SW3200202_Plan (Set)_20200218

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MCADAM
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
HERITAGE SUBDIVISION PHASES 1144 phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
OLD EVERGREEN PARKWAY CONTACT
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL STUART WOODARD
[e-mail]
PHONE: [phone]
NORTH CAROLINA, 28079 CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
CONSTRUCTION DRAWINGS KOLTER
LAND PARTNERS
PRO ' ECT NUMBER : KLP- 19000 PROJECT DIRECTORY
DATE : JANUARY 17, 2020
SHEET INDEX
C0.00 PROJECT NOTES C6.00 OVERALL EROSION CONTROL PLAN - STAGE I
SHEET 1 EXISTING CONDITIONS - BY METROLINA ENGINEERING & SURVEYING ASSOCIATES C6.01 OVERALL EROSION CONTROL PLAN - STAGE II
C2.00 OVERALL SITE PLAN C6.02 EROSION CONTROL DETAILS
C2.01 SITE PLAN NORTH C6.03 EROSION CONTROL DETAILS
C2.02 SITE PLAN - EAST C6.04 EROSION CONTROL DETAILS
C2.03 SITE PLAN - SOUTH C8.00 SITE DETAILS
C2.04 SITE PLAN - WEST C8.01 SITE DETAILS
C3.00 OVERALL GRADING AND STORM DRAINAGE PLAN C8.02 STORM DRAINAGE DETAILS
C3.01 GRADING AND STORM DRAINAGE PLAN - NORTH C8.03 STORM DRAINAGE DETAILS
C3.02 GRADING AND STORM DRAINAGE PLAN - EAST C8.04 STORM DRAINAGE DETAILS
C3.03 GRADING AND STORM DRAINAGE PLAN - SOUTH C8.05 UCPW DETAILS
C3.04 GRADING AND STORM DRAINAGE PLAN! - WEST C8.06 UCPW DETAILS
C3.05 STORM DRAINAGE NOTES C8.07 UCPW DETAILS
C4.00 OVERALL UTILITY PLAN C9.00 STORMWATER CONTROL MEASURE "A" PLAN VIEW
C5.00 PLAN AND PROFILE - WHISPERING CREEK DRIVE STA. 10+00.00THRU STA. 22+00.00 C9.01 STORMWATER CONTROL MEASURE "A" DETAILS
C5.01 PLAN AND PROFILE - WHISPERING CREEK DRIVE STA. 22+00.00THRU STA. 27+96.72 C9.02 STORMWATER CONTROL MEASURE "A" DETAILS
C5.02 PLAN AND PROFILE - MANTLE RIDGE DRIVE STA. 10+00.00 THRU STA. 17+93.86 C9.03 STORMWATER CONTROL MEASURE "A" LANDSCAPE PLAN
C5.03 PLAN AND PROFILE - BENT WILLOW DRIVE STA. 10+00.00THRU STA. 20+11.17 L5.00 CODE LANDSCAPE PLAN
C5.04 PLAN AND PROFILE - GRACE POINTE DRIVE STA. 1o+oo.00THRU STA. 14+00.53 L5.01 DETAILS + CALCULATIONS
C5.05 PLAN AND PROFILE - RAGING CREEK DRIVE STA. 10+00.00THRU STA. 17+0.000
C5.06 PLAN AND PROFILE - RAGING CREEK DRIVE sta. I7+OO.00THRU STA. 21+04.05 ,,° N''''' '''
r C5.07 PLAN AND PROFILE - OLD EVERGREEN PARKWAY STA. 10+OO.00THRU sm. 20+00.00 '., o�'••'••'•..•.••••••'ti '=
C5.08 PLAN AND PROFILE - OLD EVERGREEN PARKWAY STA. 20+oo.00THRu STA. 26+so.10 ITHE JOHN R.'9
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C5.09 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF WHISPERING CREEK DRIVE AND OLD EVERGREEN PARKWAY •
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C5.10 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF MOORE FARM ROAD AND OLD EVERGREEN PARKWAY '".,'o ''••..... •• 'e`.
,, C5.11 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF RAGING CREEK DRIVE AND OLD EVERGREEN PARKWAY """:;F °F.AUj......
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C5.12 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF MANTLE RIDGE DRIVE AND WHISPERING CREEK DRIVE
C5.13 PLAN AND PROFILE LINE OF SIGHT INTERSECTION OF BENT WILLOW DRIVE AND WHISPERING CREEK DRIVE , '' ��` �ARo<;
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16 Q C5.14 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF GRACE POINTE DRIVE AND WHISPERING CREEK DRIVE .- �::e- °2' •.
C5.15 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF MANTLE RIDGE DRIVE AND RAGING CREEK DRIVE _ ' � SEAL 9�'• E.
z C5.16 PLAN AND PROFILE - LINE OF SIGHT INTERSECTION OF BENT WILLOW DRIVE AND RAGING CREEK DRIVE0,0
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CONSTRUCTION l
DRAWINGS FOR:
HERITAGE SUBDIVISION
VICINITY MAP PHASES 11-14
TOWN OF INDIAN TRAIL&
NTS VILLAGE OF WESLEY CHAPEL
NORTH CAROLINA
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION PROJECT NUMBER: KLP-19000

STORM DRAINAGE NOTES: Liu
INDIAN TRAIL DEVELOPMENT STANDARDS (FROM APPROVED REZONING PLAN) 1. ALL STORM DRAINAGE PIPESSHOWN SHALL BE REINFORCED CONCRETE(RCP)(MINIMUM
1. STREET TREES SHALL BE PROVIDED ON BOTH SIDES OF ALL STREETS BETWEEN THE CURB AND THE SIDE WALK. TREES SHALL. IBE INSTALLED AT THE RATE OF 1 TREE EVERY 30 LINEAL FEET. CLASS III)UNLESS NOTED OTHERWISE.CONTRACTOR TO COORDINATE WITH THE
THERE SHALL A MIX OF 3 SPECIES MINIMUM, PLANTED AT 2.5" CALIPER MINIMUM WITH A MINIMUM HEIGHT OF 8 FEET. GEOTECH TO VERIFY TYPE OIF BEDDING REQUIRED BASED ON SOIL
2. ALL HOMES SHALL HAVE AN ARTICULATED FRONT ELEVATION CONSISTING OF, BUT NOT LIMITED TO OPENINGS INCLUDING DOORS AND/OR WINDOWS, WALL SETBACKS OR PROJECTIONS. CONDITIONS.CONTRACTORTO SELECT REQUIRED CLASS OF PIPE BASED ON DEPTH OF
I 3. VINYL SIDING SHALL BE PROHIBITED WITHIN HERITAGE. ALL FRONT FACADES TO BE MADE OF HARDIEPLANK WITH STONE, MASONRY, OR SHINGLE ACCENTS. PIPE AND BEDDING PROVIDED PER THE AMERICAN CONCRETE PIPE ASSOCIATION
4. VARIATION INFRONT FACADE ARTICULATION SHALL BE INCORPORATED INTO THE COMMUNITY. ANY GIVEN HOUSE SHALL BE DIFFERENT FROM THOSE ADJACENT ON EITHER SIDE OF THE HOME AND GUIDELINES.
THE HOME DIRECTLY ACROSS THE STREET.
5. ALL RESIDENTIAL BUILDINGS ON INDIVIDUAL LOTS MUST INCLUDE AT LEAST 5 OF THE FOLLOWING DESIGN FEATURES: 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BOTH THE
TOWN OF INDIAN TRAIL'S LAND DEVELOPMENT STANDARDS AS WELL AS THE VILLAGE OF MC A DA M S
A. ::AY OR BOW WINDOWS ON THE FRONT FACADE (NOTE: THE PROVISION OF ONE SUCH WINDOW IS SUFFICIENT); WESLEY CHAPEL'S CODE OFORDINANCES.
B. DORMERS (NOTE: THE PROVISION OF A ROOF FEATURE IS SUFFICIENT);
C. A ROOF PITCH GREATER THAN OR EQUAL TO A 6 TO 12 (6:12) FOR PRIMARY ROOF; 3. ALL CONCRETE SHALL MEEAA MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
D. EAVES WITH A MINIMUM 10-INCH PROJECTION ON ALL SIDES OF THE BUILDING; The John R. McAdams Company, Inc.
E. FRONT PORCH AND ENTRY FACING THE FRONT LOT LINE (NOTE: ENTRYWAY CAN BE LOCATED ON THE LONG OR SHORT AXIS OF THE DWELLING); 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. 3430 Toringdon Way
F. OFF-SETS ON BUILDING FACE WITH A MINIMUM DEPTH OF 12 INCHES;
G. DECORATIVE PILLARS OR POSTS. SQUARE POST OR COLUMNS SHALL NOT BE LESS THAN SIX (6) NOMINAL INCHES ON ANY SIDE AND ROUND COLUMNS SHALL NOT BE SMALLER 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER,WHICH CONFORMS Suite 110
THAN EIGHT ((11)) NOMINAL INCHES IN DIAMETER FROM THE BOTTOM OF THE COLUMN UNLESS CONSISTENT WITH A DISTINCT ARCHITECTURAL STYLE; TOAASHTOSPECIFICATIONNt-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS Charlotte, NC 28277
H. DISTINCT ARCHITECTURAL STYLE (TWO POINT VALUE). THE USE OF A DISTINCT ARCHITECTURAL STYLE SHALL BE DETERMINED BY A QUALIFIED PROFESSIONAL; OTHERWISE NOTED.
I. CARRIAGE GARAGE DOORS WITH COACH LIGHTS; phone [phone]
J. WSE OF (3) THREE ARCHITECTURAL FACADE MATERIALS ON FRONT ELEVATION; 6. THE INTERIOR SURFACES OIFI4LL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP fax [phone]
K. GLASS IN FRONT DOORS; AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
L. ARCHITECTURAL AND/OR DIMENSIONAL SHINGLES. MANUFACTURER'S SPECIFICATIONS. license number: C-0293, C-187
6. LIGHTING FIXTURES ARE TO BE USED TO ACCENTUATE ARCHITECTURAL FEATURES, MATERIALS, COLORS, OR LANDSCAPING. THESE FIXTURES SHALL BE PROVIDED ALONG ENTRY MONUMENTATION AND 7. ALL BACKFILL SHALL BE NONHPLASTIC IN NATURE,FREE FROM ROOTS,VEGETATION
COMMON AREAS SUCH AS THE AMENITY STRUCTURE AND MAIL STRUCTURE. MATTER,WASTE CONSTRUCTIION MATERIAL OR OTHER OBJECTIONABLE MATERIAL.SAID www.mcadamsco.com
7. ACCENT LIGHTING SHALL NOT GENERATE EXCESSIVE LIGHT LEVELS, CAUSE GLARE, OR DIRECT LIGHT BEYOND THE FACADE ON11O NEIGHBORING PROPERTIES, STREETS OR NIGHT SKY. MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
8. STREET LIGHTING FIXTURES SHALL BE INSTALLED ON BLACK METAL OR FIBERGLASS POLES. NO WOOD POLES SHALL BE ALLOWED. ALL LIGHTING WILL BE IN ACCORDANCE WITH THE TOWN OF INDIAN SHALL HAVE NO TENDENCYTO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE
TRAIL'S LIGHTING STANDARDS. TAMPING BLOWS OR PROO IFIROLLING. CLIENT
9. PARCEL 07/11:20005 80 WITHIN THE JURISDICTION OF WESLEY CHAPEL IS TO BE REZONED CONCURRENTLY WITH THE INDIAN TRAIL REZONING PROCESS.
I 10. PARCELS 071200050 90 AND 07120008 WITHIN THE JURISDICTION OF UNION COUNTY ARE TO BE ANNEXED INTO INDIAN TRAIL CONCURRENTLY WITH THE INDIAN TRAIL REZONING PROCESS. 8. MATERIALS DEEMED BY THEE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL MR. MIKE KISSEL
I 11. THE FAITHI CHURCH ROAD MPO CORRIDOR, AS SHOWN ON THE CURRENT MPO TRANSPORTATION PLANNING MAP, SHALL BE AEL/ANDONED OR REALIGNED. PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. KOLTER LAND PARTNERS, LLC
12. TRAFFIC IMPROVEMENTS TO BE MADE PER APPROVED TRAFFIC IMPACT ANALYSIS.
13. STORMWATER QUALITY TO BE HANDLED WITH BMP'S PER APPROVAL BY THE TOWN OF INDIAN TRAIL AND THE NC DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES. 9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. 701 SOUTH OLIVE AVENUE,SUITE 111
14. ALL COMMON OPEN SPACES AND STORMWATER QUALITY AREAS TO BE OWNED AND MAINTAINED BY A HOMEOWNER'S ASSOCIATION. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95%OF THE WEST PALM BEACH, FLORIDA 33401
15. PARKING SPACES WILL BE PROVIDED AT EACH CLUSTER MAILBOX UNIT. MAXIMUM DRY DENSITY OB;IPAINABLE WITH THE STANDARD PROCTOR TEST.THE TOP
16. AN 8 FOOT SIDEWALK WILL BE PLACED ALONG THE SOUTH SIDE OF THE PROPOSED EAST-WEST CONNECTOR ROAD.. THE SIDEWALK WILL BE CONCRETE AND WILL BE MAINTAINED BY THE TOWN OF EIGHT(8)INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
INDIAN TRAIL.
17. A BUFFER \WILL BE INSTALLED AROUND PARCEL 07120007 WITHIN COMMON OPEN SPACE PER EXHIBITS AND NOTES ON SHEET RZ1.2. A BERM WILL BE INSTALLED ALONG THE SOUTH SIDE OF THE 10. UNDER NO CIRCUMSTANCE$5SHALL WATER BE ALLOWED TO RISE IN UNBACKFJLLED
ER
EAST-WEST CONNECTOR ROAD WITHIN COMMON OPEN SPACE PER EXHIBITS AND NOTES ON SHEET RZ1.2. THE BUFFER AND BERM WILL BE MAINTAINED BY A HOMEOWNER'S ASSOCIATION. TRENCHES AFTER PIPE HAS BEEN PLACED.
18. TRAFFIC CALMING DEVICES WILL BE PLACED ALONG THE EAST-WEST CONNECTOR ROAD AS APPROVED BY THE TOWN OF INDIAN TRAIL AS PART OF THE SITE PLAN REVIEW. THESE DEVICES WILLKO
BE MAINTAINED BY THE TOWN OF INDIAN TRAIL. 11. IF THEUSE.OFWAFFLEBOXESAREALLOWEDATTHISSITE,ALLPENETRATIONSFOR
19. A CENSUS SHOWING THE AGE OF RESIDENTS ABOVE 62 YEARS OF AGE AND BELOW 62 YEARS OF AGE RESIDING IN THE DEVELOPMENT, WITH BREAKDOWNS FOR LOTS BOTH WITHIN THE VILLAGE OF STORM DRAINAGE PIPES MUST BE MADE WITHIN THE KNOCK-OUT PORTION OF THE BOX
WESLEY CHAPEL AND THE TOWN OF INDIAN TRAIL WILL BE PROVIDED TO THE TOWN EACH YEAR. AND NOT AT THE CORNERS WHERE THE STRUCTURAL INTEGRITY MAYBE COMPROMISED. LAND PARTNERS
20. A TOWN OFBLIC INDIWA'N ROAD WILLLLL A FIFTYE ACCESS FEET RIGHT-OF-WAY WIL07.LLL BE DEDICATES D FOR FUTURE CONNECTIVITY AND IMPROVEMENTS LOCATED ENTIRELY WITHIN THE TOWN OF .
TRAIL WILL NOT CONTAIN SIDEWALKS, AND WILL BE MAINTAINED BY THE DEMOLITION NOTES: )
21.THE CAROLINA THREAD TRAIL GREENWAY AND ADDITIONAL WALKING PATHS HAVE BEEN CONCEPTUALLY SHOWN ON THE PLAN. THE CAROLINA THREAD TRAIL IS TO BE ASPHALT AND MAINTAINED BY
THE TOWN OF IINDIAN TRAIL. ALL ASSOCIATED EASEMENTS ARE TO BE DEDICATED BY THE APPLICANT. THE FINAL LOCATION. AND MATERIAL OF THE WALKING PATHS ARE TO BE DETERMINED IN 1. IN ACCORDANCE WITH 40 CFR;,;PART 61,SUBPART M,ATHOROUGH INSPECTION SHALL BE
COORDINATION WITH ALL APPLICABLE ENTITIES. CONDUCTED FOR ASBESTOS-CONTAINING MATERIALS,PRIOR TO CONDUCTING A
22. THE PROPOSED AMENITY CENTER LOCATED WITHIN THE TOWN OF INDIAN TRAIL WILL BE AVAILABLE FOR USE ONLY BY RESIDENTS OF THE RENOVATION OR DEMOLITION:ACTIVITY OF AN EXISTING STRUCTURE.THE ASBESTOS
AGE-RESTRICTED PORTIONS OF THE DEVELOPMENT. THE AMENITY WILL BE UNDER CONSTRUCTION BY THE COMPLETION OF THE 99TH HOME. INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS
23. ALL LANDSCAPED ISLANDS WILL BE THE RESPONSIBILITY OF THE HOA ONCE STREETS HAVE BEEN TAKEN OVER BY A INSPECTOR.ALL REGULATED AND/OR FRIABLE ASBESTOS-CONTAINING MATERIALS
GOVERNMENT AGENCY. IDENTIFIED DURING THE SURREY,WHICH WILL BE DISTURBED,MUST BE PROPERLY REMOVED J
24. ALL DESIGNATED ON-STREET PARKING STALLS WILL BE THE RESPONSIBILITY OF THE HOA ONCE STREETS HAVE BEEN BY ACCREDITED INDIVIDUALS BEFORE BEGINNING THE RENOVATION OR DEMOLITION LL
CL
TAKEN OVER BY A GOVERNMENT AGENCY. ACTIVITY.IF REGULATED AND/i10R FRIABLE ASBESTOS CONTAINING MATERIALS TO BE 2 Q
REMOVED EXCEED 160 SQUARE FEET,260 LINEAR FEET OR 35 CUBIC FEET,A PERMIT SHALL BE
APPLIED FOR THROUGH THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN =
SERVICES. O U
2. ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT a IC }
A PERMITTED SITE IN ACCORWANCE WITH ALL LOCAL,STATE AND FEDERAL LAWS.
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CONSTRUCTION SEQUENCE STAGE I: RETAINING WALL NOTES > el p
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NINNe ENFORCEMENT NOTE 1:FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT 10
IN(ENFORCEMENT ACTIONS,INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES,INJUNCTIVE 1. FRONTTHE FACE OFINING THEWA RETL AINIING
WALT L
AT SHOWN THEO THESE PLANS WALL.THE THE LOCATIONACRIS THE <0 0 OO
RELIEF,CRIMINAL PENALTIES,AND PERMIT REVOCATION.ADDITIONALLY,OFF-SITE SPO SIBL OF THE ENSURING
WALL G TOPE THE C THE CONTRACTOR IS LJJ N
RESPONSIBLE FOR ENSURINiG RETAINING WALLS ARE NOT LOCATED IN ANY STREAM
SEDIMENTATION DISCHARGE MAY RESULT IN RESTORATION REQUIREMENTS. BUFFERS,AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY ADJACENT CC) elQ • C
PROPERTIES DUE TO ANY BANTER INCORPORATED IN THE DESIGN OF THE WALLS.
ENFORCEMENT NOTE 2:IF EXCESSIVE SEDIMENT IS LEAVING THE SITE,A REVISED SEDIMENT W J z
AND EROSION CONTROL PLAN MAY BE REQUIRED,WITH ASSOCIATED REQUIREMENTS FOR 2. RETAINING WALLS ARE TO DESIGN-BUILD PROJECTS BY THE CONTRACTOR.IT SHALL BE
ADDITIONAL S&E MEASURES. THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A /� . . ■ LL•1 > 0
REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE i/n W
CONSTRUCTION OF THE RETAINING WALLS. / � Q
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NORTH CAROLINA V / U
DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. RETAINING WALLS SHALL B'EASSUMED TO BE BACKFILLED WITH OFF-SITE BORROW isi �/ �M J Q =
2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL MATERIAL OR PROCESSED(RILL UNLESS THE CONTRACTOR CAN PROVIDE TO THE.OWNER G� CC CC �,
INSPECTOR OF NCDEQ TO DISCUSS EROSION CONTROL MEASURES. WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING WALL 0 er a LJ 1--
3. L -
3. AMPLY FOR AND OBTAIN ANY DRIVEWAY PERMITS THAT MAY BE REQUIRED. DESIGNER,THAT READILY AVAILABLE ON-SITE SOILS CAN BE USED. >
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4. INSTALL CONSTRUCTION ENTRANCE WITH ASSOCIATED SILT FENCE OFF OLD EVERGREEN PARKWAY. 4. THE TOP AND BOTTOM OF'WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED Om w Q z
5. INSTALL PERMANENT STREAM CROSSING MEASURE(CULVERT)PER SHEET C3.02.STABILIZE GRADE ELEVATIONS ONLY.THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED
BELOW GRADE TO THE FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP BLOCK COURSE
SURROUNDING AREA AND INSTALL ADJACENT SILT FENCE AND SILT FENCE OUTLET: 0 Z
SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS. a
6. INSTALL PERIMETER SILT FENCE,SILT FENCE OUTLETS AND TREE PROTECTION CLEARING ONLYCC
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7.
AS NECESSARY TO INSTALL THESE MEASURES. 5. ALL RETAINING WALLS OVER 30"HIGH SHALL HAVE A SAFETY FENCE(DESIGN BY OTHERS). 0
7. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE 0 Z
GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. 6. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE LIJ
8. INSTALL SEDIMENT BASINS SB-A,SB-B AND SB-C AS WELL AS ASSOCIATED MEASURES AN ENCROACHMENT AGREEMENT.ENCROACHMENT AGREEMENTS FOR RETAINING WALLS
INCLUDING BUT NOT LIMITED TO BAFFLES,SKIMMERS,FLEXIBLE PIPE SLOPE DRAINS, SHALL BE APPROVED PRIORI-TO CONSTRUCTION DRAWING APPROVAL.
RIP-RAP APRONS,CHECK DAMS,AND TEMPORARY DIVERSIONS CLEARING ONLY AS 0
NECESSARY TO INSTALL THESE BASINS AND DEVICES. 7. ANY TIEBACK SYSTEMS FORtIHE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC I-
9. INSTALL SLOPE MATTING ON STEEP LONG SLOPES ON BASINS. RIGHT-OF-WAY.
10. INSTALL THE TEMPORARY DIVERSIONS AND RESPECTIVE CHECK DAMS THAT WILL ROUTE 8. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS.ANY RUN-OFF
SIIITIE RUNOFF INTO THE BASINS INSTALLED. FLOWING TO AND OVER A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM
11. 1(11L AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED AND BROUGHT TO THE ATTENTION OF THE WALL DESIGNER PRIOR TO THEIR DESIGN.
IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE
CONSTRUCTION PROCESS.
