0.12 in PER LINEAR
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A FOOT EACH WAY Cc
DESIGN WILL BE REQUIRED FOR APPROVAL. 9
O NOTE 3: USE SINGLE MAT REINFORCING STEEL; -"Y" BARS @ 111/4" TYPICAL MANHOLE SECTION
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F 1
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846.01 846.01 C 0 6 6
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COPYRIGHT @ 2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

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Q Z Q - --- -- - --- - ---- ---�--- - -- - ------ ----- --- - ----- --- - - - - Q V 5615 POTTER ROAD
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�= COMPOSITE PLAN p 1823 QUINNER, ROAD OUTH CAROLINA 29706
O rr 2r 01/2 \ / \ MINIMUM WEIGHTS - LBS.
2'-91/ y FRAME - 180
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SECTION A-A I TOTAL - 300 12" F� DETAIL OF BEGINNING OF GUARDRAIL IN CUT OR FILL SECTION GEOTECH
ELEVATION #3 DEFORMED 12" DO NOTUSE IN SUMMIT ENGINEERING
/ STEEL ROD SANITARY SEWER MANHOLES. SHEET 6 OF12 3575 CENTRE CIRCLE DRIVE
-i SHEET 1 OF 1 ELEVATION SHEET 1 OF 1
TYPE #2 840.54 SECTION A-A 840.66 862.01 FORT MILL, SOUTH CAROLINA 29715
704.504.1717
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MAP#3710449600J, EFFECTIVE 10/16/2008
NOTES: W2 VARIABLE KEY MAP
END OF FLARED SECTION ROADWAY WIDTH fn
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON � �}
TO BE DESIGNED BY THE ENGINEER. CON ALTERNATE
ALL TABLE OF DIMENSIONS A B C E L WT. VARIABLE gLOPE VARIABLE SLOpE Q Q<
GURAD T
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR z 2 U
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15" 2-1/4" 6" 2'-3" 3'-10" 2'-0" 6'-1" W
730 O d=z
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END RIII CROSS PIPE CROSS PIPE
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF II _ 18" 2-1/2" 9" 2' 3' 3-10' 3-O' 6' 1' 1190 .,
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR / \ �I M - RIP RAP W - w 24" 3"
CULVERT HEIGHT. 10" 3' 8' 2' 6" 4-0' 6' 2" 1770 W Q Q ILL._
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4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE Ilill II cc
36" 3- " 1' 0" 4'-6"3" 1 11 5-0' 6' 2" 2320 ROADWAY CROSS PIPE TYPICAL SECTION =�Z'-'
11= T 36" 4' 1'-3" 5' 3' 2'-11' 6'-0' 8' 2" 5320 W
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED IIII , _ Cn W O J
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE 42' 4-1/2' 1' 9' 5' 3 2' 11 6'-6' 8' 2' 5920 cc 0 1-1 Q
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE 48" 5" 2' 0" 6' 0' 2' 2" 7'-0' 8' 2" 7470 PE 3" O O
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MINIMUM H=2/3 PIPE DIAMETER 10"MIN. 54" 5-1/2' 2'-3" 5' 6' 2'-10' 7'-6' 8' 4" 8810 Vp,RIAB _ _ - - E SLOpE
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM o 60" 6" 2'-6" 5' 0' 3'-3" 8'-0' 8' 3" 11180 4 - - 4 r d p
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 = SECTION B-B C B
q 66" 6_1/2" 3•_0" 6' 0" 2'_31' 8'_6• 8•_3" 12530 " - -------- rr r•- ------- " W
L = LENGTH 6 MAX. 1� , - ------ -- , 3 "- ------ -- 11 6 MAX. T o
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 72' 7' 3'-0' 6'-6' 1'-9' 9'-0' 8'-3' 13gg0 1 1 JOINT
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING wi _ I A 1 B ID,, i D B A
Q CHANNEL SHALL NOT BE ALLOWED. - END OF APRON PLAN I I FILLER r I W
_ _ L _ CL
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON PLAN ___ ____a- �1-__ -____ F-,
WILL BE PERMITTED. CL
LO GENERAL NOTES: I T I 3 ' 3rr T
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR r0 3 SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS. L b �e-plpE PIPE b L
PLACEMENT OF RIP RAP. SLOpe �' Te 0
0 X SLOPE �0 2. REINFORCEMENT SHALL CONFORM r0 THE REQUIREMENTS
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(�J MUST BE STABILIZED. _ _ _  a GROOVE INSTALLATION TONGUE INSTALLATION o 0
O USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR Ilalll AASHTO M170, TABLE 2, WALL B. ILL
0
I®I� 1'MIN. �..�
\ CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. I IMI€ - 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. SIDE VIEW
-1�MIN.
" d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL" 9 FILTER FABRIC IAP z
dmax = 1.5 x d50 T = 1.5 % dmax. (IF NEEDED) 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. F-11 C� PROJECT
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RIPRAP SUMMARY CHART 5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION. Q N cr
cr 0ILL M C C OY FARM
(p SEE STD. 20.23 AND 20.24 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE '- ----------i ,'-
OUTLET Q(10YR) Do La(10'MIN.) W1 W2 'T H p
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
FES 1A-19 29.0 CFS 36" 20'MIN. 23'MIN. 9.0'MIN. 16.5"MIN 2.0' ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. W D p Z z
1 I Err o W o�
3 FES 1 B-29 46.0 CFS 36" 20'MIN. 23'MIN. 9.0'MIN. 16.5"MIN 2.0' 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. Lu
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Q FES 2C-02 11.0 CFS(25YR) 18" 14'MIN. 16'MIN. 4.5'MIN. 10.8"MIN 1.0' TI E IT Q N w
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0 FES 1C-02 94 CFS(25YR) 48" 26'MIN. 30'MIN. 12.0'MIN. 24.5"MIN 2.7' o C U
FES 3-02 32.3 CFS 42" 24'MIN. 28'MIN. 12'MIN. 19.0"MIN 2.5' Q z WESLEY CHAPEL ROAD
0 0 WESLEY CHAPEL, NORTH CAROLINA
END VIEW V
Q FES 1 D-02 169 CFS(25YR) 48" 36'MIN. 40'MIN. 12'MIN. 32.5"MIN 2.7' NOT TO SCALE 0
o RIPRAP APRON AT PIPE OUTFALLS END TREATMENT DIMENSIONS Q
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1
I 24" 8'-2" 30" 4" 4" 6" 27%8" 32" EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
CO „ 2. CHAMFER ALL EXPOSED CORNERS 3/4' SHEET 1 OF 1 05/07/2021
U 30 10'-4" 37 4 4 6 335/g 39 310.03
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p NO. DATE DESCRIPTION BY
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0
C6 =7
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