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CONSTRUCTION SEQUENCE STAGE II: EROSION CONTROL NOTES: 4' ° ''� �.A.�•�•'':9 '
d THE JOHN R.°:, '
1. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO C 0 I MCADAMS 3 z 6
COMMENCING WITH STAGE II EROSION CONTROL MEASURES. 1. ANY GRADING BEYOND THE:DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE : A ;COMPANY, INC.: O :
2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN.ALL EROSION COUNTY EROSION CONTROIL ORDINANCE AND IS SUBJECT TO A FINE. . a ti
2. GRADING MORE THAN ONEEAACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A :' C-0293 Q'
CONTROL DEVICES AND STRUCTURES.INSPECT MEASURES ONCE PER WEEK AND AFTER . i • ^'4'
EACH RAINFALL. VIOLATION OF THE TOWN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A 1,�0,9''•• ....... °QE++J
FIN
3. BEGIN GRADING ACTIVITIES AS SHOWN ON SHEET C3.00. 3. ALL PERIMETERDIKES,SWAMIES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN p�14�.0 nAU.+?++++
4. RUNOFF FROM THE PROPOSED BUILDING PAD AREAS,AND OTHER RELATIVELY.LEVEL AREAS 3 HORIZONTAL TO 1 VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT
8 SHOULD NOT BE ALLOWED TO SHEET FLOW OVER FILL SLOPES. ABILIZATION WITH GROUND
urryQ [FILL SLPEACEMEOPES WHIT SCH SHOULD S THE TDRAIN TO0 RACTOR 8 OPEDDRAINSkTH IN DID MEASURES ERSIONS ALONG THE TOP 7URING THE FILL TCALENDAR DAYS FROM THE LAST
LANASD-DISTURBING ACTIVITY.N AS BUT IN ANY EVENT WITHIN C`````_,N CAR°,1/,,
E REMAIN IN PLACE UNTIL THE FILL SLOPS HAVE BEEN ADEQUATELY STABILIZED WITH 4. ALL OTHER DISTURBED AREA'S SHALL BE PROVIDED TEMPORARY OR PERMANENT J °R•:• E$$/.....4,
8 ESTABLISHED VEGETATION. STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 'Zr�OF 0rj, •-7
v 5. LIIA0117 CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS GRADED. 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. - •Q SEAL •• ti
WHENEVER POSSIBLE,EXISTING VEGETATION SHALL REMAIN IN PLACE TO PREVENT 5. ADDITIONAL MEASURES TO(CONTROL EROSION AND SEDIMENT MAY REQUIRED BY A •= • O 7$$ '
o EROSION OF SITE.THERE SHOULD BE NO DISTURBANCE WITHIN THE STREAM BUFFER. REPRESENTATIVE OF THE COAJNTY. =
? I 6. INSTALL INLET PROTECTION,AND OTHER MEASURES AS SHOWN ON STAGE 2 PLANS AS THE 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE '•, ‘9-;-0It
H PROPOSED STORM SEWER SYSTEM IS INSTALLED.WHEN APPLICABLE CONTRACTOR SHOULD ADEQUATE TERRACING.SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1. '., ((. '••••..'•IN�•• Q. C
NI PRACTICAL.THE DISTURBANCE AREA ALLOWED AT ONE TIME TO THE GREATEST EXTENT 7. TEMPORARY
MUST BERYDRIVEWAY
PRESENTED AT PRE-CO
NSTRUCTION MEETING.CONSTRUCTION
ENTRANCES IN NCDOT RIGHT OF WAY ,Q.1// , Aiiiinal`-'oN ` CM-Y/•tdp
No
7. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. 8. THERE SHALL BE NO DEMOUHrION ACTIVITIES UNTIL AFTER A PRE-CONSTRUCTION MEETING
ry 8. AWL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED HAS TAKEN PLACE. REVISIONS
�. IMMEDIATELY.STABILIZATION STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE 9. THERE SHALL BE NO LAND DISTURBANCE WITHIN 10 FEET OF THE TOP OF NON-PERMITTED
cd CONSTRUCTION PROCESS. STREAM BANKS.1 9. MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING PROGRESSES TO MAINTAIN NO. DATE
Z PROPER E&SC CONTROL.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
S MIAINTAIN ALL EROSION CONTROL DEVICESAND STRUCTURES.
a 10. AWL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.
C..EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL U.S.DEPT.OF
AGRICULTURE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
.G 11. SIB-9 AND SB-C IS TO REMAIN IN PLACE AS LONG AS POSSIBLE DURING THIS PHASE OF GROUND STABILIZATION
o` CONSTRUCTION.THE SURROUNDING AREA IS TO BE BROUGHT TO FINAL GRADE AND THE
1 PERMANENT STORMSEWER INSTALLED AND SURROUNDING AREA STABILIZED.THE
CONTRACTOR.SHALL THEN CONTACT THE INSPECTOR TO DETERMINE IF THE BASIN CAN BE SITE AREA DESCRIPTION STA®ILIZATION STABILIZATION TIME
TIME FRAME FRAME EXCEPTIONS PLAN INFORMATION
N REMOVED.UPON APPROVAL THE CONTRACTOR SHALL REMOVE THESE MEASURES AND
a BRING THE AREA TO FINAL GRADE AND IMMEDIATELY STABILIZED. PERIMETER DIKES,
g 12. UPON APPROVAL FROM INSPECTOR SB-A IS TO BE CONVERTED TO THE STORMWATER SL DITCHES AND 7/IDAYS NONE
SLOOPEE SS PROJECT NO. KLP-19000
o CONTROL MEASURE"A'.SEE SHEET C9.00.
c 13. MIEN VEGETATION IS ESTABLISHED,CALL FOR SITE INSPECTION. IF THE SITE IS APPROVED HIGH QUALITY WATER
THE CONTRACTOR MAY REMOVE THE IN-PLACEE&SC MEASURES. (HOW)ZONES nLDAYS NONE FILENAME KLP19000-N1
o IF SLOPES ARE 10'ORLESS CHECKED BY SAW
i SLOPES STEEPER THAN 7/IDAYS IN LENGTH AND ARE NOT
to c 3:1 STEEPER THAN 2:1,14 DRAWN BY AJB
'c DAYS ARE ALLOWED
SCALE N/A
c 7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER 14I DAYS GREATER THAN SO FEET IN DATE 01. 17. 2020
o
.0 LENGTH
ALL OTHER AREAS WITH NONE(EXCEPT FOR SHEET
a SLOPES FLATTER THAN NI DAYS PERIMETERS AND HQW
4 4:1 ZONES)
PROJECT
8
NOTES
J
S
co . 00
t. 1 PRELIMIINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

U.S. HWY 74
N/F M E
BRAN DON OAKS SUBDMSON
DUKE POWER HIGH VOLTAGTOWER
pC K PG 181 , , y� 236
TRANSMISSION UNE TOWER
OLD CHARLOTTE NTS \\ PC J PSG Bas \ I I I I I I I I I I I I I I AAEA -x z.....
3a
HIGHWAY BRANDON OAKS SUBDINSION I COMMON /.
WESLEY ROADHE` \ )I I, , \ 32 I " I 'a I 5" I 3° 137 136 13e I a0 I at I a2 I as j µ I ,� I ' I / / \ 2� \ i
DRr.. I S 46'22'36" E 822.62' `Y II EIR �? \ I I I I I I I I I I I I I I \. / a7 / / R31 \\ .0 GENERAL NOTES 9 ii
EIR
EX. TN SUB •' .1*'"4`, IWS 6'25'0:" EEIR OF1 NE M 1. TAM:PARCEL NOS: 07-120-00590,07-120-OOSA,07-120-003,07-120-008,07-123-001J,07-120-OOSBO.
0.ENN SUB. ?; / ,366.•4' M pl•+�// ,�
SITE " -"W i � �
-go do239 2. DEED REFERENCES: DB 5767 PG 149,DB 5767 PG 137,DB 5801 PG 717,DB 5801 PG 703
;;<;)ia. , I / / \ 221 \ 3. ALL DISTANCE$SHOWN ARE HORIZONAL GROUND,UNLESS OTHERWISE NOTED. METROLI NA
vA ' ' I TOgM D8@INAGE E•SEM NT j 150' R/W . / \
•"' 1 - (DB asta, Pc s73 I DU 'POSE- ' . ,.('s� Z d' s zza 4. ALL AREAS DETERMINED BY COORDINATE COMPUTATION.
Cn2±1 7 ENGINEERING &
GOLOMINEy�'Y / T I�(i I J "�'ryx /
N . p I 1 15�,s('so s / 7/
SURVEYING
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dj, C ` '' g ` ` N ASSOCIATES
SHERIDAN ,s . �"In1 ,4p i „,,, • I TAX I 0 12•-•(13, I / OI�' \ \ 6. IROM REBARS AT ALL CORNERS UNLESS OTHERWISE NOTED.
SUBDIVISION i>5 x x 1' Iu ':•� / < \ \ OP EXISTING IRON PIPE 4400 STUART ANDREW BLVD
as a) 3 > 0.t ',rga ''<: `¢ I �� /�,°' �'' 22D 7. FEMYA FLOOD PANEL#37104497003&37105406003,MAP EFFECTIVE DATE,OCTOBER 16,2008,AS SHOWN HEREON. EIR EXISTING IRON ROD SUITE N
" o / h E. t \ 219 \ SIR SET IRON ROD CHARLOTTE,NC 28217
°` a --- ---'*.ill
� R W RIGHT OF WAY
N.C. HWY. 84 � J 4 // �M \ \ y i� 8.THIS SURVEY IS OF ANY EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW /
' "111' I / \ P 'I� MB MAP BOOKP 704 334-1325
� I zt3 STREiET OR CHANGE AN EXISTING STREET.i, ' w I ' a�„ \ C217 \ /10vl+iDB DEED BOOKF�704;334 1330
.-1 ` 'r ', n�'; x4�rx�h `fit .-----,� �..-� / \ 9.SEESHEETTWOFORTHEEXISTINGCONDIRONSALONGWESLEYCHAPEL-STOUTS ROAD. PG PAGE NC;rc-1n08scpcoo9as
VI /� Y Nn/' n ;a '1'^ ,/'� \\ \ / MBL MINIMUM BUILDING LINE
CI N I T I V Af r } ' • / j I \I / 10.COBTTOURS SHOWN PER NCDOT LIDAR.2'CONTOUR INTERVAL AND THE VERTICAL DATAUM IS NAVD88. CONC CONCRETE
a ,4.• r v'•' . ` 46' 6' 4" E ,0:0 4 P .. -�-
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a i OUT= ) ;gin ,M.. DUKE PO R Hlr voLr cE ARM C r r I T r �` �6 / ' POB POINT OF BEGINNING
AMANDA CAROL MOORE LADD / 58soa' 1{ a F ?t , ! I, ,N, ' ON LINE TO \ \ 12ae I / / / / FND FOUND
OHE OVERHEAD POWER
DB 492 PG 421 ° a w ,:�t'`�•
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/ 7.47' SOUTHWEST OF P/L LINE BEARING DISTANCE L37 N 43'11'40" E 302.36'
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N/F LARRY W. HEWS s ANNISTON GROVE SUBDIVISION
L5 N 49'29'20" E 27.00' L21 S 32'16i'37" W 24.65' L40 S 50'55'38" E 100.00'
RUTH MANUS TRUSTEE CHARLES MAX SMSSER & SHEILA SASSER PATRICIA A. HELMS GEORGE NEAL MEDUN DB 5271 PG 844 L6 N 63'22'26" E 43.95' L22 S 45'15i'31" W 22.93' L41 S 50'43'31" E 79.88'
o DB 3B07 PG 111 h KATHY M. MEDLIN L7 N 77'31'33" E 81.43' L23 N 27'183'38" E 19.65' L42 N 46'37'37" W 59.96'
(ALSO SEE DB 31T. PG 584) DB 811, PG 25B PC J PG 178
(ALSO SEE `D0 312, PG 584) DB 372, PG 926 L8 N 63'S2'51" E 78.30' L24 S 14'16i'12" W 29.82' L43 N 43'16'57° W 100.00' Scale: 1" = 200• I/p (SEE MAP CAB. D. FILE 290)
(FIRST TRACT) L9 N 48'14'26" E 42.70' L25 S 19'4T'56" W 76.04' L44 S 42'41'38" E 89.58'
L10 N 43'19'31" E 31.04' L26 S 00'383'35" W 49.16' L45 N 42'21'41" W 99.91'
GRAPHIC SCALE L11 N 17'58'20" E 4662'. L27 S 27'435'18" W 136.88' L46 S 42'31'46" E 247.45'
iL28 N 57'20)'24" E 42.00' L47 N 44'00'49" W 127.34'
L12 S 38'16'53" W 22.25'o
L29 N 49'SQ)'15" E 98.17' L48 N 54'19'50" W 43.14' Sheet No.
Co 200 0 too 200 400 600 L13 N 84'43'38" E 26.31' L30 S 45'43'25" W 68.82' L49 N 42'36'38" E 58.02'
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L17 N 69'17'41" E 30.25'
1 1 inch = 200 ft. L18 S 48'14'52" W 18.75' L34 N 43'11 '40" E 45.50' L53 N 00'07'28" W 50.00'
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PARCEL DEED � // ' *5 ��''fT^ry '"' 'II'a 5 jz'`,1"^`'$x;� ?;'>:t'kr4 "' YA'' '''°`,'" ` 1 1HERITAPH SUBDIVISION
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2 071200068 437-417 CHARLES MAX SASSER&SHEILA SASSER '' , \ '``'''`• « q` ;;" � "'?, " I
LAND PARTNERS
3 07120016 611-259 LARRYW.HELMS&PATRICIAA.HELMS v ,rl':'v, " � •� � '"'•� y ,II ",�' ,#4IIII ,,a„a,,_„ I ' KOLTER
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WEST PALM BEACH,FLORIDA 33401 ' w s �," ,,ate j,,. A' •A 4.-s'r at ;:";lk, a sn:. s q,; ""
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JURISDICTION: TOWN OF INDIAN TRAIL&VILLAGE OF WESLEY CHAPEL - 1ti A s Ty„� i „. _ 4Ls"' •,y: - ,irti n`F zY„ 1 I Z
COUNTY: UNION COUNTY _ _ _ 1 A . u- '"� `ko £ 1, " u 1STATE: NORTH CAROUNA $ I . ,;n: II 1 , � •1 .ti,, ,t�iMkaji,,; �•,•.,; k, L"th,_, ,61,,,N, ja ""'f d" ,ViIII
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PARCEL NUMBERS ACREAGE ',.�., ��rl -:-T.tsv "SIuiC"tS4.)$c`f"-t `i at I �,;,f, .t, e"jO' �� / ,ri ' ,r'):� ' iJ e.say '{"' l7 "a'r, ,• ',�'," 1 __-`__b,,+ ''a 1 l -:i`+clr. rr ,,, i,. ,k„�f; ..;>!'i'': <=1 :ir 1801 1 �'�"` i .I' s,^`s . ar`` / r ,;, = ,• ,, v - ,l;712005A-INDIAN TRAI ,15 4:r `"a i err1 'T"' , a:. .4 �' Si r+
L ACRE AC r 6 .a r t., �s,^f ` in I ',i ..ti, 1 .�,�p r., • A'� \ \ n ":' N.; 5 'toil ef. 'tiJr L" a. � ? t0 ti a C�712005E-WESLEY CHAPEL 47.58 AC - - + " y.. ,P VS ^�`.', t ' .Ffq,•, 1 !��j.. ,a.o'�� �ixc� V 'eti 'b •n't,$ t: • ei"�;, „P k''^' { "` n `a ?��,, „r•?':.'y�' 1''1sJ,. , I�
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PROPOSED NUMBER OF LOTS: 128 - - ti4_ � � ;e .r;,�,;,,,-, a` - -- .+.+*-�"`a""u'a y'z�'p° A -=,a Q �,,;. ,,A '! „g',` DUKE POWER HIGH
INDIAN TRAILLOTSETeACKS _ _ il SUN E - ,� \ \ VAV - "^`' 5 £,r,•' rt,"; r . , ,=_`,
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FRONT SETBACK: 25' .n \ a t '„ 4'-.d'1" L. LINE TOWER /
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CORNERSETBACK: 12' i - - /'•"• - ,y'� ` 11 ::K 1 165 \ �"� \ �v? . r "'. r �'j,16n` / 283 ,,^ :i i �.:,u,,,.. I ,s „ et-,«°'',,i, " VA N""� 1 =l THE•J• .-9
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SIDE SETBACK: r� y� I `, - ' ' ^,'• ;+v
FRONT SETBACK: 25' F IAPTE, a I , w, Yr \ C Y ,F Z' �'a' .t'"P'� :COMPANY, INC.;
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g ss'x13s' I �• CONTRACTOR SHALL NOTIFY"NC811" (811) OR (1-800-632-4949) AT REGARDING ADJACENT PROPERTIES OVERALL
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p S p ���qqyy��gg c>< 'r' V LIB (�VA I 128 � �Ilr Ira", y , .,A �,4, '"\`5t t r I'y, � W I3/4AS"-\ \ I ;I � `` r ' ��, r' & - $ 9 t k'"{',^nz_h. ,, I �/' (1 �: i / ��yj> 1 i �\. `\�\ vi �': ' i^ \ ' 1 \ \ I,J„I OC
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■ STORM SERVICE INLET s --�V v 2s I ��• s4 � w`A: 187 1"�f ;Os—. A \ � 1 r IA\ .. Q z
RAIN ,� �� �1L ��. 1° = i "1/� 186 :A` � �"%max •� + i> a� I !I�• STORM SERVICE ROOF-D \ \ v" I I Ih� y _ _ _ -- \ \ /-% / __sa I c r 1 ill ISIr �- a'_� 1$5 \\ ----- \11 \ 1 I I 1 ", ' i — LiJ OO
Q JUNcrION Box v j! I r - — /" 183 ��','�� i"��-- DRAINAGE FLOW ARROW \\ \\ VA ° '• I� a.. s n ,�-r `Ix1 i 18�2 \VA' .� �'�V "'` Q� �_„'� �\\ / / I \ \V A aiIA \ \\ ( \
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ti LINE BREAK SYMBOL A V I At,
'ay �� e $+.;' I sc;{'. 5 >+ ! iii
v v c*'� �,i•� •Vv A \ V A O V 1
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250.00 TOP do BOTTOM CURB ELEVATIONS / , _ - 2813�.il� , „gm ,,, +i. �gc6 `/fir: i. Vv vv L vA 1 V 1 \
1
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TW=223.00 TOP OF WALL ELEVATION , i / • „r 1, .-_ - ' KT, ; �, . `v r 9
BW=213.00 BOTTOM OF WALL ELEVATION (�� � .; �, \ ,r
/ / l Y".'��- ._1- ..„...,.........,„:-.5?--...� II "✓-'.. I 16 A A A
i , ��j�� .a`'�."'_ _de - _ , - � . an .�<` �� \ :o. ♦kr �.o 28 AT I DI KE POWER HIGH
NOTE: BOTTOM OF WALL IS GROUND - �Cw".mn' ;�ri=a""-''a.ca: � �"'�"'�`''- -- \ --� `� `'� \` \\ / - '"` \ / I I I °" \ VOLTAGE TRANSMISSION
( .I _ . ...„ii, ,„,, m \ 1 6� ; \\ \� / 1 • \ �'\ \ _ \ ', LANE TOWER ,d 4,
ELEVATION NOT WALL FOUNDATION / "'mill" . • - _=�.e . `� 162 -_\ , 5, �� I I I \ 1! II \ ,11111jq�+ 250.60 SPOT ELEVATION > , �` aa ' .�� a..�m+�*' \ I �� \ ``T 5 r rt a�;,; `\ / q </ tv, ✓7 Nra \ veil
\ - ! as r�'#.i,. 1 ,.�1L83 / / \ / I� —/ ; Ill:
•,9STORM DRAINAGE / :'I�' I �I �1 , _u I ',t a » � 165 164 ue,. a< \y Y I „�-,�pp �6 � � JOHN R.
V �ii I I r 166 1 s V •v ( T`"`�"gm ' A. �� i - (� McAD MS Z
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— STORM SERVICE LINEI � ,3z, S.
9 m ° A : o
Nid 169 168 \k: 9.� U/ :COMPANY INC.:
TPTP TP— TREE PROTECTION FENCE \\ Iritarti
Tw , ;; �; I171 �7� I �' �� '� WILL VE \ "�� v�1 ��\;� I S4- of / i '(i 1I / //Il / , •• C-OL93 I•�Q:
LD LD LIMITS OF DISTURBANCE \ \? 4:' II r��� I u� _ . , s •UBLIC R W ''° " .,��q7F 0.....���p,,�.
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V A 111 \ , 1.1.117RAJI!
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3 o A 'I A 7C--ST/
I �� I i 1 �b� 1 (DESIGN BY OTHERS) it �/ I "� SEAL _
252 - - --- EXISTING MINOR CONTOUR VAS \ i;8�1 � � _ I ,i V A I � ' II�� �� 1 1 ' �' .��d%� �'1- /III ( / I 11 46788 -
vv '1;� MAIL IosK � WATE CON 6r0 %/%'i.- .� " :;; �. „ , . AIL. �' uIl -� •6
o — — — — — EASEMENT LINE \ VV A k� i' V� AREA I �� RJJr� //• 9.' , ' ,.,^.> ! . �.�! E�., `' .► \�1 ;A : I d I 11 , Pl��`J Q- '��
I \ 119 EA n II -N - 1 I` a 1! r •�ciNEE.
// \,III SURC ,A — ___ � ��.� �•1 � �iA
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\ \ ® ��\�� 74454:74,1,,,,L„,:Ree:
\ 6 \+ — ����r."! - — I`�'f_" Imo/ \ \ 1 SEWER EASEMENT '\ ''� I' \ \ \ \II ,`� • REVISIONS
1 I 4 .'"„m (50 PUBLIC R/W) - -+ � 1\ . __1 v
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a `� \ \ ® _ , � i 19 ..� i _ , 99 \ I \ .THERITAGE SUBDIVISION NO. DATE_ / ' , ' , , - . o. �� 1� �'1 00 1 �� L v PHASE 7
\ ate_ 1 A_ �— -- - \ n a 1 V Aa ,,/ l 11► ■I O ggpttp /Iy ¢i / I■C6' 's. $ . -•s! \s"--- // Tr6 � `� ,".__ ' 1P� �® 1 / �1A� I� �I \,9.u�A 1� 1 \ I �cN. i ,. ■ • VA '0 li
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as
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in- I" iI ' / ■■■11 \iC� Y� 11 '4 B \ I* '' - . g� II -RETAINING WALL 'C' -�. I
J ■■■ 's ■■■ ■i • fib !1 j t ;, '-/ / ■I ;era�p v 1Y 1-6i ■ 20' SANITARY SEWER EASEMENT ■■■I $ .�, ( ) 1 1
V 1 '�i■ - I ®�� / / ■ (DB 1989. PG 542) ■ ■■■■ - _ ••• A r ♦ r K - 1 I I�
�: v \ tea;,, ■■■� � s�,_ z. DB 3azs Pc ss) ■-- - _sue' / , PLAN INFORMATION
wx a ., A '�■�I■ _ ;r RETAINNG WALL „E•, tic 1 \
■ - it ( EXISTING SANITARY ��1I -
.. ;! � ® \\V V I ,, •' ^,.�vI .� w SO 4- W m:/ �- i5` .:-- DESIGN BY OTHERS ■ +' "y1 a V
I. a ,aV _ _7\ SEWER (TYP.) ■ so°• „I� � �� - - PROJECT NO. KLP 19000
G \ AI A \ ' - - L- III ""+ ;' ,"` ;._ I a
I'\ * M 1 - ' ---- _ \ rt ' I I FILENAME
\ \ \ '\ \\\ \ RETAINING WALL "F" �T� /�'1'�� FEMA FLOODWAY �_' _ _"` ,,tri"'„L
PA`. - 1 . KLP19000-OAG1
(DESIGN By OTHERS) ��' - - / + CHECKED BY SAW
V A -DAMS MINE CREEK
ct
ti � -.� + FEMA r-LooDRLAINI _
Know what's b@IOW. \■ RETAIN NC WALL 'D"-- EXISTING SANITARY DRAWN BY A1B
/ I \ V V (DESK BY OTHERS _ _ -- n_
,� A EWER ( P.) __ SCALE 1 100
4, DATE 01. 17. 2020
Call before you dig. - _ / / ; / / y F r , to ; ,,i 7 , _ ___ _ = _ t�"
,�,. • — SHEET
$ CONTRACTOR SHALL NOTIFY "NC81111 (811) OR (1-800-632-4949) AT SEE VICINITY MAP FOR INFORMATION // j �'//?/?/ysii �7/��/fix . OVERALL
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION REGARDING ADJACENT PROPERTIES GRADING AND STORM
‘11a.
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. ALONG THE SOUTHWEST PROPERTY LINE GRAPHIC SCALE
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE SEE SHEET C3.05 FOR STORM DRAINAGE ' ° DRAINAGE PLAN
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". PIPE AND STRUCTURE TABLES
1 inch=100 ft.
P5
., REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PRELIMINARY' DRAWING - NOT RELEASED FOR CONSTRUCTION C3 . 00

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\
_ MCADAMS
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1Iiii �----� The John R. McAdams Company, Inc.
/
_ ' 1TY D1ssIPH /
MOORE FARM ROAD cuss 'BPRAP/ — s'w xzHICK/ /Mill il
/ PROPERTY / FES-400 / \- - \ 4tS +Lc: J
/ license number: C-0293, C-187
1 ;K:
SHEET KEY FES-40, ry
/ 1 I www.mcadamsco.com
N.T.S. _ _ / - � // ,� \ // I 1
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\ — �I CLIENT
SITE LEGEND ;�� ��� j %� Ilk\
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MR. MIKE KIssEL
•
KOLTER LAND PARTNERS, LLC
SIGNAGE _' 6 701 SOUTH OLIVE AVENUE,SUITE 111
YARD LIGHTS �6�6 / I
/' - - �6z6 liltaid/4\
? v �a \ \ex, ,
ryo- - 6v6 WESTPALMBEACH, FLORIDA33401LIGHT POLE I / - _ _ _ i I i // _ :L � €,'`. ":;� GB=344 /00:
/6 // 1
'i.> POWER POLE �0.ave : k, t •yi' / ��
_ IcOI.'I'E ACC ACCESSIBLE PARKING STALL i % i I / /z6 ,* ,�, a`y. �„c' 'p� \\\ ` �1' E,,�y.<u �'IET II;')
' \ �,/ `-���� 62. )
VAN VAN ACCESSIBLE PARKING STALL + y LAND
PARTNERS
Ay, R�} 7 j �+
(XXJ PARKING SPACE COUNT I /� - AV A ,r 'I T,.y '' 7s �I ? � \ tP ry " . #e elm
�Hr"1 1^6 1 {�i +.
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15" RGP / 3 �� /.ACCESSIBLE RAMPS I _ _ --- 632 / �\ \ - -, \ i \\\ ",:,vrr t ,�2 ' 2' \ \\ '.,' i�/ "� P�-mi i _ _ - 7* _ _ — _ _ — _ _ _ _ / y \ \\ x 2 116" -CPs
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/ I I A 14# X Jv b , n. A
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I I I I I I I I ■ PHASE LINE / Lli
/ I 63: 1 \ \ I I 634 --� _4 >nk .I ti '. 1 1 x \\ P \ a < 1 - CB- --6 ._�r` /s0. 1) t -� Z Q.
- - PROPERTY LINE We*
* tfu•i sY�' a * ; \ AD=b29t25 \ \ Nit'''.
H,tA• \ 666341 \`� A/ /
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RIGHT-OF-WAY LINE I \ � "Ri"�`g ', � ;,>�;, .(� I f � x .e,r,� 1 ,"� '� ,..:a .r�-. , �. .� .,.a. 113� .e��'*sr. . \.:. � i 's1 �i �
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sct, \�2 \\\I INE I
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ear,laniongss�, m-Ltea a nr� �� _ RO vo / 1 \ \ La GRADING LEGEND ®' Jam— „ ;N Q
OLD EVERR . e - 2 - �D ® \ \\\ w Q
CA FLARED END SECTION - - �, l a _ / FPAD=622.55
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■ + ..� ` i'P� . 't ��' '` -• __. 15 �_ 15' STO M DRAINAG \ \ / I ii® i \ \ • ��Z Z
CATCH BASIN �twa1 III■, . . . . .
_ _ _ _ ` � ' + - EASEMET (TYP.) / \ `\ PAD=623.45 \ \ t Q
DROP INLET — __ — Er — —F — �1 �.. . r,,',,, - ' - , i \\ \I, \ / .00 ���J J LL
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■ STORM SERVICE INLET I -340 ° \€11 ;\ r O
\ PAD=624{38 \ \11101 I" LIJ 0
• STORM SERVICE ROOF-DRAIN --3 e '� \ / Q
JUNCTION BOX 1 / P�®0I I . � - - - � 1 A 6 1 _— \ \ A 21 0 \ \ pr-
p,.''' 2 �j
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LINE BREAK SYMBOL _ _ _ _ _ — _ _ �� ZU9
250.50 sLommanAlIPAD-
I T .. i' W I t N I 1 1 PAD=82821 \ \ `
TOP & BOTTOM CURB ELEVATIONS a, w. I I 1 I 2O8 \ \ .2 P _! •` ,
250.00 - J w - :. I' I I - 1 1 r \ . +'�� n;1�,,' / :t•..
T I I PAD=627.15 6
\TW=223.00 TOP OF WALL ELEVATION 1 •�• ��� 8 1 2�7 1 \\ \ \ \ 'E- wS.' ITAR; '�. - _ / \ `, '
I \ I 1 \ $6W TYP. 622 \ \ ttpun.,
BW=213.00 BOTTOM OF WAIL ELEVATION - i I 62 I I 1 1 1 6 \ , /o,� ,,-: o - -- -- \ �,, wok) �,,
\ 4.90 1 2Q6 PAO=6216.05 \ ,'L ji! �' �� '(N
(NOTE: BOTTOM OF WALL IS GROUND6;y 1 • . ,� �. .,.......,,. 2 4,
ELEVATION NOT WALL FOUNDATION) DRAINAGE 204 205 III 1 `i 1 l PAD=829.00 „628 -_` \\ . �O: -7(TYP. (.71 1 / \'\ W PAD=829.90 '250.60 SPOT ELEVATIONI ¢ I I PAD=830.70 I I I I I \ � R dim / . \ \
1 w�'�- // \ \ f THE JOHN R.
\ I _ —�. - - -�- - - - - --- - m, PA =631.60 1 1 c. ••.M ' t ` ,a// p--- \ MCADAMS Z
\J I \ _J ' 5" RCP �1�' V �I s I / \ •- . R�-'''' \ ,� ., C-0293 •o:
STORM DRAINAGE \ PROPERTY - -- CB-216 I \ 1::‘:•,...
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\ s3s- V I 1 / I t`.' \ F. �, • � CB-330 �,� :"+ .. \ f \ \ i , 9 4+unut\t O .
LD LD LIMITS OF DISTURBANCE V A V v �- PAD633.90 I Q .,� .y 1 V -� ,,'''' V '� ` \
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I \ s3 _ _ _ _ _ - _ — _ _ _ _ �4kiisiti • +��'a �� \ \ PAD=623.45 \ /
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\ \ *' / _I► ----- / _�•6 "o- -'-\`1 PAD 61S CONTRACTOR SHALL NOTIFY NC811 811 OR 1-800-632-4949 AT _ �� \ 183SHEET
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\ \ PAD=614.50 \ \ 1 GRADING AND STORM
o LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION � �'�'�'� � i� _ � L
J. _ _ .11 _ � � _ _ _ � � _ � 'Ls
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OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. MATCH LINE - SEE SHEET C3.O4 DRAINAGE PLAN
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE GRAPHIC SCALE NORTH
Y THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". SEE SHEET C3.05 FOR STORM DRAINAGE I zI al 80
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. PIPE AND STRUCTURE TABLES • O
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OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 1 / � y\,""'' CB-313 I �5� �- \ DRAINAGE PLAN
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Y THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". MATCH LINE - SEE SHEET C3.03D 20 40 80 EAST
SEE SHEET C3.05 FOR STORM DRAINAGE -�
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. PIPE AND STRUCTURE TABLES 1inch=40ft.
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STORM DRAINAGE v sow I `� /
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- 600 SANITARY SEWER _ _. _ _ i �,A , \ �V 1 _ 0 1(4//e: --
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m EXISTING MINOR CONTOUR ■ �■■■ _ 594.78s4_ _ � 'ss \ - s \ \ PAD=61o.25 m ..••'• +• SEWER (TP. - \ \ • >' •'••.GINQ
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1 ' $ t ,tI ',I" 4- if" �_ w=sso.oB �� �s < 5 �, PROJECT NO. KLP-19000
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Ab y $ >, zr 1 _ SCALE 1 =40'
DATE 01. 17. 2020
. 1 � �^i fi �i 'V `�TW� `" Xy } �rra-Y .,..J * ; .. _ +qK� �,j _
SHEET
CONTRACTOR SHALL NOTIFY"NC811" (811) OR (1-800-632-4949) AT i_ - - - -
g LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION `` ". " ' " ' • "" GRADING AND STORM
DRAINAGE PLAN
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. GRAPHIC SCALE SOUTH
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
SEE SHEET C3.05 FOR STORM DRAINAGE 0 zo ao so
a.
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". - --
t" REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PIPE AND STRUCTURE TABLES 1 inch=4oft,
C30.
PRELIMINARW DRAWING- NOT RELEASED FOR CONSTRUCTION 3

v�x
(0
NORTH
EAST
SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
T
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE ®
TYPE ® TYPE
1 1
11 11 11 11 ■
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
------- LOT LINE
— EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
GRADING LEGEND
CA
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
o
JUNCTION BOX
�--
DRAINAGE FLOW ARROW
N
LINE BREAK SYMBOL
250.50
TOP & BOTTOM CURB ELEVATIONS
250.00
�TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
—
STORM SERVICE LINE
—TP—TP—TP—
TREE PROTECTION FENCE
LD LD—
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
-------250 ----
EXISTING MAJOR CONTOUR
- -- --252 ____
EXISTING MINOR CONTOUR
— —
EASEMENT LINE
Iw what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC81111(811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTIOIN
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
MATCH LINE - SEE SHEET C3.01
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GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
MCADAMS
The John R. McAdams Company, Inc.
3430Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-GI
CHECKED BY
SAW
DRAWN BY
AJB
SCALE
1"=40'
DATE
01.17.2020
SHEET
GRADING AND STORM
DRAINAGE PLAN
WEST
C3eO4

14..11
MCADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
I Suite 110
Charlotte, NC 28277
SD- 100 SD-200 SD-300
phone [phone]
fax [phone]
license number: C-0293, C-187
PIPE TABLE - SO-100 I PIPE TABLE - SD-200 CB-201 CB-213 PIPE TABLE - SD-300 WWW.mCadamSCO.COm
PIPE SIZE PIPE LENGTH PIPE CB-102: CB-117 I T/C=609.13 T/C=627.51 PIPE SIZE PIPE LENGTH PIPE CB-306 CB-331 DI-305
PIPE SIZE PIPE LENGTH PIPE
PIPE NAME (IN) (�) PIPE SLOPE MATERIAL T C=Bo6i.44 T/C=606.26 PIPE NAME (IN) (Fr) PIPE SLOPE MATERIAL INV IN=603.33 (CB-202) INV IN=622.26 (CB-214) PIPE: INAME (IN) (FT) PIPE SLOPE MATERIAL T/C=610.47 T/C=628.70 T/G=609.01
/ INV IN=602.21 (DI-118) 1 INV OUT=599.23 INV IN=621.26 (DI-215) INV IN=604.44 (CB-307) INV IN=623.60 (CB1-332) INV IN=600.35 (CB-306) CLIENT
INV IN=596.31 (CB-103) INV OUT=602.71 FES-200 - CB-201 24 68 3.27% RCP INV IN=621.26 (CB-216) FES-3009 - JB-301. 48 34 1.43% RCP INV IN=602.54 (CB-313 INV OUT=623.50 INV OUT=600.25
FES-100 - JB-101 36 28 0.60% RCP INV OU1�596.21 CB-202 )
_ CB-119
T/c=soas6 INV oDT=sz1.1s NV our-602.aa MR. MIKE KISSEL
JB-101 - CB-102 36 35 0.90% RCP CB-201 - CB-202 24 49 11.:28% RCP JB-301 - DI-302 48 53 1.25% RCP CB-332 DI-314
TBC'60AL.32 T/C=609.07 : INV IN=604.06 (CB-203) CB-274 CB-307 T/C=628.13 T/G=610.35 KOLTER LAND PARTNERS, LLC
CB-101 - CB-103 36 89 0.61% RCP / INV IN=604.43 (CB-120) CB-202 - CB-203 24 76 11.:94% RCP INV OUT=603.96 T/C=627.51 DI-302 - DI-303 15 219 0.81% RCP T/C-673.37 INV OUT=623.88 INV IN=605.85 (DI-375)
INV IN 602.60 (CB-104) INV 701 INV OUT=622.71 701 SOUTH OLIVE AVENUE,SUITE 111
CB-103 - CB-106 36 116 0.51% RCP INV IN (CB-108) CB-203 - CB-205 24 101 �:22% RCP CB-203 DI-303 - DI-304 15 266 2.50% RCP INV IN=608.87 (CB-308) CB-333 INV OUT=605.75
INV OUT0=596.85 CB-120 T/C=611.14 CB-216 INV IN=608.52 (CB-3o9) T/C=619.74 DI-315 WEST PALM BEACH, FLORIDA 33401
CB-116 - CB-119 18 187 1.29% RCP T/C=609.35 CB-205 - CB-206 24 101 �.:30% RCP INV IN=606.29 (DI-204) T/C=632.90 DI-302 - DA-305 48 250 1.26% RCP INV OUT=6o8.02 INV IN=611.79 (C®-334) T/G=671.76
CB-1041 INV IN=604.88 (DI-121) CB-20fi - CB-208 18 114 7231% RCP INV IN=605.64 (CB-205) INV IN=626.64 (DI-217) DI-305 - CB-306 48 160 1.31% RCP CB-308 INV OUi=811.32 INV IN=608.01 (DI-316)
CB-119 - CB-120 15 37 0.95% RCP T/C=6°IA.25 INV OUT=604.78 INV OUT=605.54 INV OUT=626.54 T/C=fi73.60 INV OUT=607.26
CB-120 - DI-121 15 138 0.65% RCP INV IN=ffiO3.03 (DI-105) CB-208 - CB-210 18 120 11..38% RCP CB-306 - C8-307 24 229 1.56% RCP NV OUT=609.20 06-334
INV OUT802.93 DI-105 i. CB-205 DI-204 T/C=619.69 DI-316
C8-116 - CB-117 15 33 0.58% RCP T/G=607.60 CB-210 - CB-213 15 257 2.23% RCP T/C=613.48 T/G=611.47 CB-307 - CB-308 15 30 1.09% RCP CB-309 INV IN=614.69 (CBS-335) T/G=615:35
T/C 60 INV OUT=603.85 INV IN 1=607 (CB-206) INV OUT=607.47
CB-117 - DI-118 15 137 0.69% RCP 1W IN=*03 DI-107 CB-213 - CB-216 15 227 Z.33% RCP INV OUT=607.88 DI-208 CB-307 - CB-309 18 210 1.52% RCP 1W IN=611 INV OUT=6 2 (CB-337) INV OUT=61. (D1-317)
INV IN�03.43 (DI-i 07) INV IN=617.97 (CB-370) INV OUT=612.34 INV OUT=811.50
CB-103 - CB-104 15 33 1.00% RCP INV IN=604.08 (CB-108) T/G=608.31 CB-216 - DI-217 15 137 599% RCP CB-206 T/G=616.10 CB-309 - CB-310 15 27 0.87% RCP INV IN=611.97 (CB-311) CB-335 DI-317 LAN PARTNERS
INV IN97.64 (CB-110) INV OUT=604.56 T/C=875.81 INV OUT=612.35 INV OUT=611.72 /
CB-104 - DI-105 15 137 0.60% RCP I. ' CB-213 - DI-215 15 137 01.75% RCP CB-3091 - CB-311 75 246 1.41% RCP T C=619.57 T/G=818.51
INV OU1597.54 (CB-208)
DI-109 INV IN=617:0 (CB-207) DI-212 CB-311 - CB-312 15 27 1.24% RCP
CB-1081 CB-310 INV IN=614.97 (DI1-336) INV OUT=614.76
CB-106 - CB-106 15 33 1.19% RCP T/G=609.82 CB-210 - CB-212 15 137 �69% RCP INV IN=611.06 (DI-208) T/G=620.13 T/C=616.60 IW OUT=614.87 DI-327
CB-108 - DI-109 15 152 0.86% RCP T/C=60� INV IN=610.87
.72 INV OUT=605.77 CB-206 - DI-208 15 138 01:93% RCP INV OUT 10.81 1 INV OUT=fi18.36 CB-306 - CB-313 48 26 1:06% RCP INV OUT=672.20 CB-337 T/G=612.77
INV IN °4.47 (DI-109) DI-115 CB-203 - DI-204 15 138 OL85% RCP DI-215 CB-313 - D1-314 24 157 0.59% RCP CB-311 T/C=621.09 INV OUT=609.02
CB-106 - DI-107 15 142 0.80% RCP INV OU1T=604.47 CB-207 T/C=620.33 INV IN=614.59 (011-338
T/G=606.59 - T/G=626.34 ) DI-324
CB-106 - CB-110 36 175 0.60% RCP INV OUT=602.94 CB-210 - CB-211 15 27 11.:40% RCP IW OU =61 INV OUT=622.29 DI-314 - DI-315 24 194 0.73% RCP INV IN=615.53 (CB-312) INV IN=614.59 (CS3-341) T/G=616.12
CB-110) INV OUT=611.45 INV OUT=615.43 INV OUT=613.59 J
CB-110 - CB-111 30 26 0.60% RCP T/C=606i.00 DI-118 CB-206 CB-207 15 27 11.:43% RCP DI-217 DI-315 - DI-316 15 214 1.63% RCP INV OUT=612.37
W
INV IN99.06 (CB-111) CB-208 T/G=631.75 CB-312 CB-341
T/G=UT=60 CB-213 - CB-214 15 26 11..70% RCP T/C=618.43 INV OUT=628.00 DI-3161 - DI-317 15 187 1.69% RCP T/C=620.36 T/C=622.87 DT/G=619.66 ZQ
CB-111 - CB-112 30 42 0.60% RCP INV INi99.56 (CB-116) INV OUT=603.15 INV IN=613.43 (CB-210) CB-313s - JB-318 36 127 1.11% RCP INV OUT=615.66 INV IN=617.15 (C18-342) INV OUT=615.97 =
INV OU!1598.69
CB-112 - CB-113 24 26 0.23% RCP DI-121 INV OUT=613.43 FES-200 1W OUT=617.05
CB-1111 7/G=6°9.55 7??=594.75 JB-318 - CB-319 36 40 1.20% RCP CB-313 DI-338 O Li
- CB-114 15 170 0.66% RCP T/C=686a.00 INV OUT=605.78 CB-210 INV IN=597.00 (CB-201) T/C=610.47 CB-342 T/G=820.24
INV IN=599.32 (CB-112) T/0=621.19 CB 319' - CB-320 15 45 0.78% RCP INV IN=604.82 (01-314). T/C=623.19 W CB-114 - DI-115 15 137 0.61% RCP INV IN=615.99 (DI-339) C
INV OU7L=59922 FES-100 INV IN=616.44 (CB-211) INV IN=604.04 (JB-378) INV IN=617.94 (CB-343)
CB-3209 - DI-321 15 138 0.66% RCP INV OUT=615.64 �j J
CB-110 -.CB-116 24 40 4.29% RCP 777 IN=593 INV IN=615.44 (DI-212)13 INV OUT=602.82 INV IN=618.69 (CB-345) N
CB-112? INV IN=595.62 (JB-101) INV IN=615.44 (CB-213) CB-319' - CB-322 36 194 1.03% RCP INV OUT=617.70 DI-339 a W
T/C=6t.43 INV OUT=615.09 CB-319 T/G=623.05
T/C=613.36 CB-343
INV IN�00.07 (CB-173) JB-101 CB-322 - CB-323 15 29 .2.11% RCP INV IN=618.80 (DI-340)
Cr
INV OUTe=599:57 RIM=603.70 CB-211 INV IN=607.66 (CB-320) T/C=622.91 NV OUT=618.70
INV IN=595.90 (CB-102) T/C=621.31 CB-323 - DI-324 15 138 0.83% RCP INV IN=606.74 (CB-322) INV IN=618.33 (C8-344) a - O N
CB-1131 INV OUT=595.80 INV OUT=616.81 III
T/C=6015i.43 CB-322' - CB-325 36 174 0.93% RCP INV OUT=606.04 INV OUT=618.23 DI-34°
INV IN= 1.00.88 (CB-114) I 33-320 CB-344 T/G=628.80 Q el /I'�11 LU NiINV OUT�600.13 CB-325. - CB-326 36 42 7.00% RCP T/C=612.74 T/C=622.91 INV OUT=622.55 1.3=
CB-114 CB-326! - CB-327 24 144 2.43% RCP INV IN=608.17 (D1-321) INV OUT=618.51. FES-300 m G( Q
T/C=60P/.58 CB-32T - CB-328 15 27 121% RCP CB-345 INV OUT=608.01 ?77=602.88 INV IN=595.75 (J8-301) Z J z
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02.70 (DI-175) CB-322 T/C=626.17 _ [^ Ill
INV OU'T6°2.0° CB-327' - CB-329 18 216 2.00% RCP T/C=616.06 INV IN=621.92 (C�-346) JB-301 _ / w > 0
INV IN=610.36 (C8-323) INV IN=621.92 (CB-347) RIM=605.20 N W �N/ 03
T/C=66i CB-329 - CB-330 15 27 0.73% RCP INV IN=608.84 (CB-325) INV OUT=621.67 INV IN=596.34 (DI-302) 1..1.
T IN 11301. CB-3291 - CB-331 15 187 1.54% RCP INV OUT=608.74 INV OUT=596.24 ' ^ J_ Q
INV IN�07.92 (CB-117) CB-346 ■ N `f U
INV OUT 6.77 (CB-119) CB-331 - CB-332 15 27 1.05% RCP CB-323 T/C=626.26 JB-318 W Cr =
INV OUT�607.27 T/C=616.23 INV OUT=622.11 RIM=611.78 CC CC H.
CB-326: - CB-333 36 27 0.94% RCP INV IN=611.23 (DI-324) INV IN=605.56 (CB-319)
INV OUT=610.98 CB-347 INV OUT=605.46 I w
CB-333 - CB-334 24 48 1.15% RCP T/C=629.64 z O
CB-334 - CB-335 15 27 0.68% RCP CB-325 INV IN=625.39 (C�-348) a w Q z
T/C=618.48 INV OUT=625.29 -
S D-�0 0 SD- 0 0 CB-335 - DI-336 15 138 0.68% RCP INV IN=670.54 (CB-328) p ow IW OUT=610.44 CB-348 CB-348
2.60 CD Z
CB-334: - -0B-337 30 120 0.96% RCP CB-326 INV IN=628.35 (CB-349)
CB-337 -- DI-338 18 119 0.88% RCP T/C=619.74 INV OUT=628.25 CC J LL
INV IN=611.84 (CB-327) 0 0
DI-335 - DI-339. 15 153 1.77% RCP CB-349
PIPE TABLE - SD-500 CB-500 INV IN=611.06 (CB-333) T/C=632.91 z
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PIPE TABLE - SD-400 (FES-400 DI-339 - DI-340 15 205 1.83% RCP INV OUT=610.96 INV OUT=628.69 Z
T/C=603
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PIPE NAME PIPE SIZE PIPE LENGTH PIPE SLOPE PIPE IINV IN=622.65 (FES-401) PIPE NAME (IN) (Fr) PIPE SLOPE MATERIAL DI-302
(IN) (FT) MATERIAL T/C=621.90 T/G=611 72 O
IFES-401 CB-500 - CB-501 15 26 3.06% RCP CB-501 CB-341. - CB-342 18 29 1.93% RCP INV IN=617.20 (CB-328) INV I611.1225 (D71-3°3)
FES-400 - FES-401 24 64 0.75% RCP 5???=627.60 T/C=604.17 CB-342' - CB-343 15 44 0.65% RCP INV OUT-6 5. (CB-329) INV IN=597.10 (DI1-305)
IINV OUT=623.13 INV OUT=599.86 INV OUT=615.35 INV OUT=597.00
CB-343- - CB-344 15 26 0.68% RCP CB-328
CB-342' - CB-345 18 157 1.90% RCP T/C=621.92 DI-303
INV OUT=617.52 T/G=610.38
CB-345 - CB-346 15 26 0.72% RCP INV IN=606.13 (OII-304)
CB-329 NV OUT=606.03
CB-345 - C8-347 15 153 2.21% RCP T/C=625.22 p,UuuIIIIg,,
CB-347 - CB-348 15 157 1.83% RCP INV IN=620.62 (CB-330) T/G=617.03 p*.`,,'St\ CAROf�..Q
INV IN=620.62 (CB-331) ��� ��,r"��� ,t, y
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CB-3481 - CB-349 15 27 1.25% RCP INV OUT=620.27 ; ,.� '% -y 4
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RUTH MANUS TRUSTEE
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CHARLES MAX SASSER & SHEILA SASSER
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LARRY W. HELMS & PATRICIA A. HELMS
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372-926
GEORGE NEAL MEDLIN & KATHY M. MEDLIN
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07123213
5271-844
ANNISTON GROVE SUBDIVISION
NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIS
SITE LEGEND
PROPERTY LINE
— — — RIGHT—OF—WAY LINE
------- LOT LINE
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
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FIRE HYDRANT ASSEMBLY
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SEWER FLOW DIRECTION
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SANITARY SEWER
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Iw. what's below.
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
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REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
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NO. DATE
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PROJECT NO. KLP-19000
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CHECKED BY SAW
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Q / 252 /4 07120010 372-926 GEORGE NEAL MEDLIN&KATHY M.MEDLIN •• I ,� I I I \ 1° I �� \ / 11 / I II
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SKIMMER SEDIMENT BASIN DESIGN TABLE \ \ �`?v - - I ) \ \ \ \\ \63 �\ 1 \ \\ ,;; •_,.,,, .`na', ,rid^<,,I;; *7ro,;r„�:,. ;1"»v,' �;,ex^P>c:' ;n1:'t":` \ \ � r w Q
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S - - G3 in I N \ \ \\ \ O\ \\ 'f:, :'i, ',:,'- .,x°r.'';:i y'"'yx. �. .{.'.i: -0,tiiPIP':,:':.t \ \„ , \\ ` \ II �/
SEDIMENT TRAP ID B A SB B SB-C \ 2 r / \ \ __ \ \ \ \:,,;', .:{,'rv!l'''r,:,�t.,! \�>,, is < . » N 'I' e::,):+": ' ,4t�,".'.rt.1°l r; \ \ CC
\ \ \ o? \ \ ems;,^� 4„'a di. :a"' \ ,"\ ,."$w:{1�'»'.... .: ....:} I:
CUP (CFS) 101,0 cfs 38,4 cfs 27,0 cfs A A 9= v / I v A \ \V v 1 ! V A \ '•'� . . '-,. . : 'S„- xY ' ti §i, ,x AA \ v ,___
Bottom Length 387 ft 150 ft 125 ft V -.. 74 r A V A ? \ i1 \ •A k ( ;!,,,' ;' I A I A A Z 0
Bottom Width 387 ft 75 ft 60 ft \ ?g / I \ \ \ \ \ \ \ \ \ / ( \ \\ .\\ �,i;z:?� •s,#; - " `y,Y' R, ` ` "1TIIk\1"/Il',v: 1 1 I. 1 /II LU _
Sediment Depth \ \ \ 6, �.9;� / \ \ \ \ \ 2s\ \\ \ ) \ \ I \ \\ \\ \' 'ay,,av". ;,,42,L;,"' I Ir-_'-_
P 3.0 ft 2.0 ft 2.0 ft \ \ s\ - _ \ \ 1 - \ \ \ N \ \ 1 / 1 I \ \ \ \\ \\\ nt:;".""b',",,":"",5",-42414,,,:",":",""","""4:""ati,,,,,.,4"
�� �� �°,h:�;. 11 I'' I I I Q
Freeboard (from Sediment Depth) 3.5 ft 1.5 ft 1.5 ft \ 2 fir" A A A A B2 N A A V A \ I A \ V A �'e`" '`'. )` \ Y .t ^t`tr:?;¢.: ' 1 II 1 All Z
T. a, SILT FENCE \ V A �� N V A V V I� I ' I 1 ' ;i. ' r„.f•`y,.,,'i I• ,
Depth to Crest of Spillway 3.0 ft 2.0 ft 2,0 ft \ 7` " (TYP•) A \ s A A V I I �' �,:3 : "kt;:;w.�,;
J 11 I .; 1 1 I\ Ce
�• A O/-- \ d' A �` `si 'cP V v v A Ni \ u l / I �b '' ,'�' ''+s. t;'. ,:9•, ' +Y ' , A III LL
P 3.OH:1V 3.OH:1V 3.OH:1V \ �? 9- \ SF �^� m -. rn ' m e, \ v \ N / A I ; / J I , . '�'s- 1- I I A V 0
Side Slo es1 y 1..� ryI ,
\ A 4 \ V,N IJ 1 A A N 'll / Y♦I , I \ .',. ,. , ;:2 •V/::;: S�^',d,.., i I A I` \
Spillway Length 16 ft 40 ft 20 ft \ \ ro / K 1 I \��TEMPORARY,CHECK V A I Ii / I ) , / ''.' "r': >rs;,n, t:; ' +, . ,.,. ,�.,::1:-+»� 1 I II / I� 1 Z
9 m 6.5Ft 3,5Ft 3,5Ft \ \ \\ I
` V ,�"' / I, 1 I DAM (TYP.) v V A V A A\ 1 I I'll 1 V J ) // �� / I A . « r,'..t,,. � f '�' ;�'Y IA A I \
Nei ht of Ber �� I \ V vf / �� =xT` I \ / liTop of Trap Length 405 ft 171 ft 146 ft • ` 9 - -- I \ \ V A I ''I A / / 'z '4:7,° TY15' "-,zv ,rti; I1y
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Top of Trap Width 212 ft 96 ft 81 ft ( SILT FENCE JOUTLE� AT 1 I 1I I .2 A\ \ \ _ __ v v \ \ V I / // // ` W� I \ \ c y"t _ \ �. �\ \ V 11 --�---- 0
V v m,r V\ I-
Stora Storage Required ALL LOW POINTS (TYPO / .� STOCKPILE AREA (TYP.) / / I / V v \ V v V A A / I I , / / / V \ " A"` V �� . ° \\ - \
9 9 40068 cf 15246 cf 10710 cf I, A / / ; I I / V `v 1 \ \ V A A v I / `,� 11 1 A :, 1>,A - I A 1 ,
Storage Volume Prov'd. 204892 sf 25290 sf 17310 sf - - / / �D_C ' 1 \ \ • \ ' v \
-/ ". / / I I \ A 1 A V A \\ v 2 !,/ // // ,TE PORA TEMPORARY
ERgONP.) / / / ' I v''t°"74:;�-3..y"+'. -ft?`'''. ),;3: ?,-,:ra`;'^,;4.'V I A A \ \ v li �.
Sediment Surface Area Req'd 43920 sf 12490 sf 8770 sf - __ .^-.'
i / I I \ A V A V A N v / / / / I I \, id''.ayyi,n >%,:T "I'!'�r':,.,1y{i , sm •. \ : V
Sediment Surface Area Prov'd 73583 sf 14090 sf 9860 sf }h / l V A A V �' v / r / I s o-
v :,,v,:A.7:=:a;x -i}9;;;C"y;;•. .I,,,xay .s+,_ 1. 1 v D E POWER HIGH
/// / A \ v v v / / / :o / I '.a4r,^L;s:`: i w`,xvo-'. :I v, 1'.%',:°�.,)P'.' VA, F p-"-" '' !F'V A VI \ I� VVOLTAGE TRANSMISSION
Drainage Area AC. I W g v - i ':e -
9 ( ) 22.26 ac 8.47 ac 5.95 Cc / i / V A A - i / I }• �n,e, „%_,`i i .( ',M; ,• T` r'p„,,• , ".•' 4
LIMITS OF es / A vv A - / / / / , / f�{�[V I >",.." ."'". ..",,-TTN."s"".7VI,. •:,f 4.'"Ir.",--1,
"I'" :A tM \ �I A I LINE TOWER ������uu�n qri
Disturbed Area (AC.) 22.26 ac 8,47 ac 5,95 ac DISTURBANCE � " J \ A v ,r i / / / c^* ?-3�1'"""'01?='. ("''�zi � "- '" ',22,1, )'� �' III \ I� �0. CARS O�
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Trap ID A I - - - / VLi...4...H,
� I c S 4 v,;;t ;11;;;`,,,1,:<:,,t;,;::::::::i:;1',;;!IiASkimmer Types) 91 / / / V ` /� s?pv i \ V / !,,r �;`J},;; =`..'r'E` 'i , t ";." 1'L (D MCADAMS Z▪ -/ x .w. s ' aS 'THE JOHN R�./
MMERS WITH A N 3,5 INICH ORIFICE - \�/ f, b - '- �DAYS 1 - 4 INCH SKI O / V /s A __ - „ A ,q +, r; 4q,f I�.-. ' ' I _`� tCOMPANY, INC.•;/
SB-B 3 DAYS 1 - 2.5 INCH SKIMMERS WITH AN 2.5 INlGH ORIFICE \ TS-A2SLOPE MATTING F / \ / � ' �'�`'ti1'4`'r`A ,� II,;`> >�; ' I / I� / � ,� ., C-0293 :•• Q\ TEMPORARY 4� STEEP LONG SLOOR / V ,"",„-~ "$,f;-!'. p a�_"-:;:`,....."0 ; x ,4"," e.t/ . .:"I :•„-in,y::1 ,'is).y'._,!S" I1/ l / I' / -_ �%t •• •''R'- S
SB-C 3 DAYS 1 - 2.5 INCH SKIMMERS WITH A(N) 2 INLCH ORIFICE V 9 - - - / I / V ''SLOPE-DRAI M�---61: / A A \ ',A,=^' - }\ r,):;4`,�*"' ',,k;`1.", 't= ;r '''"!"% 'ti':`' I, / �L"--� �� '9)••� ••� �••\�O `��/� -ei� w >, : 'r>,. ., , si`rrr. ''v,: •,w:.d' o,F OF AV��.�.cl
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\ TEMPdRlAR�' DIVERSION ��f� .12 B C I �,V`.:"'' . -A,r,.f"'' "'' ,. "� ':"s: I / I r h, .�.a I ruin � �
ry D CH BERM. P I A _ - , .a„f:' . "m).a
\ \ / 1• I- „;tom 'f" s-°.,. .r 4,. / /
\ I (T (� •) (.SEE SUMMARY TABLE) .� ,nzs 'rd;. ,.;.:+ ±:i w�. ;4F :.;.,�;.'" ;;J'-.xr .��'u',n`-::;art'S 'r= / I / /
o FLEXIBLE PIPE SLOPE DRAIN I • - r".-s " ss•" ;;-y.,, . ' ,'; ..a- ,,,',,I'�,"' ,",• / / 1 '
y h / / / \\n CA nrrr •.
\ \ N yye�a\ \ �..5p BOTTOM ELE✓:5 4.OU � ,3: ^*,:'v'>e,,> `t" ,Sr`<>k:.,r . ...
\ T \ � _ �.0 p 9 le,A:1\I^::,5.. " f;;➢.,:.nets Rd ,..Y,}. :AYr'; dv / I / y / �\ ..
N �•' \ BAFFLES be
"__ ,'rh.":i'-P'j,'`:.<',c7;`..' .s ''7q„y.:f,J.9 ;"c,.�. / I // I, t O SS •. 7/
FLEXIBLE PIPE SLOPE DRAIN ID TS-Al TS-A2 TS-A3 TS-B1 TS-B2 TS-4B3 TS-C1 TS-C2 \ - =�: •.� \s/ , �� '�� .;..SfyfStysk / / I FE' 7� ••w DRAINAGE AREA 2,57 ac 15.64 cc 2.52 ac 1.54 cc 4.55 ac 1.801 ac 3.84 cc 0,69 ac \\ N \ �(' '•, (TlP<1Lf
) �� ' • T ,fi `/ � O .9 SB-A ;.
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Q10 11.7 cfs 70,9 cfs 11,4 cfs 7,0 cfs 20,6 cfs 8.2 ,cfs 17.4 cfs 3,1 cfs \\ N. ,5 I 4 / \ \ \ (SEES MELERY TABLE) / \ '\ ` •• "- ( ' ! � / / ! / / II - •Q SEAL � ' -
m \ \ .gh \ _ \ \ / \ \ BOTTOM ELEV:597.00 / \ •� Iw ,a� � ,. 9 - _
SIZE 15 in 30 in 15 in 15 in 15 in 15 in 15 in \\\ \ - C01 /� / a o - - �'"tT� +°.;:+:ae ' 1 I 1 \ Q ]$$ _-
15 in A VAAA If/ • BAFFLES _ I A v ` , it - -jj' ,,1S.,:;z.`3
VA\ k� ,, v V o / \ TEMPORARY DIV ' I'. w` - - 5 a',r,_ I, ( 1 ••F �y,�•y" - (TYP.), '�. ERSION �� ` � ' ` F.„•• O .
o A V � -TEMPORAR�HEOk o -� V A V A 1 A . , . ` •. (' EI}o NOTE: RIP-RAP APRONS ARE TO BE PROVIDED AT THE OUTFACE OF ALL FLEXIBLE PIPE SLOPE DRAINS. �y DAM T1P T$- • \ - o� _ - _ _ V ADITCH/BERM.-{TYP.) N „ \N �� _ , ; z'tz l:' E. I It \ I ,//Gq �P��
CALCULATED PER NCDEQ STANDARDS. AA _ ) / A11 \�"�. +
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3 \ l I \� i - - TEMPORARY DIVERSION ,Nit._ i Y \ �, 06-� \ 24:21()RLOPTI.E
fSd3BY- .�nCHI(//BERM. ('f`fP) \ �' \ - _ .I <;' , ' ��. yk . h \ \ ,TEMPORARY DIVERSION SaWWALE I 9I- 11 DITCH/BERM. N a - l- - 1.SLOPEIPHASE2.073.79010* It Ni,FOR
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m \ \ \ OUTFALIL PIPE. AND THE ASS CIAT D �.i:. _ - \ �I� \ \ \ \"":"""::.'..""4,;v;ti ,,,,' c';'"'`- ::':421",'.'';+'6`;': my ^- '1 -114a.-.. "1:'"".7 ." ';7■\ \ N -L -
i LONGITUDINAL SLOPE 2.11 7 1.69' 2.55 7 3.26 % \ - - _ - - / ,. :t" ' "",fy
m / T. / ��J■■�■ ..` \ RIP RAP APRON. DESI N \-,��.9 =-_s�. .. - N. \ " - �� \ / \ \ \r , ( ;'.° ia7`;;c`�r r,;i'.>:}s'` e.:4�,Ea,�r°.. C"L'i4;_`c,.,_';",. . Y� \ I
11 DEPTH (Fr) 1` \ YI■■SO■Cf. `�\ -` \ \ '�R �.•.,-•..ar. � ' i! - -, \ \ - - «►\ � \ \ T�i' . .:7i"i'ws; , ; ,a ;II.
j ') y:W/ ";` Ra``. a,'`»"4 ":'' '"t�,A1 \ 1 `( ) 1,20 1,210 1.00 1.20 , \ INFORMATION . \ \ __ \ � , ,,,r:;::;:;::i;:iSH::!;:;:giii.:):::::::ill:;:;:::';;::;:
� , ,„ ,!„c;f,,�k, \■/ SILT FENZ'E� �' I • ■' �6■i■ �- - \ \ \ \ "ti'�"q•+''"•;;i :." I, ,� �"T ".;.-': ,„ ^f"e' 71;
DZONEX1 y ■@. \ 1 I I .■ ��■■ -- _ \ *'' r;.� ?; +r• °' ,. ,`b".'K:'E .'•s5i1.>9••. ■i0 `I _o` / �■ .� , \ ■ ■■ ■i■1!r .■_ -. - 4 \ -- - ' \ \ , 1 \ \ '7 :`t.('�'..f i'v.°i,. ,ra "r ','.` :X :h,'.•.,e. .ip'.;, -s :t�t','r .,`�n`..;A�■■�l'NOTE: ALL DIVERSION SWALES ARE TO BE CONSTRUCTED WITH SIDES 12■■■n■ 7■■ar. '�
LOPES NO STEEPER A MMER �,_ e ;d ',' ' `;. 'T w.,. . ':tx , ., 'ku;av"..,.4. ,, �.;.. �•.,ym / \ �■■ „�„ � y' .' RISER STRUCTURE AT THE PROPOSED- __ _ \ _ _ qr..,°+':`;,%r ., :.,,, , ,P"'N+,AN 3.1 (H.V) AND A BOTTOM WIDTH OF iFT. ERONET C125 TEMPORARY ■■
LINERS J SIPHON CONNECTION. SEE THE C9 SE ? �E#4P RARYCHECK - LL?x�. �k,., v 1 .■■ n \ RI - F \ \ \ \ .w.'•r+ , 5... 5n.i"x.,+;;',� x,....:.qr,`.,ry Y +�,� ',1::r:Y'6 "w,'i V �„d SHOULD BE INSTALLED FOR ALL SWALES TO PROVIDE sot► PLANS sr -;7 1 <,. ::''..: v. s a � a„•a=``-)r .wv;:jf=?;,'aaCHANNEL STABILIZATION. \ a ;,a, .;, F,1.;,,F..! ���.��' /i- FOR THE DETAILED DESIGN OF RiE `dT'-y1._ 'OAM (TYF� I \ �y::,:i'l .;^f'. "�•.k,;•'s,'"�•:'-.:)::,a,�;5,,'';•',,s,; ,,\ +�„".. ■■��. \ PERMANENT STORMWATER MANAGEMENT \ \ T 'µ '1' 'v'''' "
ALL OTHER DIVERSION SWALES NOT SHOWN IN TABLE SHALL HAVE A DEPTH OF 1 FT. N \ ag% 4 / t•. 1 4:7-- „,..,.; �s : r ,, %,"' °>,„"`4' '•,. '\ \ / f FACILITY AND PERMANENT RISER STRUCTURE - PLAN INFORMATION
p \ \ N. \ .,u'Y r.`":w. '.� ww - _ _ " 'q,.:..M EXISTING SANITARY _ ` ~ / i <i
:""`' .'r" i..` _ 1i ■Il�rw \ \ \ !_&r':;F, { d.,o-..X , : s:,';,
' '.f•E., :::: ae. ,4 SEWER TYP. - \ \ \ / .,+,fie.....'F.*, 1;. .vr .,, .
o \ \ \ •^b .✓ '"IA111 mac: g,,, _ ,- - ( ) / N. :.cy, r. ,_4.,-{ F"'r,c.'„n,�,,: -' `� y
tt ;.',e!`, R 59 _ -:.i V..: :2:. \ / / - ,� ° U'�s.' `%x_` Y. c nc." . „ . r.. r
a- b - '/ PROJECT
• ;:" LI.l_ u \ \ ,? C N0. KLP 19000
.,� , l.+.• . � n. <.`u�� "_-----. \ ,.W
a
DISTURBED F ',,,; . »
E AREA - 42.44 AC. \ � \ \ _ �;: �, _ � i'�� .,,�
pe" :, ' ` ': : :'':a." FILENAME
N \ \ i , .• . . . . €":-•• ,v�.'ff2"° ---- ,,�,J , 1 �°. � ' �,z, KLP19000-OAEC1
\ «� '�i , ,b, '�1,'.,.€;,. �' :Y. r�l", ..�._ ....'�� � \\ M�, �n?%,.i�� g., .1::zl�,,.,:iw.*.a.'�",''.'�'ar.�.. "Su'_
O , \ \ \,ay: :,5. " F' Y' i`.:.. .,,` v 4. kn. ,+ '"G x
\ \ \ •`".L.:`z ° - ,<y ..an - :v .:-f..�,","" �a SILT FENCE OUTLET AT' @x'= . ;r,"y .: -;i-� .2. . :.:'w,:-,, d°t.d:`s.-'sVEe:tx:�:
DAVIS MINE CREEK - s-_; � ," . :" . 1 `e:: : -•. =d . , . tT>"a CHECKED BY SAW
-.\ ALL LOW POINTS (TYP.) , °1 ,t,':itz;"" .c- n . �y e,=',ram'.:.a..¢;oso
�\ \ \ \ \ \ "„ =. SElsx: ,:Xias=' i "s<,yt, •t -s:>A' ': `' ' " - _ - - --
Know what's below. - x `R �F ;-_.
i DRAWN BY AJB
SEE SHEET C0.00 FOR STAGE I CONSTRUCTION SEQUENCE I \ 3" .%k ' 4h k x= 20' s !TART SEWER EASEMENT EXISTING SANITARY FEMA FL000PLAw
wto
/ I I ` •\ ��•'d-.€ `` t°i'1 c..$ g ° 7 ,i f,� �•� (DB 1�'8f9, PG 542) -��, ��SEWER (TYP.) - �- __`3S ,.."'?-fyJS> ':
'S.r,,.. .,,-4 -- SCALE 1 -100
Call before you dig.
B x • \ DB 34^a PG 38)
d '"Y:^s '3 -. - FEMA FLOODWAY ""`- .- - - -�'-
o = d� . ,.,1 = r-'C -. DATE 01. 17. 2020
l / b. Arw i _ .� `r I$ V�/
% ' G� �. - / ����/ //�/%1'� �� -i- _.- �� SHEET
a CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-832-4949) AT
/ // /%.X% V ZvA / /`2,�'7-
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION REGARDING SEE VICINITY MAP PROPERTIEISN OVERALL
EROSION CONTROL PLAN
" OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. SCALE
ALONG THE SOUTHWEST PROPERTY LINE GRAPHICSTAGE
o So 100 200
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
l inch=100ft,
a`
r
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION C 6 . 0 0

Ti
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ct
PARCEL DEED OWNER
Il 07120006A 3807-111 RUTH MANUS TRUSTEE 51 �- -^-^I\ I i II // II i IMIE
ite
07120006E 437-417 CHARLES MAX SASSER&SHEILA SASSER _
2 33 07120015 611-259 LARRY W.HELMS&PATRICIA A.HELMS ` ''I�\� "'�' \ i I
Q / lat. 07120010 372-926 GEORGE NEAL MEDLIN&KATHY M.MEDLIN 1 1� I I \ I" I \ / I /
2 IS 07123213 5271-844 ANNISTON GROVE SUBDIVISION - ` 1 i, I' __ I ' �'I 1�_ -^``� I / it
NOTE:PROPERTY INFORMATION BASED ON UNION COUNTY GIS t' a -/ �:�" I I I Q \ N" \ I \ \ \ \ ��Ir.. -' 7•- �-- --
`r to • eg$i 5 i" • ' fr t $ I \ 1/2t - \ \ \\ 1, \ \ \ \ �"-,i I Y _--. --
$ x \ �R ��� ` MPORAR4 cRAvu
V j °a 'I\ oN TRucno _ L A \
kiti T ��D 2 I --- MCADAMS
�-P AB MI00RE JR. DRIVE I � v vvvYv 3, �, > � ` �` =-- -
illPr
(PUBLIC R/W) / = \ i \ \ .� �� - v _ n
S
i / / 2 J { , : 1, �� awy. __ — The JohnMcAdams Company, Inc.
\ I M / --icEI MItyc ER § ,�� 4i„ ,..,r,,,;•� R. p Y,
A� 4 � n II 3430 Toringdon Way
+ `` ``` p * M _ _ ' " ' " r r Suite 110
t 1 )
s ` M M I / I / a ti \ _ Charlotte, NC 28277
QF / \ �� \I k �/ n
GAP / �M M/ % / / i
( \\ \ ;° :. ' _ 4f,... 1 I ` II �u II phone [phone]
::
�� / /� vv \ , QLD E�(ERF�EEN PARK�1/AlF HERIrncE suBDlwsioN fax[phone]
cjV / / �"-�-�M MIS r-.%� V / A \ \ I '� � ' ry \ V I PHASE 6
\ \\ \ license number. C-02 187
(PUBLIC R/W1 n
/ WAY
CON _ I _
V A 150'�DUKE POWER RIGHT OF �\ I � III T
I '. \ R h : �. Wr1SHQU1\ ('IYP. \ - --- - -- _ - \ I
11 /fixh�' * (D.B. 222. Pons) N
www.mcadamsco.com
Lr F NOEI
CLIENT
/ I W EX. 3�0\SAft��ITARY \ II II/ ' , 1 \ , � , +. � \ \SEWER E'ASEMEN� HERITAGE SUBDIVISION_ \
N/• \ \ i i \ - I ' OUTLET AT ALL - ' £ �.,\ \ \ \ \ _ - - PHASE 9
\ I I LdW bDINT9 'I(T�'P) :;' . , ra .I _ ,y`•`i a \ V 6 ,� I BIE EILEEN OORE PIT I �o : s a ) V A \ \ — — - - I
DB 492pc 430 � I I Vy v v — MR. MIKE KISSEL
os�- B m2 tix> \ I / I I� KOLTER LAND PARTNERS, LLC
VICINITY MAP - _ _ ��
o _ I 701 SOUTH OLIVE AVENUE SUITE 111
/ / / / I HIGH HAZARD 9 LT ti '" " t { �t \ \ \ I I r
/ / -' - - - - - - 9 ���•"�6 / FENCE ADJAGENT s `yn �# v \ A \ I / / I II
1 ,
�� TO STREAM 1 _ WEST PALM BEACH FLORIDA33401
7`— MOORS FARM ROAD • �.�\� V � i w t,YP.) -i % �� I
(50' P-UBLIC R/W) / �� w 4 \ d ,c t•..,.a �`� > \ \ 1 IHERITACE SUBDIVISION
EROSION CONTROL LEGEND � a �� 1 A ( I I '� PHASE 8
i DISTURBANCE "�6 x' $ 1 6 41(IP 'll��111l' SILT FENCE OUTLET (TYP.) �6� �ze _ lko\ � lk N V
M� AL EVERGREEN P , •• 142 �'� �/ v . :. Skill" � v vvIv v - r � �i►
0 INLET PROTECTION I / sy.' LD � B • AC7va \ - \V A ......2�' •, z ,z-' ,T A,` z "a �; •,'i"' 1 `..A\ V \ V / ' ,r I / LAND PARTNERS
�� 141 :rill14,E rm \A �‘
—SF—SF—SF— SILT FENCE / 9' _ -. 13 \ �� :.��` \� '11 \\ . ; a ! \ \ \ - i I
138 ;% �' S." 144 -� \\A/ I FLbO\ ONE AE— — I /
LD LD LIMITS OF DISTURBANCE 1 ` - �-' ' \ / ,� A �Y� �I s 'r I/ / /
I ® 134 / ® 136 \ ��i •/ v \* ,7 VA .• 4. ' V - - -' ` I / t /
�p 9` \ \\,
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B
„fl °A� �/" N1lET� i / Q W M 620 ..i:... --yam
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GRADING LEGEND \\ 91 quo r 1 203 1204 2m�SE :ii
111 �i �-; `�� i \ i --- Q el Q WO coN
[� FLARED END SECTION \\ \ \ .. Z I gen; 'I ' // 19 / 1 � m �••l Q
U ENDWALL SECTION sae C3� _ ��� 192 � \ ' Z
v s jo-
193 � --T J
III CATCH BASIN \\ \ 'TsJ `� / -� '® `';.� ice -- 194 190 Wk•y ` - + r, ' ' <,z ` II \\\ � /� w /
N, �� I-129
./� 111 �:�� .oruxr � r1g5` ��`'; , y 5� ��VA �I` cn W 02S
II DROP INLET \\ in
/�
■ STORM SERVICE INLET saIII pin II Rsac `Il
• STORM SERVICE ROOF-DRAIN 9= ___� 19 (� �� �/ M i 114. �' '! ` • yry w 1-rn CC JUNCTION BOX v v v sza. IL 02 200 IJr 188 v ywv vy x y" �� Z O
\:
�- DRAINAGE FLOW ARROW V AV ., V Ajai � ,�,-J \\V AA \ 't (:-, I 'I I I / �-- Z
ti LINE BREAK SYMBOL v v s, jl sSSA : 67 . I Z
r.
STORM DRAINAGE �� _ �� ��or
�� 186 . ►.� ;:'^ i V ,, ; ,fi (
''T e . a... V,I„ , I' 0
C00
v_ IIUI1IIt41 ___
K
181 el �� Z
iptigai
180 `
EXISTING MAJOR CONTOUR \ \ ��
rii
__- 252 EXISTING MINOR CONTOUR SILT FENCE S ' \ \ �2 ', II 1� �-- Q
ouTL�r AT 178 �' - I 1(59 �� NY, I-
EASEMENT LINE ALL LOW P61NTS QTYP.) / -- / ,`, / V/ / / " NN i
i . �. � v/ •�It'
�, '' --I_ ' _-,y ` �� 1 6� • \ //
�7 / I \\ \ +0° TPk A[c a �a \ I DUKE POWER HIGH
•
-/ / •,�, ____ _ _--- �..„0" .1,,,� �/ /�-'J .Jx t a iy r a ,A A \I \V I' ALOH TOWER ANSMISSION ��
� A ` A 1111111I
LIMITS OF go d3
DISTURBANCE // V '
(NPJ --eta r MP.) I I `' x
kr '� a JR
cif.
165\k1, i %
DISTURBED AREA = 42.44 AC. / (?")� �.. �'.._;����� ��® � ,, ;1708
� ,9 - ` �� !C. , THE JOHN RN, a� / / 1 68 '""� \ 16° SW
z \ 11 ;COMPANYM NC.SEE SHEET C0.00 FOR STAGE II CONSTRUCTION SEQUENCE I ®arnsi ® 17$ ® 170 C6� v 1 ' 6 \ 284INDIAN -
( �� e+ WILL• �. G ' V 0 Cl . 44` j a '.I III / /1,I / c o2ss ;:tips ; ,, VILLAGE 1_. '. 09' OF oe ,;�� .. g •UBLICR W tea, �,\ ‘.. �� , . C'i ( 1, �� i �rq.nnP�.�V .. 6 _ , 285 :aa ?S"0,% 'r..ar,y, III /� , I / ,RAGING CREE �1�RIV� G � �� y �IIIIC III,,,,,,,\ TEMPORARY HJLET120 T(P. F O' .,\ .1= ' \ it107 g 1 ! 5PROTECTION.-( ) 1 / I / `/ • - ESS/ ti 94 • 11D- I' -,<i � // / I/ / I, _ c2� �r.ry �vvv �- . -��� STORMWA ER CONTROL I' :�: '' 1 f , ( 1 I I,\ _ •
SEALI i�q4r788/ t
VvA V e, �� '� MFSUvRE "AC"- �s,o '�- � .'�/�"' g �! y!y(�� VAA\ g 119 �� ) 1 4�� V(SEE C�9 SHEEISL 60: ��`���_ -It _ ��1111
�V '\ I\IV :� Ply •1GINEF �'PE�;o,ni
9RT 00� . Ot-1�•!O@0
.x
V ' ����V� A HIGH HAZAF;D SILT � I' V �'/, A. W �,
y ; �, CE P0�6 € DRIV; .•��� :� 1- ` - ):I
FENCEADJACENT ., \ I \ \ \ I tIIIIIIIIIII'\ I\ `' , 50 R6�BLIC R W ^'� • I TOSTREAM (TYP.> ,' s� �� ���.�_ �� • 4 •�� ,.� REVISIONS
w - V� v Yh y� ',R 592 �a 1 JO / � A His,"\ V \ I A
N. / \ \I • _..... '1 \_ 5i, 9 ', 9>� ,\ hHERITAGE SUBDIVISION N0. DATE
., ® ��_ i '�� ` ., „ 1b 1 QO \ , \ iii 'mgcmi
q. ■. V AI \ \ V 11HASE7smi,
` /16 \ •: , / \_��= P.RARY If1L: r 602 I 1 O� ` '�►/ \ , . it ` '7■ I \ \i1 ad
■►ems � I - LION '( i1 1 � �� '�'�1■ .A �. I/ If■►�3C■■ � . /^\'&:?,• c�u '-�,�� 1 , / 1 g rolY4* FLOOD ZONE X
3 lone■■�■� \� �� �"ua
D .lira: \�■i , ®/1( 14
• ■IIIIII •' I -L Oil '■■■ ■ �r ! --- 1.! i \ ? ■■■v
1/4% / . I. RIP-RA'"(iYP.) ^+ . > \. ♦ - is ' ...
- rytt
8 �I'��'1 - pia _ - - - '-- ta I \ \mit
30' SANITARY \ I .\I ••q■■■■
g ."/ I ■■ ' r 20' SANITARY SEWER EASE-MENT" Y SEWER EASEMENT ' .4 �,
�(�g �1 PLAN INFORMATION
\ x�l ,�/ 1� - /J (DB 1989 PG 642) - -.a,�-g ,umr y ,. V""� � i I \ -� I� _\�� _ .
5 • A rT2u•...Pt _ 4 �\. (DB 3429 PG 38) \� - ( ) -
® V A \ �' �• � �.�e02 ` ._� v �R TECTfON/ I -
o \ \ \ '41 •_, �'It--'j- ", - 10 pz " x .,�� - EXISTING SANITARY _ _441 \ I y� I
� - v A \ \ - -ll, w 7 .- a„..----_ _ ^,-"""-s9 . -_ _ SEWER (TYP.) _�.•..n �� 7-` a - 1 1 .1.
\ V c>� ]� � 0► � PROJECT N0. KLP-19000
I FILENAME
FEMA FLOODWAY _ I KLP19000-OAEC2
\ V AAA \ HIGH HAZARD SILT - SILTNC n'ITL�T-A� -- -- -�, . . y,. �o=
.10
, A A FENCE ADJAG::NT �� ' , —_ _ - � - \\ ALL LOW POINTS (TYP.) 1 1CHECKED
Know what's below. \ ) /// P N pPP)' ' _ DAMS MINE CREEK ` __ ___-- .— DRAWN BY AAB
STREAM ('YP. l �'--_ "� \\__ 1 �
I TO _ EXISTING SANITARY FEMA FLOODPLAIN
c / I I \ \ \ - ... , �.�_`. �-�_ - ��SEWER (TYP.) _ - -'—_ ----',- .I-' j If SCALE 1"-100'
Call before you dig. '� - ? -- -- - _ _ l, ,
/ - f -i _ — �.� DATE 01. 17. 2020
/�i�� ///�//�/ j� ? %•_ ._. �� SHEET
fcl CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT SEE VICINITY MAP FOR INFORMATION
I OVERALL
REGARDING ADJACENT PROPERTIES
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
ALONG THE SOUTHWEST PROPERTY LINE GRAPHIC SCALE
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
EROSION CONTROL PLAN
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE 0 so 00 200 STAGE II
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". 1115
I5���
talREPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
l inch=100 ft.
a
_.
r
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION C6 • O1

121
MAINTENANCE: Concrete w�` Management p
NOTES: Inspect the banierat least weekly and after each significant('A inch orgreater)
Concrete Waste Management
rainfall and make repairs as needed. CONCRETE BLOCK
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM Remove sediment as necessary to provide adequate storage volume for
DEWATERING /� ��+
b. TURNING RADIUS SUFFICIENT TO subsequent rains. /[�� M
ACCOMMODATE LARGE TRUCKS IS TO BE MAINTENANCE:
When the contributing drainage area has been adequately stabilized,remove , Maintain the concrete washout structure(s)to provide adequate holding capacity plus a minimum
PROVIDED. ,a•_j.s_f•O ••..,•se:.0. E
all materials and any unstable soil,and either salvage or dispose of it properly. — • •v: i at as ••••• freeboard.of 12 inches. Remove and dispose of hfnxdeued concrete and return the structure toe The John R. McAdams Company, Inc.
••7• 7 ®� >itj • STAPLES OK ftwctional condition after reaching 75%capacity.
a ENTRANCE(S) SHOULD BE LOCATED TO Bring the disturbed area to proper grade, then smooth and compact it_ -- � •,r/ ,Qo LT �♦�� o f2 P� 3430 Toringdon Way
PROVIDE FOR MAXIMUM UTILITY BY ALL Appropriately stabilize all bare areas around the inlet. ' sQ`tS -r: ■ a. I t Inspect concrete washout structures for damage aiidlnnaintain for effectiveness.
CONSTRUCTION VEHICLES. APp P y • o • I •••• g Suite, 110C
°° �•• t*aoo OR Net Charlotte, NC 28277
•••°N° ° I I I I I I I I ie x•
•• 0 sty ,2 0 Remove the concrete washout s and s and saga upon project completion. Grade the earth
d. MUST BE MAINTAINED IN A CONDITION — • • * a MI �A material to match the existing contotus permanemily seed and mulch area. phone [phone]
MI Illi
WHICH WILL PREVENT TRACKING OR �— **Si, S•�t�oer I••�•�•j• •�� •to•i•to 4 all, III a.
DIRECT FLOW OF MUD ONTO STREETS. ' •• 0r`A ••• ar sk,"'••o ,�olives•Z0.40 #er•� ~ ■ fax[phone]
PERIODIC TOPDRESSING WITH STONE ••••e • °�!• o ° .R� a �� •: license number: C-0293, C-187
MMUS
SILL BE NECESSARY; KEEP SOME HANDY. CONSTRUCTION SPECIFICATIONS ••••.0 eflfr �•i . 0 •"••
e. ANY MATERIAL WHICH STILL MAKES IT .--..` a- o••••'o �•• •••• D• 't•• --� r lam* *'MOOD st - www.mcadamsco.com
ONTO THE ROAD MUST BE CLEANED UP 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ••) ry-, •••• i ce " WIZ ttltfl[
IMMEDIATELY. O a• a +�
ON ITS SIDE ON THE BOTTOM' ROW TO ALLOW POOL _ " cb n) A Os••••�Oo pO-oOofto000xb.•..•' — CLIENT
K LOTUS
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED _` �„.,-" -` t50
ono Koff
AT LEAST 2 INCH BELOW THE CREST OF THE STORM ►�
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST �-- N' I ...,+„.: SAG scats MR. MIKE KISSEL
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT . 1l14�row 024 moo) KOLTER LAND PARTNERS, LLC
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTERIIIIIIIIIIIIIII 701 SOUTH OLIVE AVENUE,
/ IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
^ *GOD POST
SUITE 111
/ ROWS BY PLACING 2x4 WOOD STUDS THROUGH tRr*
al «.,+ Mn' a 2.4 ) WEST PALM BEACH, FLORIDA 33401
BLOCK OPENINGS. WIRE SCREEN
F,OP� �n 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT VA11�S
Qs. .7 l�w� KM
s>C • BLOCK OPENING TWIRE MESH WITH O HOLD GRAVEL InIN PLACE.
G OVER ALL POOL DEWATERING
(0* 0130401)
�•���M•♦, 3. USE CLEAN GRAVEL,3 4-TO 1/2-INCH IN ••
�••r•�•��•••:•�i.` ,t,7 DIAMETER, PLACED 2 INCHES BELOW THE TOP �•�}
„.• .•'�.• •'•.:.iT ,. N OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND , i :o� 16" LAND
PARTNERS
p }
.4. I 1111.1 KoLTER
1s,a ta,. -0 th !e „smite, SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED 1'MIN. • • >;•! zoiratamilmo X y iJ C fS t [. FL
:::... .. ...
.
.•. � rrL. +ta: �•�� :� •d•®•••ijj \ STONE IS RECOMMENDED. 2'MAX. . •i.i.:i.; ! - . Il I11 .'> ::.:.: :.:::.: i l SO WM
/' tos elpel--s si•• '�!,!r • 0 — _� l I41N Mi!XR' SAS I*Art M4
�••i�A•�� �it•�•i•��N�F ��et•�••/ 1 LI— �Q �i-f IL1I�I�-I�T1 •. Y9 mtt RAS7tG t MIC � pl inns SIM MAC
6° MIN b•`i� • :• �i . III -11.1„0 -Il lll L' BM
`v��`tr �• c6- •Arii icy I
mi' -1J1=_ III ° . Air '�C SCALE
b.•.•ta'�PS •�faA)s�. I I -
�:414 1 �40.4.fa' S SEDIMENT -7_
Ill
..thi i e#� MUM T(- M *Aar
W
COARSE AGGREGATEitilia
try Z
2-3 1. ACTINIC WWI OEIERWED Pt 1NE FIELD. _
U
BLOCK AND GRAVEL DROP INLET PROTECTION 2. nYE n dolt ( no. 4-15) Q >-
NOTES: APPLICABLE AT ALL POINTS OF SWILL at INSTALLED *INN to ar of 1HE
INGRESS & EGRESS UNTIL SITE IS T� MAIISt 00 FACaOW' N J
MAINTENANCE: STABIWfTlED, FREQUENT CHECKS OF
_ N
THE DEVICE AND TIMELY °Mf °N"s SIC•" °° W
Maintain the gravel pad in a condition to prevent mud or sediment from MAINTENANCE MUST BE PROVIDED. ' YJ1
leaving the construction site. This may require periodic topdressing with 2- = el C W O
inch stone. After each rainfall, inspect any structure used to trap sediment Q 1 Q 0 o
and clean it out as necessary. Immediately remove all objectionable materials r
spilled,washed,or tracked onto public roadways. Q N
z < z
M (II / LU J —I
VI W CCo a
TEMPORARY CONSTRUCTION ENTRANCE/EXIT - -- tn cc C _
Tat( W 1- c
Q i� w eft
Z
p z
OC J W
W O z
= 0
1—
MAINTENANCE:
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
,,,ApruuiruK.4_,
A Should the fabric of a sediment fence collapse, tear,decompose or become 4.•o`c°(N ?R0./ '.,,,�
• ineffective,replace it promptly. S 2 �.•' • •sc../4/
•, y 'L
1.5' MIN. ; THE JOHN R.t
Remove sediment deposits as necessary to provide adequate storage volume ' n : McADAMS s z
9" MIN. for the next rain and to reduce pressure on the fence. Take care to.avoid •.COMPANY, INC..
II undermining the fence during cleanout. %• C-0293 •/ T
•• •• •nos. •.• • •••.•!�••ets
• •••';i��l��i� •+i�r ue •rt..Totli-leer-..,.. s. •._•_,•••l�fa�'" P r�B �'iT,t ••'......,cc,).e"..��
. '• O .••' •i••. Remove all fencingmaterials and unstable sediment deposits and b the ▪ TF
• .1i .?00 ••t•41 •tit!_
tOT ••0;;�,.��2.140)4114110
�. 0• 0'-V� : )�i�+'L�• area to grade and stabilize it after the contributing drainage area has been ��.n„Or;......v
• �• i •` ' � �•4•• 1 � �n DIVERSION.DIKE 4' MIN ISLAND OVER INLET
o L = The distance such that ants •..- • t•� -. !'I" property stabilized. I— —I
um A and B are of equal elevatlormm ��' " .� s �:;�;�� ;� !��.�` •.'�k` y,; :4, .•-,�Tr;,, r 0“illinii,,,,,
q `.��l��i��� ���•'�l�l������r A' < s✓40-i 31 0. CAR°,
m ;r 4• ••• ••. L •{•. ••• +•If •� , •j,£; i 1.5' MIN `. / i�
•, 11,4 •!•:h rlfgpl/' Ia' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE HOLD-DOWN STAKES A iti% Itia4 4,114%. 2O ;•_'c^ASS/'0•.,9
2 •,. 'i'•+ • • as MAX EXTRA STRENGTH FABRIC WRHOUT WIRE FENCE /41011=--
'� - �9r1,� / FILTER CLOTH -
" ►, �� —1 I I— ` .Q� SE�AL�A STEEL POST�� YNLET�I—III— I =� O4B7BI _ '` _
o L - 10' SPACINGIN, ^�,- C I NEE:'.:it.��;:\
;,.
qRr . W000 eJ1-tt+a0ao
o PLAN VIEW 1 PLASTIC OR ' ,��tlNnll1111i\
o — WIRE TIES CORRUGATED-. 11
�� • • ;�- 24 .. PIPE ®I I REVISIONS
0 WIRE FENCE -- — - -f I _—I I TOP OF
-g , , - - I I HAND-COMPACTED
w ,� .F •� FILL (ISLAND) N0. DATE
V 1.5' _ NATURAL STABILIZE I I 1 0.5' min
12" OF NCDOT #5 OR I DIVERSION
GROUNDOUTLET T0)W OF 4' min#57 WASHED STONE """" MBQ I I m ?, r 24• FILTER FABRIC .'.•:_III=II I III 1NATURAL GROUND 1'THIN. 1+ �. 3:1
'� CLASS B RIPRAP — •1 1�:• a• MIN err ,, e— �_l_ Ii�•�. —I I Ial II II- .e = 1is
3 2' MAX. AT oristatki(j_____,..
" DOWN AND 4• FORWARD ,• •� • DIVERSION CHANNEL
a CENTER ALONG THE TRENCH I� -1
LEVEL SECTION
v NOTES: FILTER CLOTH
PLAN INFORMATION
Space check dam in a channel so that the crest
01
I of downstream dam is at elevation of the toe off CD I WIRE FENCE
o upstream dam PROJECT NO. KLP-19000
c MAINTENANCE: 4' TO 6'
Inspect check dams and channels at least weekly and after each significant(1/2
FILTER FABRIC FILENAME KLP19000-EC3
o inch or greater)rainfall event and repair immediately. Clean out sediment, CROSS SECTION VIEW A-A BACKFILL TRENCH AND CHECKED BY SAW
COMPACT THOROUGHLY NATURAL
iv straw,limbs,or other debris that could clog the channel when needed, STEEL POST GROUND DRAWN BY AJ B
.,A,,,.....
Anticipate submergence and deposition above the check dam and erosion from Stone should be placed over the channel banks to keep wa11or ;.;•;; :.;;•,• SCALE N/A
high flows around the edges of the dam. Correct all damage immediately. If from cutting around the dam. �• •:;.
o significant erosion occurs between dams, additional measures can be taken
MuTn DATE 01. 17. 2020
:; V.V.• • e^
such as, installing a protective riprap liner in that portion of the channel •••••:•••••. • SHEET
(Practice 6.31,Rfprap-line and Paved Channels). za^ ',.••�t:•:f� um.
':.••
S Remove sediment accumulated behind the dams as needed to prevent damage - - EROSION AND SEDIMENT
to channel vegetation,allow the channel to drain through the stone check dam,
0.71 and prevent large flows from carrying sediment over the dam. Add stones to CONTROL DETAILS
dams as needed to maintain design height and cross section.
Check dam spacing Stone Check dam INSTALLATION DETAIL OF SEDIIIIENT FENCE Cross section of temporary' slope drain C6 • 02
7.
>' PRELIMINARY DRAWING- NOT RELEASED FOR CONSTRUCTION
:fY04IIlA0iAi lY1 ;,Jii.a . .•• ..,,.."„,, •r.•.•,..,, 1 ._

KEY/ANCHOR MATERIAL AT go
TOP OF SLOPE. FOR LATE WINTER AND loll AMENDMENTa:
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
f/ /11 C MIN. AND 750 LB/ACRE 10-10-10 FERTILIZER
/ SPACING TYP.* STEEL POST 6' MAX. STEEL POST SEEDING MIXTURE: MULCH:
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
WIRE FENICING WIRE FENCING
1 ANNUAL LESPEDEZA -/ GENERAL NOTES: `.. .,..0............... .o -- (KOBE) 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
�L•�.•,r-•. i flLTER FABRIC (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
36' MIN. SPACING TYP.* v.•sv's c....-..a....:..a.s...a...ae.:a.:.:,..::::.:.e.:r.:.:.:e...:.:aa:ae.:..o e.;...,.,
/ // 1. LAY BLANKETS LOOSELY AND 9• j.•. Ct*7,i :j Ali . ±0M4•4•." •.. e.li'�fr•••• :,••;;;i •V•92K:�.•,,.:.AV OF TEMPORARY COVER IS NOT TO EXTEND
wen!QJrS...._.ee.....,- r•...................L. o5 WASHED STONE A DAM
1 ["1
/ // STAKE OR STAPLE TO MAINTAIN WOVEN FILTER FABRIC .5!.......„.....„' • , , o . . • ,•., - - • M BEYOND JUNE) MAINTENANCE: Mc L-1 1 Ll lvl
t / c DIRECT CONTACT WITH THE SOIL. '.$ "' O jl .r• FLOW zyif REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING l 11../!Z 1 V
DO NOT STRETCH. :" -- 111 i `-�`ylTnnnl FFDING DATES: EROSION OR OTHER DAMAGE
MINIMUM, MANUFACTURED ' "-n-u " Il Il n li. II II II nD n-uil a u-II - -"- ° JAN. 1 - MAY 1 The John R. McAdams Company, Inc.
t - - - - - - - - - - - - - - - _ nvn'tti n n n n 11-i
// 2. DIMENSIONS SHOWN ARE _ ' N- II-i ' ° " " "= 343
II-II-II II-II-II II II-II II II II II II II-II II IP I II-II •11 0 Toringdon Way
II-II-tl=11 II=11=11 II II II-II II-II-iI II II it II II II II=1 SOIl AMFNDMFUL�: Suite 110
/ PRODUCTS MAY HAVE ADDITIONAL II=11-II 11=11=II-II-II-II-II-II-II-II-II-II-II-II-II ' I=11=11 FOR SUMMER:
/ REQUIREMENTS THAT MUST BE 1-II=11=1 1=11=11=11=II=11=1 =11=11=11=11=11=11=II=11= II=11= 4'IA. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2„000 LB/ACRE GROUND AGRICULTURAL LIMESTONE Charlotte, NC 28277
/ 11=11=II=11- =11=IT=II-II=II=11=11 II=1 AND 750 LB/ACRE 10-10-10 FERTILIZER
6" ME' - - =11=1 - SEEDING MIXTIIRF: phone [phone]
OVERLAP 3. SLOPE SURFACE SHALL BE FREE GENERAL NOTES: GERMAN MILLET - 40 LB/ACRE MULCH:
/%,•, IN SLICE OF ROCKS, SOIL CLODS, STICKS, (A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKIING WITH ASPHALT, NETTING, OR A MULCH fax [phone]
GRASS. MAT BLANKETS SHALL 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 SUBSTITUTED AT A RATE OF 50 LB/ACRE) license number: C-0293
HAVE GOOD SOIL CONTACT. UNE WIRES WITH 12" STAY SPACING. ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING , C-187
�// FFDING DATES: TOOL
::::
/ 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS 70 REMAIN FORA PERIOD OF MORE
4. THE DETAIL SHOWN IS FOR SLOPETHAN 30 DAYS. MAY 1 - AUG. 15MAINTENANCE: wWW.mCadamSCO.COm
MATTING. FOR CHANNEL OR PIPEREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEEID, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
OUTFALL MATTING SPECIFICATIONS, 3. DEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL EROSION OR OTHER DAMAGE CLIENT
PLEASE REFER TO NCESCPDM
_411//,
STANDARD #6.17 AND 4. WIRE FENCING SHALL BE AT I FAST 10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" 5011 AMENDMENTS:
�; _s=WATER TABLE MANUFACTURER'S GUIDELINES. STAY SPACING. FOR FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,e000 LB/ACRE GROUND AGRICULTURAL LIMESTONE MR. MIKE KISSEL
5. TURN SILT FENCE UP SLOPE AT ENDS. MAINTENANCE NOTES: AND 1,000 LB/ACRE 10-10-10 FERTILIZER KOLTER LAND PARTNERS, LLC
1. FILTER BARRIERS SHALL BE INSPECTED BY HE FINANCIALLY RESPONSIBLE PARTY OR
S F MI - : 701 SOUTH OLIVE AVENUE, SUITE 111
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING RYE (GRAIN) - 120 LB/ACRE MULCH:
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. APPLY 4,000 LB ACRE STRAW. WEST PALM BE
ACH, FLORIDA 33401
FFDING DATF�: TR W. ANCHOR STRAW BY TACKIING WITH ASPHALT, NETTING, OR A MULCH\_ NON-WOVEN GEOTEXTILE FILTER CLOTH GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC AUG. 15 - DEC 30 TOOL
FABRIC 4' ABOVE SOURCE WATER. 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT SHALL BE REPLACED PROMPTLY.
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGIHT MAINTENANCE:
AREAS. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRE O WITH 50 LB/ACRE OF NITROGEN IN KoLTE
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. PREPARED AND SEEDED. LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY( MARCH.
10.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLNA L AND PARTNERS
EROSION AND SEDIMENT CONTROL PLANNIING AND DESIGN MANUAL. FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MIANUAL (ESCPDM), SECTION 6.10. +""• R.••t
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. i.D0 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING (OPERATIONS, THE KINDS OF GRADES OF AREAS of CONCENTRATED FLOW. FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11.
NOT TO SCALE NOT TO SCALE
EMBANKMENT MATTING DETAIL /SE. NO. REV. HIGH HAZARD
-�-- TEMPORARY SEEDING SCHEDULE . NO. , REV. -J
TEMPORARY SILT FENCE , 30, 179 LU
Z CL
PLAN VIEW NOTES: O _
SKIMMER SEDIMENT BASIN ARM ASSEMBLY ()
DESIGN CRITERIA 1. REFER TO 4"11'
■ NCESCPDMC
DRAINAGE SECTION #6.64 W
AREA < 10 AC. FOR ADDITIONAL 111.3 in J
(ACRES) _ ,GTH EMBANKMENT
SPECIFICATIONS WI �DESIGN 00,14a I(((� "C" ENCLOSURE W
MIN. REGARDING Ea
LENGTH TO 2:1 INFLOW' SKIMMER SEDIMENT
stsC al
CI
WIDTH RATIO 10' A'�,,' BASINS. -
r _1 MIN. -- 2. REFER TO STD?.
iiiI.P WATER ENTRY UNIT IQ O op
�� z .
la III �v5 r_t_ s711_N)D1T -- REFER FOR PERSPECTIVE VIEW
Q el LENGTH
TO 6:1 ✓ r` ���1��� BAFFLE SPACINIG W rV
WIDTH RATIO AND INSTALLATIION Q
SKIMMER PVC VENT M z Q Z
3. SKIMMER INVERT PVC ELBOW SCHEDULE 40
ELEVATION = PVC END CAP PVC PIPE
MIN. 1800 gvERAGE= 'AREA* DEWATERING PIPE
VOLUME
CC 03 CC
REQUIR D PER AC. WIDTH LENGTH
DEVICE BASIN BOTTOM + N > O
EMERGENCYWA 1' MIN. \ N W W
DISTURBED) • AREA OF BASIN WATER SPILLWAY /J
SURFACE AT TOP OF PRIMARY 4. H = SPILLWAY q r WATER SURFACE Qo f ELEVATION - �\ ` - J (� U
SURFACE �, `= L ESKIMMER LEVATIONINVER:T .( PVC END CAP J 100IU
REQUIRED PER CFS % / •w.
010) CROSS-SECTION VIEW BAFFLESX PVC PIPE 15 / v L,L� CC
1' FREEBOARD w=5' MIN. 1/2" HOLES IN N \ z
6" MAX. DEPTH OF FLOW EMBANKMENT PVC TEE UNDERSIDE cJl Q /' Q z
INFLOW BAFFLES OVER EMERGENCY SPILLWAY- ��C1G�l�N• PWC TEE ORIFICE P a U-1 Q
// T=1.5' MIN.
__ FLEXIBLE �/
DEWATERING
,., `L°' HOSE SCHEDULE: 40 Ce J U-
ZONE -" - -- -� - 'H=2' MIN. SPILLWAY `J III ` e (PVC PIPE O z
FILTER FABRIC CLEANOUT SKIMMER ARM
DEPTH LENGTH =
(H/2) 1' SEDIMENT H x 1.5 ANTI-SEEP
STORAGE COLLAR END VIEW FRONT VIEW F-
DATA BLOCK (MIN. 5') NOT TO SCALE
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKIMMER
AREA AREA Q,o REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE
(ACRES).47 (ACRES).4 (CUBIC 6 (CUBIC FT.) (SQ12 FT.) (SQ FT.)0 H/2 DIAMETER.5in DIAMETER
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
SB-B 8.47 8.47 38.4 cfs 15,246 25,290 12,490 14,090 1 2 3.5 40 1.5 5 2.5 2.5 in
SB-C 5.95 5.95 27.0 cfs 10,710 17,310. 8,770 9,860 1 2 3.5 20 1.5 5 2.5 in 2 in "H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY. ,,4,,,,,,,,,,,,,,,
NOT TO SCALE �N CARO< ,,,,
SKIMMER SEDIMENT BASIN SKIMMER : THE JOHN R.STD Y1. ITV. STD. NO. REV. n J McADAMS : z
130.02E 13 . 130.02B 12 73 1.COMPANY, INC.; c
PLANT VIEW BAFFLE (TYP. :• C-0293 ,:�Q:
SEDIMENT BASIN BAFFLE (NP.) NOTES: 4,,c'9•'• .,,,,,•.•'�OQ-��C
DESIGN CRITERIA ,,4+,F OF ABC. ...
1. REFER TO NCESCPDM ,,,m,,,,,d
o SECTION #6.61 FOR
DRAINAGE �) ADDITIONAL DESIGN
m t SPECIFICATIONS REGARDING
\ (III
AREA >70 AC. LENGTH \U1\I II I/
o' (ACRES) <,Qo AC.
< - SEDIMENT BASINS. GENERAL NOTES ‘‘‘4)9
CARo �''',,
2. REFER TO STD. #30.19 Off•' ES$/
` MIN. ;I:
10' FOR BAFFLE SPACING MID
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEAREDATION. . ?j�OF ..................
INFLOW I 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, SEAL T" •• _
LENGTH TOIMIN.
3. FIRST INSTLBAFFLE IS TO BE ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING _
WIDTH RATIO 2:1
a ar
CONSTRUCTED OF RIP-RAN.) ��� - - CWITHON A Mw. HEIGHT OF s' CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOIULD BE LINED AND/OR RIPRAPPED.NMAX I y�+ ^ ,a ^'� �1»Dr��� : -- AND MIN. TOPWIDTH OF 2'. 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. l�yp
_.� tl K -_ REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. •"'•.C'IN�•• -, `
ry LENGTH TO 6:1
4• . FLASHBOARD RISER NOT (/ Q. \�
WIDTH RATIO `S •ISER PERMITTED FOR USE 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. �':,,qRj A WpO�`.‘`O1_1.1„ Ztl
o
N
o Illllllln\ \``
SKIMMER 5. SKIMMER INVERT ELEVATION 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
MIN. 1800 AVERAGE AREA* = BASIN BOTTOM + 1'
o
VOLUME (CU. Fr. WIDTH =  DEWATERING MIN. 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
m REQUIRED PER AC. LENGTH DEVICE REVISIONS
a DISTURBED) 6. H = SPILLWAY ELEVATION( 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
^� • AREA OF BASIN WATER - SKIMMER INVERT
w SURFACE AT TOP OF PRIMARY i' 1•' L=20' ELEVATION 8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD NO. DATE
g SURFACE (SQ.3 FI, SPILLWAY MIN.
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
AREA
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
Y 3 EE NOTE REQUIRED PER
Q1 )S CROSS-SECTION VIEW --..........„3 9.
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
S. 1' FREEBOARD W BAFFLES SHALL BE INSTALLED IN ALL BASINS.
eo
6" MAX. DEPTH OF FLOW 11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
OVER EMERGENCY SPILLWAY EMBANKMENT SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
15
INFLOW MIN. 1' fj-T 12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
PRIMARY SPILLWAY (RISER) ✓✓✓ 13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
�o ' MIN. I o , qh\� - _EROSION AND SEDIMENT CONTROI PI ANNINC AND nFSIGN MANIIAI PLAN INFORMATION
Api3 DEWATERINGNI1 -� "''��..� Z
2 ZONE " '' ` H 14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE;, SLOPE TERRACING WILL BE REQUIRED.
o '��- i d �� EMERGENCY 15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION PROJECT NO. KLP-19000
FILTER FABRIC a . ' ��� �� SPILLWAY HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AMID STABLE GROUND HAS BEEN
-_J 1�� ESTABLISHED.
CLEANOUT FILENAME KLP19000-EC3
DEPTH H X 1.5 ANTI-SEEP 16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
-
1' SEDIMENT BAFFLE THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE SO' OF BUFFER CHECKED BY SAW
= DATA BLOCK (H/2) STORAGE o
(5' MIN.) COLLAR NOT TO SCALE SNOT PROVIDED.
DRAWN BY AJB
m cu
BASIN DRAINAGEAR DEANREDAED Q,o REQUIRED VOLUME
OPROVIDED REQUIRED SURFACE
PROVIDED DEP DEPTHCLEANOUT
(FT.) (FEET) (FEET) (FEET) (FEET) (FEET) SKIMMER SKIMMER
ORIFICE
,,, (ACRES) (ACRES) ((CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 DIAMETER DIAMETER SCALE N/A
o SB-A 22.26 22.26 101.0 cfs 40,068 204,892 43,920 73,583 1.5 3 6.5 16 3.5 - 5 4 in 3.5 in DATE 01. 17. 2020
m
a
SHEET
0
0
(REVSEDIMENT BASIN GENERAL NOTES-SEDIMENT BASINS lSTD. N.. REV. EROSION AND SEDIMENT
as
d / STr. N1. .
30.03E 12 30.03B 3 CONTROL DETAILS
in
o
C6 . 03
PRELIMINARN DRAWING - NOT FOR CONSTRUCTION

NOTES: lal
In spite of precautions, some damage to protected trees may occur. In such cases Stake
repair any damage to the crown, truck or root system immediately.
2 X 4" wood frame
- Repair roans by cutting off the damaged areas and painting them with tree b
1--1-
paint. Spread peat moss or moist topsoil over exposed roots. Fabric y The John R. McAdams Company, Inc.
- Repair damage to bark by trimming around the damaged areas as shown 1 .5' 3430 Toringdon Way
in Figure tEi.04b, taper the cut to provide drainage, and paint with tree paint. max- Cut off olll damaged tree limbs above the tree collar at the trunk or main �\i _IIIbranch. Ue three separate cuts as shown in Figure 6.05c to avoid peeling _
bark from healthy areas of the tree. _ �� �� III-I 1 - 1 I- I-III-I I - ..rid I I I I I phone [phone]
1.1.1.1�L1\\ 3, (�I- - I-III- I- fax [phone]
_ min. III-III-III=III ll license number: C-0293, C-187
d�'�II'I'�h. I I Buried Fabric www.mcadamsco.com
� �J U II CLIENT
�� 1 MR. MIKE KISSEL
��:1:1 - �, KOLTER LAND PARTNERS, LLC
SeedingPattern Drop inlet _ � 701 SOUTH OLIVE AVENUE, SUITE 111
�■■■■■■■■ with grate - } WEST PALM BEACH, FLORIDA 33401
/V1 /1r1 ■■■■■■■■� e q - Frame min
`� � `� ��� II 1 ZIIIIIII � � � � , - I ?CIO i AND PARTNERS
`C 1 /2
t _ I Gather
.�0� ia
-, 1 ,,_ ii it
- excess
‘ r ��� �l 7 1at corners
�I- ih ` II0ii(M: it'øi
IIIrV�'1�7IT?rI�I I, ,... ,
I, _ aw
IhI I 0 Installation of fabric -.1
Ilincorrect N.
and supporting frame for inlet protection. (� N
a W
Correct > el CC
a W O
De=la ° °°
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m eel z a z
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Barrier should be installed at the drip line of tree branches (modified from NJ). W N 0 -I U
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(source:NCAES Bulletin AG-69). r > Z O
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
PART In PART NI PART III THE NCGO1 CONSTRUCTION GENERAL PERMITSTRUCTURE WITHISER
SELF-INSPECTION,RECORDKEEPINGAND REPORTING2. Maintainvdevehiclespp unti equipment stored
prevent dischargeof fluids.
SELF-INSPECTION,RECORDKEEPING AND SELF-INSPECTION,RECORDKEEPING ANDREPORafING Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans unifier any stored.equipment.
activity being considered compliant with the Ground Stabilization and Materials Handling 㢥 .i
SECTION A:SELF-INSPECTION 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a sY .'"'"M,d^' miste
i„ir
SECTION B:RECORDKEEPING SECTION[:REPORTIN6 sections of the NCGO1 Construction General Permit(SecHans E and F,respectively).Thex r�i project.Self-inspections are required during normal business hours in accordance with thertable 1,E&SC Plan Documentation F.Occurrences that must be re rted permittee shall comply with the Erosion and Sediment Control pian approved by the �"�• "' 1 I I,IW 4. Collect all spent fluid%store in separate containers and properly dispose as �:9:' a tbelow.When adverse weather or site conditions would cause the safety of the lnaWection delegated authority avingjurite corn.All details and legateations shown on this sheet f' \y,. tetstrlpaz
The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: hazardous waste(regyde when possible). ` -I• p zpersonnel to be Injeopardy.NeInspection may be delayeduntil the neat businesmfiay on may not apply depending on site conditions and the delegated a uthority having jurisdiction. " ♦♦ 4aapproved MSC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or we[land. 5. Remove leakin vehfalles and constructions ui ment from service until the roblem __ J CA Owhich it is safetoperformthe inspeNon.In addition,when a storm event ofgreatter than 8 9 P P M&R.,,.b..m......P,..., N ROS.O inch occurs outside ofnormal business hours,theself-inspection shallbe perfammed The following items pertaining to the E&SC plan shall be documented In the manner has been corrected. �.. atsmuea r • fv'd M.t:,C ♦♦♦♦ • (/ Aii
upon the commencement of the next business day.Any time wheninshalibenswenre described; (b) Oil spills if: Temporary and Permanent Groundeover* 6. Bring used fuels,luodicants,coolants,hydraulic fluids and other petroleum products �w� pBA. „ : =0•TH ••�9
delayed shall be noted in the Inspection Record. • They are 25 gallons or more, toareCyding or dispersal center that handles these materials. as ti al T AS .c ,Fl..oro. :THE JOHN R. •5
Item to Document _ Documentation Requirements • They are less than 25 gallons but cannot be cleaned up withlm:24hours, -
sTa&twnwznneenaEes ngYgrwa+fp + narwr,;;gF N'"""� ,.sore anno rsmumunt = n : McADAMS : Z !
Inspect Frequency Inspection records must include[40 CFg122.4M): (a)Each E&SC Measure has hceninstalled initial and date each E&SC Measure onaccpy • They cause sheen on surface waters(regardless of volume),air a^'""•`"'30'n
(daring and does not ignificantlydeviatefromthe of the approved8&SC Plan or complete,date LITTER,everbuN or MATERIAIL burnwarste LANDterandNGWASTE ! }3 :•COMPANY, INC.o
laredons,dimensionsand relative ands, an inspection report lists each • They are within 100 feet of surface waters(regardless of volume), : (�
normal en P¢ Pa aaeMewnaceztmw gette tMl naanme steeemm 1. Never bury burn waste. Place litter and debris in approved waste containers. CONCRETE WASHOUTS i ▪ C-0293 Q .
business elevations shown on the approved E&SC E&SC Measure shown on the approved E&SC • T
2. Provide a sufficient number of waste containers on site to manage the quantity of ;• ti:
-_ ...,,-.,, -__ Plan. Plan.This documentation Is required upon r.nawraiaa....iu.annna..wsa rem Nina 1. Do not discharge concrete or cement slurry from the site. e •••• •• • •. ♦♦
------ ---- (a) Releases of hazardous substances in excess of reportable quantities under Section 311 ofwaste produced. ♦ Q Q-
(I)Pain Daily Daily rainfall am°unos, the Initial Installation of the Measures or - 2. Disposestates or recycle its and atconcrete residue In accordance with local ••• ♦
u e If no dailyrainthe Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA 3. Locate waste containers at least 50 feet awayfrom storm drain Inlets and surface cY 0 91 sec O
gaggauge observations are made during if B&SCM¢asures are modified after initial (ReE 40 CFR302.4)orGS 143.215.85, - - waters' unless no other alternatives are reasonablyavailable. and solid waste regulations and an approved facility. OI F OF AVM ♦♦♦
maintained In weekend or holiday periods,and no Individual-days+rainfall installation ,Ol1gq NO mOyvawrpdwrao•• ra•s. N..• 3. Manage washout from mortar mixers in accordance with the above item and in /z z ttl♦
good working Information is avaladie, record the cumulatiwe min ---- -'-"'- -------- _ 4. Locate waste containers on areas that do not receive substantial amounts of runoff g / 111r IItlk
(Is)A phase of grading has been Initial and date a copy of the approved E&SC addition place the mixer and associated materials on impervious barrier and within
0
order measurement for those en-attendedi days(and Mils will (b) Anticipatedb asses end unanticipated bypasses. from upland areas anrh does not drain directly to a storm drain,stream or wetland.
completed. Plan or complete,dateandsign an Inspection bypasses P YP lot erlinmetsilt fence.
deresmicedasite inspection needed).is Days an whhich nonImp•• ls' ,tnewlnew and on 5. Cover waste container¢at the end of each workdayand before storm events. Repair p 1/11111/
u raiimltteeccma use anotherran-monitonro deuce conswrnanreport 0:1 �phcemmpkdan of the tlgw•amruwru ram r,.p,a„ae,u dart.-.rnn..a. or replace damaged waste containers. p 4. Install temporary concrete washouts per local requirements,where applicable. If an vvvltll CAR //''/
c Pe Y ng (c) Noncompliance with the conditions of this permit that may endanger health or the alternate method or product is to be used,contact your approval authority for
J .(N o i�
6. Anchor all lightweight Items in waste containers during times of high winds. . , ( G
m approved by the Division. (c)Ground cover is located and Initial date a copy of the approved E&SC environment. review and approval. If local standard details are not available,use one of the two � •, /
(2)MSC At least once t. Identification of the measures inspected, installed in accordance with the Plan oregm late,date andan inspection Slopes 3:4 araewr uam 7 Sys for slops arena Nunn`In wesm. 7. Empty waste contafnens as needed to prevent overflow. O •SS• -✓
0 p signtypes of temporary concrete washouts provided on this detail. FE /Q •
2 Measures per?calendar 2. Date and time of the inspection, approved E&SC Plan. reportto indicate compliance with approved g: Dispose waste off-sitr:atan approved facility. 5. Do not use concrete washouts ford withining or storing defective curb or sidewalk '�.••�O ' y;9:::-
ti '
days and within 3.Name of the perscn performing the ground covers specifications. 2.Reporting Tlmeframes and Other Requirements , einara,o•aa,ws••o•s„n,nor sides. N .eaewrs.a.r...naxowz�. may pumped •Q -r 1,
v 8< Msections. Stormwater accumulated thewashout not be um ed into or SEAL
24 hours ore 4. Indication of whether the measures were operating (d) The maintenance and repair Complete,dote and signan inspection report After a permittee becomes aware of an occurrence that must be reported,he shall contact the discharged to the storm removed from
system or receiving surface waters. Liquid waste must
reinevent'1.0 properly, Pa P Pus ep rHg q _c0 inch in24 5. DesniptlartoFinaintenanceneedsform¢measR[m, rege'remematarallE&SGMeasures appropriate Division regional office withinthetimefmmesandInaccordancewiththeother PAINTAND OTHER tdumppIQUIOWASTE Lbe ocate dtott and estormt50detfrom)act - 467 Bhours 6.Correct a actions taken,and have been performed. requirements.listed below. Occurrences outside normal business hours may also be •-For Pella Lake watershed,io dieWNed areaswhere actin adtivitfesare incom late vide 1. Do not dump paint Rind other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least SDfeet from storm drain inlets and sudacewaters unless it �•a7. Date°faccluns Taken. (e) Corrective actions love liven INtiai end daceat0 aFthea ved E&SC reportedmNe Divsions Emergency Response personnel at(800).8f62-7956,(g00) rem oundcover no later thenseven ] da sfm st g s aNan 3;I;irn 10 do far2. Lowe paint washouts at least 50 feet away from storm drain inlets and surface can be shown that no other alternatives are reasonably available. Ata minimum, ▪ e�PY PPro po(ary gr ( ) Y Teas reap ( ) ys. Install !eN (3) Atleas[ante I. Itlenti0satmn of the discharge°u[falis InslHNcd), taken to E&SC Measures. Plan Dream late,date ends' an ins action 858-0368 or(919),733-3300. slo s uel to or fkt[ar 8mn31;fourteen 14"da sfor areas wiN no sio e: waters unless no°their alternatives are reasonably available. protection of storm drain inlet(sl closest to the washout which could receive "��n ssI� `� •q�SWrmwater r]calendar 2. Date and time n(Neins ecdnn, P D ( ) Y pspills or • T ..Ilv`,J• `
N per P report to indicate the completion of the 3. Contain liquid wastes-iin a controlled area. entrance pad In
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a discharge days and within 3. Name of the pencnperfommng the inspection, corrective action. /,, ti o0 ,S• 0L17��''�
Occurrence ReportingT(rnemames(After Discovery)and'tnmerRe Requirements 4.. Containment must be:labeled,sized and placed appropriately for the needs of site. 7. Locate washouts in an easily accessible area,on level ground and Install a stone // T O x
out/ails Moors o'a 4.Evidence oflndlcemrx afsWrrnwater pollution swch as (a)Visible • Within4 hours an oral or nohiicatlion. q GROUND STABILIZATION sufficiently
so that
5. Prevent the dines, e:of soaps,solvents detergents and other liquid wastes from entrance pad In front of the washout. Additional controls may be required by the ///IIIA' Wllllt\Dry (SODS) rain event 1.0 oil sheen,8batlngorsuspended solids or discoloration. 5tabili2etneground sufficiendyso that rain will not dislodge the soil. Use one of the g p g q approvingauthorily. I1111
O Inchev 24 $,oil of visible sediment leaving the site, sediment • Within 7 calendar days.are report that contains a description of the construction sites.
ry 2.Additional Documentationp de techniques In the table below: 8. Install at least one signconcrete trucks tothe washout within the project
bows 6.Actions takenronrrect/prev¢ntsedimentatloN,ond deposition sediment and actions taken to address the cause of deposition. H directingP 1
oIn addition to the E&SC Plan documents above,the following items shall be kept on the site Division staff waive.the requirement for a,nx limits.aPost leavings Rothe washout itself to identify this location. REVISIONS
ry _ 7. Date of actions taken stream or wetland ywritten report ona
o --- - - - --- and available for agency inspectors at all times during normal business hours,unless the •Tee Temporary,y (4)Perimeter At bast once �If visible sedimentation is found outside site)eon then a Ouse-by-case basis. W ry grass seed covered with straw ••Permanentgrass seed covered with straw PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
Division providesasite-specific exemption based on unique site conditions that make this other mulches and.tackiflers other mulches and tackfiers overflow events. Replace eo °fake per 7 calendar record of Me following shall be made: • If stream isnemed on the NC 3431dl listaa,iim aired for sediment- pace the tarp,sand bags or other temporary structural
requirement not prattical: P1. Install portable toilets level ground,at least 50 feet away from storm drains,
33 days and within 1.Actions taken to dean up or stabilize the s-edireemt that related causes,the permittee may be required'.no perform additional •Hydroseeding •Geotead4fabrirs such as permanent mil components when no longer Functional. When utilizing alternative or proprietary
24hours of has left the site limits, monitoring inspections ore 1 morerestri •Relied erosion control products with or without reinforcement matting streams iss°rwetlands mnlers there is no alternative reasonably available. If fence footNO. DATE
r{ & sp apply ngemtpracticeslfstag a 8products,follow manufacturer's Instructions.
u rain event>1.0 2.Date of orlon taken,and (a) This general permit as well as the certificate of coverage,after itisreceived. temporary grass seed •Hydroseedi offsetsgrvel pad aind sai,providwith sand bagfportable toilet behind silt or place
wdetermine thatw additional edel l requirementssatlmarei dneeded
ware stoconditions.
rag10. At the completion of the concrete work,remove remaining leavings and dispose of
inch in 24 3.An explanation as to the actions taken to mntmlbfuWre ona gravel antl surround with sand bags.
hours releases, (b) Records of inspections made during the previous 30 days. a permittee shall record _ compliance with the federal orstate imposed-scooters conditions. •Mseic oh telyappiktl straw or mulch •Shrubs or permanent plamingscoveredIn an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
p °8 P y Ofla ills and • Within 24hours,an oral Or electronic notlficatiion.The •Nesdc sheeting with mukh 2. Provide staking or andhoring of portable toilets during periods of high winds or high
5 Stream Atleas[unce If stream or has increased visible the required observations on the Inspection Record Form provided the Division ora �) Pcaused by removal of washout.
release of notification shall include Information about the date,time,nature, • muaml evenly distributed ground cover
m9 DP Yfoot traffic areas.
or wetlands per7 calendar sedimentation or a stream has visible Increased tuibidity similar inspection form that includes all therequired elements.Use of hazardous volume and location of the spill or release. portable nets for leaking and properly dispose of any leaked material.
asufficient restrain erosion 3. Monitor
nnsite or days and within from the construction activity,then a record of the electronicall -available records in lieu of the required paper copies will be allowed ifsanitary g portable toilets and replace
oa Y q p P Psubstances per aStructuml methods such as concrete,asphalt Utilizealkensed sanitm waste hauler to remove leaking
N offsite(where 24 hours era following shall be made: shown to provide equal access and utility as the hard-copy records, item ltb]-(c) I orretalning walls with properly operaUmg unit. ,HERBICIDES,PESTICIDES AND RODENTICIDESicides
0o accessible) rain event'1.0 3.Evidence and actions taken to reduce sediment
inch In 24 contdbunons,and above 1. Store and apply herbicides,pesticides and rodenticides In accordance with label
'� qreportsappropriate (c) All data used to complete the Notice of Intent and older inspection records shall be (c)Anticipated P ya R J 6ypaaa,.IJ restrictions.
hours 2 Records°f there requiredm I.ea tlttar • Are report a:Neeseten do before dark° the
p` Division Regional Office maintained foraperiodofthree years afterprojectromplenonandmade available 40 CFR possible.The report shall include an evaluations of the anticipated m per Part III, bypasses[ pPOLYACRYLAMIDES(PAMS]AND FLOCCULANTS 2. Store herbicides,pesticides and rodenticides in their original containers with the
upon request [40 CFR 122.41] 122,¢t EARTHEN STOCKPILE MANAGEMENT
c _-__ (21(a)of this permit of this permit (m](3]] quality and effectof N¢bypass. 1- Select flocculants that are appropriate for the soils being exposed during label,which lists directions for use,ingredients and first aid steps in case of
v (d)Unanticipated a Within 24 hours,an oral or electronic notification 1. Show taws from Nmns on plans. Locate earthen-material stockpile areas at least
NOTE:The rain inspection resets the required 7 calendar day inspection requirmmenC. construction,selecting from the NC DWR UstofApproved PAMS/Floccub°ts. accidental poisoning.
5 bypasses[40CFR • within 7rn/endar days,a report that include%anevaluati°not SO feet away fromzmmmdraininlets,sedimentbasins,perimeter sediment controls PLAN INFORMATION
u 122.41 cat 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. and surface waters unless it can be shown no other alternatives are reasonabl 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
( )(3)] the quality and effect ofthef ss. - y possible or where they may spill or leak into wells,stately, er drains,ground water
00 (e)Honcompllance • Within 24 hours,an oral or electronic nobflpuion 3. Apply flocculants at the concentrations specified In the NCOWR List of available.
.3 (e) the • WI[hm7calendarPAMS/Focculants and In accordance with the manufacturer's instructions. 2. Protect stockor surface water. If a spill occurs,clean area immediately.
days,a report that contalne-a description of the pie woe-of fence installed along toe of slope withaminimum offset of q, Do not stockpile these materials onsite.
m conditionsofhm noncompliance,and its causes;the period ofmm�cempliance, 4. provide minding area for containment of treated 5tormwater before discharging five feet from the ee. PROJECT NO. KLP-19000
p` permitthatmay Including exact dates times,and di the npnommpliance has offsite. 3. Provide stable stone access point when feasible.
o endanger health or been corrected,the anticipated time noncompilfence is expected to 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 4. Stabilize stockpile within the timeframes on this sheet and in accordance
the continue;and stepstaken orplanned to reduce:,eliminate.and or surroundedsecondarycontainment structures. HAZARDOUS AND TOXIC WASTE
by asvegee tookpiedpihiothetimalcoien providedonthis that
illlresizaa ccelerated FILENAME KLP19000-EC3
j environmenta0 prevent reoccurrence of the noncompliance.[410 CFR 1'22.410)(61 vegetative,physical!or chemical coverage techniques tat will restrain accelerated 1. Create designated hazardous waste collection areas on-site.
., CPR122.41(1)(7)1 • Division staff may waive the requirement for unwritten report on a ,.5343 erosion on disturbed molls for temporary or permanent control needs. 2. Place hazardous waste containers under cover or in secondary containment. CHECKED BY SAW
o "At': case-hy-case basis. Fs NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
? t J� EnvironmentalQuality DRAWN BY AJB
u + NORTH CAROLINA eta-sge
can �' , Environmental Quality ,K
Z.
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTItVE: 03/01/19 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 03/01/19 SCALE N/A
DATE 01. 17. 2020
0
SHEET
o
g EROSION AND SEDIMENT
CONTROL DETAILS
Y
on
on
C6 . 04
--
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

.25" RADIUS
25' (MIN) X V (A_) ice..RADIUS 0.�•'I \ 6 1 2' 2
I f7.RA �
IUS m
tro• � •
.4.- I2'-0" t2'-0' �.-.B•_0• �i•_0'�. 2•_D-VALLEY GUTTER o - 1 MC A1[ l _ i S
it/4'/FT I/4'/FT. / N , . �..
p
` / A� 1 2 0 The John R. McAdams Company, Inc.
/I Rd' � �s lk,5• ,n I r-e--.I z' G" VALLEY!' GUTTER 3430 Toringdon Way
RESIDENTIAL STREET • xv..
/r MOMS2 o Suite 110
STANDARD 1'-fi" QURF3 AND GUTTER �• r
I,, 3' RADIUS Charlotte, NC 28277
1 1SC RAMS L
1.5• IUIUNOUS CONCRETE SURFACE COURSE, TYPE 1-2 sm phone [phone]
®COMPACTED AGGREGATE.BASE COURSE(SEE NOTE 5) I fax [phone]
1 1/2' 1-2 ASPHALT ®2'-0•VALLEY GUTTER I,_O.
®A CONCRETE SIDEWALK I 3•RADIUS license number C-0293, C-187
in
refit d COMPACTED AGGREGATE 1 6•
ref ii :IP BASE COURSE PAVEMENT NOTES - L P 2,J•R :rr /B• RADIUS STANDARD Z'-B" CURB AND GUTTER
:• www.mcadamsco.com
::.'° :e 1. -SU60RADE MUST HAVE A DENSITY OF.100% IN C
�.�.-COMPACTED SUBGRADE ACCORDANCE WITH MSHTO-T99 BASE COURSE MUST _
AVE A DENSITY OF 901E FOR BCBC AND IWS.FOR ,R •� T/B•RADIUS CLIENT
A.B.C. IN ACCORDANCE WITH MONO-TIRO
II 'MITI I-- ;/,:
DIUS
TYPICAL PAVEMENT SECTION SURFACE COURSE SHALL BE COMPACTED TO A DENSITY FF I"'-^•-s- � R' IX TeLASTs
OF 9sr1 PROOF ROLLING.OF SUBORADE MID BASE COURSEMIES t'-6" MEDIAN CURB AND CUTTER r � MR. MIKE KISSEL
: SHALL BE APPROVED BY NCDOT OR INDEPENDENT TESTING NOTES
,. THE GiROWN (TRANSVERSE %�E) FOR TYPICAL FIRM AT NO COST TO RE TOWN. NN AND1TO 1. CURB AND CUTTER STREETS YAY USE VALLEY GUTTER ro BE USED IN MEDWHS WHEN LANES ARE SLOPED '. •• , 1 KOLTER LAND PARTNERS,LLC
SHALL BE SUBMITTED TO.THE TOWN ENGINEER .TO NCDOT. FROM ISLAND OR AS SPECIFIED BY HALE TOWN ENGINEER. 1 3/4• RADIUS
SECRON 15 MINIMUM OF 1/4• PER FOOT. OR STANDARD CURB AND GUTTER. 7O1 SOUTH OLIVE AVENUE,SUITE 111
2: MAXIMUM LENGTH OF A CUL-DE-SAC FOR 50'R/W IS 1000 FEET. 2. ALTERNATIVE CUR.-DE-SAC DESIGNS;NCWDNG ISLANDS • .• ••
SHALL BE SUBMITTED TO INDIAN TRAIL WEST PALM BEACH FLORIDA 33401
3. ALL CIUL-DE-SACS MUST HAVE AT LEAST FOUR (4) ENGINEERING DEPARTMENT FOR APPROVAL 1
W'' F DRNEWMT FOR STREET ACCEPTANCE. 1-_____-,•-e•---1
NO. ATE DESCRIPTION 1 4. A 50'UT/W Slims IS REQUIRED WHEN SERVING. REVISIONS 3. THE CROWN FOR PAVEMENT SHALL BE 1/4 PER FL REVISIONS
'- MORE.THAN 25, BUT LESS THIN 100 DWELLING UNITS. MD. DATE DESCRIPTION FROM THE CENTER OF THE CUL-DE-SAC, NO. DATE DESCRIPTION
. ___,_ _-_.--
5. 8' MRNAUM AGGREGATE BASE COURSE OR PAVEMENT DESIGN4. AT LEAST FOUR(4).RESIDENCIES MUST ACCESS 1'-6" MOUNTABLE CURB AND GUTTER
THE CUL-DE-SAC FOR STREET ACCEPTANCE
PER As NCDOi MNIYIAJ CONSTRIICININ STANDARDS TO BE USED IN MEDIANS ONLY:WHEN SPECIFIED BY
_. A FORT SUROMtlON Pf1AD5 APPROVED DATE 8/01LC S MAXIMUM CUL-GE-SAC LENGTH IS 250'. THE TOWN ENGINEER. I
_.--_� �__. APPROVED DATE -B-OS-00. .. APPROVED DA7E•��L)'/.A'.. KoLTER
TOWN OF INDIAN TRAIL INDIAN TRAIL TYPICAL SECTION TOWN OF INDIAN TRAIL INDIAN TRAIL RESIDENTIAL TOWN OF INDIAN TRAIL
LAND DEVELOPMENT LOCAL RESIDENTIAL STREET Gy ITT. N LAND DEVELOPMENT SW ,� LAND DEVELOPMENT CURB AND GUTTER Rro NO REV.. LAND PARTNERS
STANDARDS 1.02" STANDARDS CUL-DE-SAC DETAIL 104 STANDARDS 1.12A
_ _ -I-------- -- - -- - - • 1ro. GFARP NmTs. Q
1 I.
A C E CONCRETE
1.O6P ( AT 5 IN RAW' SINLL BE REOUIREO O r ,
�• ET THE CONCRETE 910EWM1f AT 5 INTEINAIiS.INTERVALSJOINTAT NOT TO
EXCEED SDI AND MATCHING EXPANS MISOI STIIUCTIDN JOINT IN
• ADJACENT CURB,A SEALED 1/2" JOINT TRU. BE W
U 4• ' REQUIRED WHERE THE SIOEWAU JOINS MITT RIGID STRUCTURE. W
JOINT SEALER I/6•RADIUS (TYPICAL) : tR M• 6' 2'-6' -6' •• .. ., 2. WIDTH OF SIDEWALKS ON ALL STREETS SHALL BE A MINIMUM OF 5• J
A.
Qp i}11
3. SIOEWALT( TO BE POURED TO END OF RADIUS AT INTERSECTING VI
G F�ir (-�A G CS R BACK OF CURB • •• A• ••• STREETS. a Ir W
IM... I 4. CONCRETE COMPRESSIVE STRENGTH SHALL ME 3600 PSI. IN 2B DAYS.
kliffilli0
ME AI
FACE w Gw+� , GROOVE JOINT IN SIDEWALK p0
L 0 el 0.11
JOINT FILLER PLAN .VIA C UP OF CUTER/EDP 1/B" RADIUS JOINT SEALER Ca el Z 4
TRANSVERSE EXPANSION JOINT \ �- rt/e•TO 1/4 J J
m in_ in W � . °
7 1/2• I ,/2• EXPANSION JOINT (',SEAL TO VINE WATERTIGHT) J Q
t. CUNTRACTDON JOINTS SHILL BE SPACED AT TO-FOOT INTERVALS. FOR VALLEY GUTTER, �•B 3/4• I• All- T
A 15-FORIT SPACING AMY BE USED WHEN A 1MCHME 15 USER JOINT SPMJNG AY BE ALTERED - I I E( i
BY THE ENGINEER TO PREVENT UNCONTROLLED ammiNG. Z � � IM.� F•-- JOINT FILER yFt
2. GONTRAG11tON JOINTS AY BE INSTALLED BY THE USE O TEMPLATES OR FGNMED BY OTHER APPROVED METHODS. - -, EGGG CC CC 1
WWI&=CH JAMS ARE NOT FORMED BY TEMPLATES A MINIMUM DEPTH OF 1 1/2•.SHALL BE OBTANED.. 7 Um!
3. ALL EXPANSION JOINTS SHALL BE SPACED AT SO FOOT INTERVALS.AND ADJACENT TO ALL RIGID OBJECTS. • -1 �•. •.. •f-PROPOSED CURB k CUTTER
JOINTS SHALL NATO. LOCATIONS WITH JAMS IN ABUTTING SwEWALK 1---2•-4 1/2 .•_3' • • 2'-1 1/2• > 2 O
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. M 2B DAYS. TRANSVERSE EXPANSION PROPOSED 4^ CONCRETE SOMAS < J
5. CURB SMALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. SECTION A-A c.FCTION R-R SECTION C-C JOINT IN SIDEWAL L
8 TOP 6.OAF SUE RARE BENEATH THE CURB AND MITER SAD.BE COMPACTED TO ID=SMNDARD PROCTOR DENSITY. K DETAILS SHOWING EXPANSION JOINTS W Q
REVISIONS REVISIONSREVISIONS IN CONCRETE SIDEWALK
NO. DATE DESCRIPTION NO. MATE DESCRIPTION NO. DATE DESCRIPTION CD
I. TRANSITION IS NOT TO BE LOCATED wgxx THE CURB RADIUS. CC J LL
- APPROVED DATE 8/a/!X'. APPROVED DATE et/CU/oc APPROVED DATEWei//f<1 O
IMINI
TWON OF INDIAN TRAIL TOWN OF INDIAN TRAIL CURB TRANSITION TOWN OF INDIAN TRAIL 0
z
LAND DEVELOPMENT CURB AND GUTTER $ra ND REV. LAND DEVELOPMENT 2'6" CURB AND. GUTTER TO 2'-0"
sro ND. ONLAND DEVELOPMENT CONCRETE SIDEWALKS -..,LL NO. FV =STANDARDS 1.12E STANDARDS VALLEY GUTTER 1.14 STANDARDS 1.17 OF--
iiiiiiii
- - - - - - - - - - - - ��o`O``,, CAR AA'%A,e
VARIES
OF swETMLX •�4" 0? ,:•'"� -9 t
VC PER FT (AR). I I ID•-o• I m•-0 •0 1 THE
RMCADAMS z E
'•- I t I/S F I
E A :COMPANY. INC.; -
J '• C-0293 ,�7
SECTION A-A 'O'Ai % •` ,]•n� C
GIN TRANSITION
1, iHE AWON OF THE SIDEWALK SHALL BE NOT LESS THAN I II I II'I III!II II I:I AT END OF RADIU AT ,,,,'CY9 FOOT TAv�``OC.4�,,
SIX INCHES OR MORE NMN EIGHTEEN INCHES ABOVE THE V IIIIII�.II�I IIIIII ARIES FOR YOKE DETAM \\\\III IIII//ROADWAY CROWN. THIS ELE`ATION WTTERENTW.SHWA BECONSISTENT 1 �V SEE STD. ND. 1.14 SEE Sro. ND. 1.tM
N 2. ALLL CONCRETEWIDTHS TO BE
TO EACH 0 PSI DETERMINED' BY 111E TOWN 1 / _ I FM MORE OETAK ���Y\\�N CARD<i'��'�,
ENGNEER OR /COOT. IC A L 4I�
JOINT DIPANSIOJ t-IT VALET GUTTER • O`,:••ESS/ ✓
a` 3. ALL coNcrEre ro ]600 Psl STPENGiTH. PLAN FOR TANGENT SECTION ; �.�OF 02.•q i
4. ALL
CURING. NT CONSTRUCTION
AND ETC. SHALL BE IN ACCORDANCE y I o I - •Q SEAL _
WITH THE TOWN OF MOM TRAIL LAND UEYELOPMENT z STEEL HOOD CATCH BASIN 3'-0' "] _
IO STANDARDS. Im1E: 0 8pn - -
g 1BE TRAISRION FRW VALLEY GUTTER 10 2'-6' :•.•....F NE-`,;:"
.vtSECTION TO BE MIME PER STD. 1.14. 6 1 �%i%•A• T.`.•• (IL�
2' EXPANSION ! 111
EXPANSION JOINT a ,, Gnnr•A•.. OOOQ•`,;
e A 1 l A 1,. AJJJ11I11,1\T\\ AL Ot-17-ies.0
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2-0VALLEYGUTTER
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PLAN � _T_� REVISIONS
r.
CON RETE RAJ(. I..
3 ' -�/..-_o I NO. DATE
F+-3'-6' 3'-6'+I 1 MIME Y-B'CURB MID GUTTER IS USED,
.-i
REVISIONS
MEL
CATCH BASINS MAY BE LOCATED AT END
REMISS NO.1 ATE REWS�XRIPTION
a, NO. DATE DESCRIPTION �. - . I NO. ATE DESCRIPTION of NAAIS.
Y GROOVE JOINT . ? 2. RADIUS AT INTERSECTION MAY VARY.
cPLAN FOR RESIDENTIAL CUL-DE-SAC
.§ APPROVED DATE .) '6/fa, APPROVED DATE �f'!I!',"
L I APPROVED DATERI,/^""
TOWN
LAN OF INDIAN STANDARDS AIL RESIDENTIALFOR VALLEY GUTTER(TYPE I) 5 1.22 V TOWNLAND
STANDARDS DEV OF INDIAN ELOPMENT CATCH BASIN FRAME 1.24 Y TOWN OF INDIAN TRAIL CATCH BASIN PLACEMENT
IN VALLEY GUTTER LAND DEVELOPMENT PLAN INFORMATION
STANDARDS AT INTERSECTION 1.25
m
PROJECT NO. KLP-19000
0
FILENAME KLP19000-D1
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e CHECKED BY SAW
DRAWN BY AJB
40
SCALE N/A
o DATE 01. 17. 2020
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PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION

111
VARIES-.- F..6
1' T-B' 2' O 2•-C CURB AND GUTTER, STD, 1.12A. MEMEM6-MOTIFS; TABLE 1.
3
2-6• PUNTING STRIP'\ CLEAR ZONE DISTANCES
SEE NOTE 7 �4 HANDRAIL STD. 3.Ot I. UNLESS OTHERWISE DETERMINED BY THE TOWN ENGINEER. THE MEASURES ILLUSTRATED INCHES
I� W '�' AIJOY MC A DA M S
VARIES \ © VARIES SHALL BE USED WHEN CULYERL OWIETER, D. IS GREATER THAN OR EQUAL TO 24 INCHES LOCAL, COLLECTOR, AND COMMERCIAL STREETS I _ 1. `` BE AWyu( Y JL�
OS 5'-D` SIDEWALK, STD. t,1T AND WHEN TINE DIFFERENCE W ELF/AVON BETWEEN THE CULVERT VINERY AND THE T� LEidliiii -[HICK. POST ST14
r,_,i . OF SLOPE, H,. IS GREATER THAN OR EQUAL TO 5 FEET, CLEAR ZONE FROM EDGE OF PAVEMENT
) SO' (IHIpWFSs) I. I LLLEEEENNNNQBBBRRRRiiii L11R T,S75 U D• r'•E"�
M1 2'-0`VALLEY GUTTER. STD. 1.12A DESIGN AOi PVT � � STEEL CONnN1ilW5 MILL 01Pp��D,, �A7IH
'L' -I T d 1\ 2, WSTALIATINW OF 2'-6' CURD AND GUTTER MAY NOT BE RECURRED WHEN AN AOEOUATE TANGENT SECTOR CURVE (WRHIN 125' OF CULVERT) NO RPM FD1� OR 40, 1k:40 WALL AWI[NUI/WE The John R. McAdams Company, Inc.2 H® CURD TRANSOM I'-6' CURB AND CLEAR ZONE IS PROVIDED FOR VEHICLES WITH A MAXIMUM OF B:1 SLOPE (SEE TABLE 1), OETAH•B).
N © CUTTER TO 2•-O'VALLEY CUTTER, UNDER 250 10' 15' 2. BE AW uu +5N10 ALLOY OR 3430 Torin don Way Sro. 1,14 3. INSTALLATION OF HNNDANL MAY NOT BE REQUIRED WHEN A 10-FOOT PEDESTRIAN CLEAR r1 FON yS drill I� BLNE 692ALO. g
+RPE C:IILVERi+ ZONE IS PRCIMDEU BEHIND THE SIDEMMA WITH A MAXIMUM OF 6:1 SLOPE. WHERE NO 750 - 1500 12' 18' (17 .OW1'(THICKNESS) pC9 SF DIE CASH MD POUCHED. GP SHALL DE
SIDEWALK 6 REDumED, INSTALLATION OF' HANDRAIL MAY NOT BE Mums)WHEN A 15-roor ) '` TAPPED 7p RECEIVE AND INCLUDE 3 STAINLESS Suite 110
�ENBWBA PEDESTRIAN .,-EAR ZONE IS PROVIDED BEHIND THE CURB WITH A MAXIMUM OE 6:1 SLOPE. 1501 - 6000 It' 21' q SIEEL, SCREWS P'DST MWHIIND AND
wins st a. FS�OTR's1ISR.WS FOR SLAVE Charlotte, NC 28277
N ENDwALL FCTION A - A 4, FOR CULVERT CROSSINGS WITHOUT ENOwALLs, LH AND LC2 SHALL BE MEASURED FROM
OVER fiW0 18' 2l' 1 NIUVn1,NG. SET SCREW$,ro HAVE A11EN FIEADS
THE OUTSIDE OF THE NEAREST WALL OF THE CULVERT BARREL. Imo, O (SEE DETAIL C).
LH O 3. BLADE SPACER BRACKET SHALL MEET SAME phone [phone]
ENOWALL A 20'-0' 10' TRANSITION 5. FOR MUURWLE BARREL CULVERT CROSSINGS. ICI BALL BE MEASURED FROM THE pFz NS 2 lb
O 1 I` CENTERLINES OF THE OUTBOARD CULVERT BARRELS. 4' FICH a`^,c Yo i+ AIL fax [phone]
0 LH . DISTANCE FROM ENO OF DINGWALL TO 6. WHEN NECESSARY,AS DEERMRED BY THE TOWN ENGINEER, MEASURES ADDITIONAL 4'
N/W'- - - - - - .- - - - - - - q/w END OF HANDRAIL. TO THOSE IW.USTgAEO MAY BE REQUIRED. - I n1E license number: C-0293, C-187
0 IRO 1
I� ��� LCI . DISTANCE FROM G. OF CULVERT Z. MST/wormLYRQU D ONE REQUIRED ON THE SIDEWALKION SOT OF STREET M SIDEWALK
ONLK U� ..
TO ENO OF Y-6' CURB AND CUTTER 7. ONLY O ON ONE SIDE OF STREET. WSAL OF HANDITNL 5 If SIO ONBOTH SIDES ,�. \ 1.O�D• '�I v� Ii> B p '" UG. P �E
GUTTER. IS REQUIRED.
STREET IF SIDEWALK IS REQUIRED ON BOTH SEES OR IF NO SIpEWALR FI•T'-' T FXUARy:g_BIMI.f. www.mcadamsco.com
I I l �_ LCZ DISTANCE FROM END OF WIN(WIALL �4' + �1 1 4LNwSli ANU
iiII Ili �r� TO ENO OF G•-6'CURB AND CUTTER. B. DESIGN MDT 15 CALCULATED ASSUMING A TRIP GENERATION OF II ONLY TRIPS PER \- O T r(!,F'Atli
C ALL � y,. TO
,�YYE6 I SINGLE FAMILY DWELLING UNIT. /E 1,`N'` • •rt NYM1 i.
•
® Nf: N lacc-oO2MIN, DETAIL E).
CO© ® ® ''�`` MD LL RK. MATERMN.. RE]IWED SEE CLIENTikagrarej
1 R5=01YIN. - - �r 1 �f ,Dmm' O ,� 6T�Np3iH���Fis����g1y�"E �Iu F TpAF�ppffe r"T 7M�7z er MR. MIKE KISSEL
' mums_ OP_Y° ,IS'liiATo 6tF1°It
© I �� �.�' RI Ir°� w. o" E"'oF KOLTER LAND PARTNERS, LLC
® CE ® II B. � OPERATION. TO 701 SOUTH OLIVE AVENUE, SUITE 111
IIQ •• • �rs�n _ SIGNS WEST PALM BEACH, FLORIDA 33401
5L,: , O ,�,, B' ESsEs.SPpFIp TO SWlY APPROVED
F
' I C �Ir'"� ADORFS56.
_+Vl 7. W PR IE. A
REVISIONS RAW- - _ - - _ - - R REVISIONS Imo" ` 1 • ` TH AN EXIF Y�Du WITH SACK
-
_ \ , SUPPLEMENTAL PLATE MMAAYY EITHER ATTACHm
SNAIL HAVE BLAC7KE,LETMEW,
IHF7EFlSyE THAT SSHOW ALIPVF TO
NO. DATE DESCRIPTION ENOWALL� \ N0. DATE DESCRIPTION O ?, - HK.1{ UPPER Cw� F}IWA STREWS BE
C, ON
A r-. ` SEE NOTE T 1 DATE AEM90NSOE9CRB'IgN ON A B CKGROUND OF YE' ENGINEERING
PLAN VN=W -��VV GVDO GRADE SHEETING. (SEE AL F).
APPROVED DATE(44/0/'I^[' APPROVED DATE P./.0//'^ 1111111
I B. ALTERNATE SICNME FOR ^fMID' MAY BE APPROVED
TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL WL-I 'THE �E RErRr�(FA7NE OF THE LAND
IE, J PARTNERS
, , Ry -1•• E
TOWN OF MAR TRAIL CU : VERT CROSSINGS ON RESIDENTIAL CULVERT CROSSINGS ON RESIDENTIAL APPROVED DATE
LAND DEVELOPMENT LAND DEVELOPMENT
STANDARDS AND COMMERCIAL STREETS Bro NO. Re STANDARDS AND COMMERCIAL STREETS STD NO REV TOWN OF INDIAN TRAIL
1.31A / 1.3TB LANDSTANDARDS DEVELOPMENT STREET NAME SIGN STD. KO. REV
3.05A
J
Z W
Y NOTES: USE CLASS "0"CONCRETE 1NROUGHAIT, Z O U
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS t2" O UJ N Z
INSTALL/WON ur STkLG( NHML SI(ifY HIS TEA.2..J17DI, with
ON CENTER. USE STEPS WHICH COMPLY WITH 8T0. DRAWING 810.66. >4 }
F- SIDEWALK la'Si10.) 00IMMI
INTERSECTION with GURU and GUTTER Q A r
(NOT TO SCALE) OPTIONAL CONSTRVGTION - MONOLITHIC POUR, 2" NEYNAY, OR R4 BAR DOWELS AT Q Q?� 1'� '� 3"qI-
W SIDEWALK. CURB, and GUTTERell 12'CENTERS AS DIRECTED BY TXE ENGINEER. Z¢S O �OpO`fl'�0't,.$.rY-\ 'QS 0" UTILItY aTRIP B Q F.Q�i W
aE WRB ANDTHE BOTTOM BLAB. I-1 O V' c G°' 9 e .,a, VIP LOPS p oETFCADLc .Dz WIN. z 0 J
- BTANQIRD FOR REINFORCED
IN HEIGHT OR LEES USE 9 U.
J d z ('l\`' - -i.<xoSxo sio x'-6^cua0 tWPoulxe nJYes Hi wx.l 0.06 (NDRy.) g' 1-I p H III VI 3: LLJ
• (�
,� 5• USE F01R18 FOR THE CONSTRUCTION OF
_' STREET MARKER I. IF S ON S CONCRETE PIPE IS SET SN BOTTOY SLAB OF BOX. q00 TO SLAB 00 y 2 j WiREP SH]wl O.0! INDNY.I LL J d_Z
�D`\\ L RAIN AS SHOWNB' ON STD. NO. 840.W. KZ ., I I 0LE 0 V, -
RAW "WALLS AND BOTTOM SLAB. OVER F V Q O Z W Q Z LL
`. W�� 12MTIER � •-D" G�LIA G11nER B'-0" TO 18'-0° SN HEIGHT USE a"WALLS AND BOTTOM SLAB. ADJUST Q ¢ 0' 1-•0 Q O a
' X )( QUANTITIES ACCORDINGLY. I-ZF-Z W 12:1 MAX. gpMP Q Q U'
C * &DI CONSTRUCT WITH Pip[CROWNS MATCHING. 0 Q LL 0 J YIN. W
111 RM � � INSTALL 2" WEEPHOLE9 AS DIRECTED BY THE ENGINEER. ❑O"1 /A LL J LL
z ,-I [� / SECTION 8-B o�inQ I O WXAY``� VA5LIEY OTIIIER J �\ ///���,,, INSTALL STONE DRAINS, OF A MINIIAW OF 1 CUBIC FOOT OF NO. TEM STONE IN A - N.,> / // ?�`Ff'p' _ Z ,FX¢ Q W
MNOR �� POROUS FABRIC BM OR WOW, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. d F"1 // I2'Tb i�p�p F..-!_ 1, , I
Lv`I CHAMFER ALL EXPOSED CORNERS ,". W // ELEVATION/ I ,w$ MIB NI,IyIP �I-P L �1 VALLEY �O / `.9//A ` atDFwnLK AJI IIi6" . 541.
MIN \ - CI
STOP Gum `a, MNOfl "I
DRAWING NOT TO SCALE. /I / TPANaIiSON DROP TRANSITION r ❑
!i °n
_ P I /
I
"e•••• aE �MAMORT '- `IHLflEA3F THE SIZE. DF THE 8" OPENING i0 0' MAX., AS DIRECTED BY THE L
ENGINEER BY ROPING 2" TO THE WALL NIEGM ABOVE THE TOP ELEVATION. ADJUST //// / GRITTED 03 el z Z
RAW-�I TF 2" WEEP HOLES QUANTITIES ACCONOINGLV. Z nlgBtE GnP[s xpT
_ , SWN PLAN MD OPENING M T�ExcEEO,6:1 w
$$$ '-B' IF REDO. Na SECTION A-A \
Mj RIW F - TOP SLAB 6. -p I w o O
3 Mq �fl 2 m ISOMETRIC VIEW
r Le
TOP SLAB ¢ rE
STREEF LINKER T,p yLA; TOP ELEVATION TOP ELEVATIOY I ( GUTTER LINE _ moiPAY LIMITS FOR WPB RAW DIVISION JO.0- 1" WFF srD. 046.on___ NIA OAR2 6r -- ZF♦ NOTE: A PORTION ME ONE OR SOU Rues W
_ {y W NOTES: MAV EXTEND(OUTSIDE THE RETURN. ,= I-
Tr 1 nil
��� _ I-I CS D- DETECTABLE WARNING CORMS WILL COVER 2'.0" LENGTH AND FULL WIDTH OF THE Z F CC qy Cr
INTERSECTION With irelliWilif
m 7 TOP ELEVATION3P'1RAMP FLOOR A9 SHORN ON TrE DETAILS. Li.,_ Q2. DETECTABLE WRNING COMES WILL CONTRAST YSIIEILIN WITH ADJOINING 911RFACE, TITHED L10NT CN CARK, �+ 0�'Jq _ hICKNESS VARIES IOY2, ❑ O t9 \ -xPns ,x 0 T q�
/ / DITCHES, and NO CURB and GUI HEN IL
OR OAPK�ON�LTGNT SEOVENCE COVERING THE ENTIRE RAMP. ¢ ❑ LLJ LL 0
• \ \ \ 1` \` \` \` 0" _ 1T'2° CLR. • ~ _ SEE NOTE I {S F - D. B4B.011 d
/ 1 J // N//// ---.n.1 W0 ,-
� I`//` t.W II;r \/I`/I\�`/I I IIIIIII,I .• M{.M) Q 'f. 0 . \.. E%PPN SON JOIN ¢CI Q'' tl1
//\ //\//\ A' `//\//`//\// I -"i PIPE WALL ❑ RAMP WIDTH AREA IS VARIABLE 1 Q = Z O
fi \ . \ \ NOTE ANY VNBANCE FROM THIS STANDARD MUST BE (MIN.) ❑ E- ¢ w A WaA'•B" x s ,;:I ISE' STD. Me.o11
/ / e` / / J
APPROVED BY THE APPROPRIATE REPRESENTATWE OF - Wa BAR 2 Q o 0 0 0 0 o s' a.D s.e' s.e' s.D'• SIDEWALK Uglia
LLJ Q
"3 f.:. : . RAN RAW F E B q DI 4 P
A ., \ \ \ TIRE TOWN OF INDIAN TRAIL OR MOOT.
F = F N' S' 6.0' S.D'•• Q
• + / / ' I CO N TOP DIAMETER OF NO IEBb T 0.0 i.e' T,3' 6.5'•• I- ❑/��•_aL. `.�'�////' _ SEE NOTE W - © © O © O _"0.B'P io t.40 p Q
IraC
‘/ _ _ s^ \/ SECTION Y-Y • 6 „ OO OO OO OO OD `o"THAN 6,OF THE INANE a.9' ].a' 6.6`•• Sr FALL cn
0 O
SECTION 7K-X SEE NOTE PART SECTION Y-Y Q O 11841 5% MOST FALL LIMITS. 4/'
Q 0 z
THIN SOX TO N)MORE 5' 2.0 T.B' l.8' S.0' x 4'CLEAR 9'AGE
K
.3 5 E5 63' 0 4B' 0
I • / MNBR
{•^q BEREFT MINOR BY ALTERNATE OWGE FOR 'NiO- MAY BE F TIE
SHOWING DETAILS AT MERINO O im
r O 0
O O O O (SEE NOTE 101 ❑ ¢
BY NE APPROPRIATE REPRESENTRNE OF T)E D.6' r Mtu. cope VW Q a
REVISIONS TOWN OF INDAN TRAIL MEN. DIMENSIONS AND WANTIT[ES FOR CONCRETE CATCH BASIN (BASED IM MEN, HEIGHT, H) ¢ W 5 4 5 ID 3' 8. 3.4' BETWEEN REAPS
ND' DIRE pE9CRIP110N I
RAW�4 * RAW PENS OF lOX SPIRE REINFORCING TOP 6 POT SLAB W, VOS CONC. VITAL W.WRTIE6 DEDONE pI CA D.EO b.'E 5' S 0 10 8' 0.B 3 t' jCC
\{I POPE SPAN WIDTH HEIGHT qp8 • % EMS - Y SARI • I EEEWNSSUNI W BO% BD%6 91A06 ONE PIPE fi 1Xp0Ai Nmom
OPENIM NOTE
0 A B N N .LENGTH NO LENGTH NO LENGTH F G OP SLAB ALL vue WLIFI p IN.RDF,Ye SIR Al 0.5. R.C. TO' Z i�� � % Iq.e t O
T 0.181 0.2a1 0.250 2P 1.046 O.015 P.032 O.Ot6 0 OO a1-"�T IN 2.4
TO B SEE NTE6'. II
•
�' Imo^" 1 J B DISTANCE FROM UPFRONTAS EDGE OF SIDEWALK
E, 2-A b., A I-
13 3 6 2'-9 Q., 3-0 6 4 3` 2 9 9 4''O" 8 3' Od81 0.2Tt 0 250 2T 1.279 D 023 0.086 0.048 V Ij'... Y Y I TO BACK POINT OF 12:, 19.33bI SLOPE.
APPROVED DATE 18 G-p 2-8 2 q' 3 6 T 6 9" T q 9 5'0 1 0 0 226 O 3dO O 26q 35 1.3➢9 0 033 O.Og9 p.053 : q t FI c p'.x +NAOIC OF SIDEWALK DROP REWIRED FOR ALL
• 29 4 0 E'-B 2 10" 3 5 T 4 9" 2 49 5'-0 8'B Q 228 0.340 0.281 85 1.521 0.059 0.065 0.063 SIDEWALK SLOPES. PLAN VIEW
Tv BACK OF SIDEWALK DROP REWIRED FOR
TOWN OF INDIAN TRAIL 3D 4 0 3'-0 3-9' 9 d 9" 2 4 9 6'0 q 6 0 2]8 O.417 0.315 93 t.016 0.082 0.1?T 0.053 DWL RPAIPS
STREET NAME SIGN INSTALLATION 6 4'-D 9 IO' B ID 6 3 2 5 S-6 5.D' OL D D.510 Q.36Y a, 2.390 D.,32 D.D58 „EFT , OF 2 DETECTABLE WARNING [TOMES SEOEWALK ELOPES 0.04.
H RADII SHEET , OF 3
LAND DEVELOPMENT LOCATIONS R a D q'-6 q-4•• 6'3 ,2 a•D' 2 5.9 6`-D 5-6` 0.407 Q.B„ D.309 8 2.9,4 B.,6D 0.23 0.088
STANDARDS T510..NO. REV.
q8 5 0" 5'-0 5 P t3 6-S" 2 6 B" 6-0" 0.444 0.666 O.407 08 3.290 O.E3s 0.3R 0,068 84Q.04 MIN. FLOOR WIDTH) 848.05 3.06
Atuu 11I HIES
..
AAA .
\\No -sN C.RO< �''
.THE JOHN R '
0j McADAMS : Z
= A ;COMPANY, INC.
•
�m NOTES: z T' C 0293 w
> 2rn / ' r'�\:
QQ 1. CONSTRUCT THE RAMP SURIFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING It' •' ••
Q °y;F oF.AUS�O •
Z M0 PLANS OR AS DIRECTED LAY THE ENGINEER. WA/EnLu WTAA
Mz=0U LLJdHHZ 2. LOCATE CURB RAMPS AND: PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LLJ H4 oo„,= MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. 000r
cc z N
:1) IOU-000H 3. COORDINATE THE CURB RIMMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL W<cU'Z 11,111111II„z
I I II II I I-=H-z WITHIN THE PEDESTRIAN CROSSWALK LINES. ¢0i.¢OCD AgKt CA ]4/x
c II:it �I I� I ZO�¢ 4. SET BACK DISTANCE FROM: INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. • ¢O�yQ �O.;eFESS/O'.,9/S
Eel > Z Q
w R9p♦ n 5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT OD I"',>, SEAL v�
W ,, ; • ❑W❑ PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. r' w❑ - -
SIDE'EALK Y- ❑ � '.C- 6���ppp pp �-
III II I I , I�4 SIDEWALK 6. TERMINATE PARKING A MI'.N IMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. .,yLy I`
m G _= ,W+' SEE NOTE 12 /I ♦.�/
II I SEE NOTE 4 SELL NOTE 10 y I 4'.O" (TYP)Ln
7. CONSTRUCT CURB RAMPS r+. MINIMUM OF 4' WIDE. .---;;PA
/NCI N� C'•�t,`
'O %� (� .......
o Ifl
IS. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.338 MAXIMUM. • o -11`211LB
oo ,SIDEWALKSIDEWALK -- 6O -.-=_= si. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL 8E 2% MAXIMUM.
_ _ IDEWLKi, 'SIDEWALK ¢--- LL ¢ 10. CONSTRUCT THE SIDE RESIDE SLOPE A MAXIMUM OF 10`k MEASURED ALONG 'THE CURB LINE. OREVISIONS
LLY ILI
E.7 I-$TOP LINESEE NOTE 10 SEE NOTE 4 ,\ , �W Z F11. (:ONSTRUCT THE COUNTED SLOPE qF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 6b ANO MAINTAIN A (D_--_ r \\\�\ _I� SMOOTH TRANSITION. xt6 � 1 IQ d 12. CONSTRUCT LANDINGS FOR: SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, CONSTRUCT LANDINGS FOR 2dN0. DATE
6 --- WALK \ �\ ` ¢ 0
0 \\ `\ \\\ ` p ¢ MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, ❑
ti \\ �\ P t ¢ OC m 13. TO USE A MEDIAN ISLANDs AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS ❑ LO
TO PROVIDE PASSAGE OVERT OR THROUGHT THE ISLAND. ¢ W
i DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS \\\`\x ❑ EC m ❑ ❑ m z
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS x A z 0 14. SMALL CHANNELIZATION 1L'6LANg5 THAT CAN NOT PROVIDE A 5'XS' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH m
HQ- O ❑ THE SURFACE STREET. N _
m DETAIL SHOVING TYPICAL ROGATION OF CURB W V UI V
BANDS. PEDESTRIAN CROSSWALKS AND STOP LINES T (0
0 15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER WON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. �'
c Q 0 3
vQO R 16. PLACE A Pr EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 4
m 0
¢ 17. PLACE ALL PEDESTRIAN MUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD. ¢ PLAN INFORMATION
m 18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
PLAN SYMBOL THE CONTRACT S'TANOARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN. PROJECT NO. KLP-19000
0 CR PROPOSED CURB RAMP" W/ LANDING ALLOWABLE LOCATIONS
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FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII ANY FILENAME KLP19000-D1
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BOCK OF CURD 1 FRA pGRA 1.40RTM JOINTS 1/2 t/- 1/8'THIGt DIMENSIONS MID OUARTU1E5 FOR BRIM CATCH BLSW yyy ' n
)( T a• 2.Au.CONCRETE TO BE Jfi00 P.SJ COYPRE49NES112W.IM. DRYEN90N6 OF BOX AND PIPE CpyEp REINFORCING CUBIC YARDS OF BRICK MASONRY n • ]/4'
2• ,.•� 3.PRECAST STRUCTURES WY BE SUBSTITUTED AFTER APPROVAL BY TOWN ENGINEER. PIPE SPAM WIDTH MINH SPAN HEIGHT HEIGHT DIMENSION BARS-U EMITS-1/ BARS-W TOTAL CONCRETE IN BOX H, 41-3/e• • . 1{--
4.ALL CATCH BASIN OVER S-B• IN DEPTH SHALL BE PROVIDED WITH STEPS P ` II P
y Y 1'-2'ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH SW. 2.09 O A ° C G moon NZ E F NO LENGTH NO LENGTH Np LENGTH 185E TtWSLAR FLOOR roTAE Cu. Y05. PER FT. M.
'� '�. 1 r I I 8' S.CONCRETE BRIO( MAY BE USED IN LIED OF HARD COMMON CLAY BRICK. +5' 3 0 - 2-4' - - 2'-8' - _ _ - _ _ - - - - 0.294 0.294 0.923 0.329 B�1 SECTION P-P -' �-� �-� The John R. McAdams Company, Inc.
-•1 , I 6.JUMBO BRICK WRL BE PEiMDiE°. 18• .3.-Er, 2 a' Y-10' 0.294 0.294 0.933 ABOVE '(�
' , HI 7.FOR B'-0'IN HEIGHT OR LESS USE 8•WALL OVER 8'-0"W HEIGHT USE 12' WALL TO
_ I i 3430 Toringdon Way
1�., E'-0• FROM TOP OF WAU..AND E"WAIL FOR THE'REMAINING O-D•. 24' 3 0 2 t' !•-P 0.294 0.294 1.09E Mitt HI - ,r�,
B.FOR FRAME AND GRATE DETAIL SEE STARBARO 2.02 30' 3-0 : 2-4• W-4' 3•-0- S-Y V 1'-10• C-4. 4 1 9F 3 4'-1 3 4'-1•'' 45 0.147 0374 0.522 1.306 _ :. ■1 N N
IA-I-ILLh1__ A �' `► ,_' ■� I Suite 110
--W-- I' BALL PRE IN STONY DRAW SOUClURES SHALL BE STRUCK EVEN WITH THE 36" J CE W-4• Y-10- 3•-O' T-5- R 2'-4• 4'-4' 4 Y-0" 4 4•-1 3 4'-1' 49 0.187 0.415 0.502 1.870 0�_ ^���_IDDI �2-1/B-
Y. 0329 m Itiort F.-2-1/8'
INSIDE WALL. GROUTED AND BRUSHED SMOOTH. 42" 3-E "i 2-4' - e-5' W-4• A 2•-1" W-6" 4 1'-r 3 W-] 3 Y-3• 38 0335 0.39D 0.525 1.9n I _ SECTION N-N Charlotte, NC 28277
- - x •: 10.WEEP HOLE(S) SHALL BE PLACED W BACK WALL. A STONE DRAW COSISTIHG OF 1 (ONE) CURK: 40' J 0 2-4" - S'-0" 4'-10' 8 2•- • N2 A _, _ _ A SECTION M-M
FOOT OF NUMBER 7B4 STONE COMNNED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT B T-8' 4 2'-6• 4 3'-]' 3 3•-]' M 0.173 0.430 0.803 2.185 SECTION L-L s•� L SECTION R-R
PI AN SECTION X-X BRICK NE' 54" .3.-0- 2'-4' - 5'-0' S'-4' E]'-J• !'-6' 4 3'-0' 8 ]'-!' 3 ]'-]' 45 0.211 0.N0 0.660 Z.55] �0� 0��� ������ _i phone 704E 527E 0800
11. SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. J
12.SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN. r--s I--m D"--1-1 o r--10 D--I fax 91 2269
♦- a I misisaim E n• . . I I; e I ; Ilcense number C-0293, C-187
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WHERE �•.,ro 38"PIPE IS USED F. E. -y r CURIES:MANE . 701 SOUTH OLIVE AVENUE,SUITE 111
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.` WHERE {z`ro s4'PIPE IS USED L��' J J No SUBSTITUTIONS WILL BE ALLOWED SECTION K-K
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T. " SEE SHEET 20.01:.. ��'A STANDARD OiB4'U1 ELEVATIONR ON STEEP GRACES
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PI AN' , APPROVED DATE!'^��/�fY APPROVED DATE��i91�FY' HOOD ELEVATION APPROVED DATE eq/1O//f%
TOWN OF INDIAN TRAIL BRICK CATCH BASIN TOWN OF: INDIAN TRAIL BRICK CATCH BASIN TOWN OF INDIAN TRAIL
LAND DEVELOPMENT LAND DEVELOPMENT FRAME, GRATE AND HOOD
" �° 0 REM 15" THRU 54" PIPE STD NM LAND DEVELOPMENT FOR USE ON STANDARD CATCH BASIN " W' RFr
STANDARDS 15 THRU 54 PIPE STANDARDS
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AR 1/18• I ^I_1/2• I ARNIW 1/1B• I 1-1/2•. • -..1. 1:R�� - f 1x" F I.
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4 / / B' - :• t TWO 45t C4 3/8•ANGLE AiONs AKE BE SUBSTITUTED FOR THE W10O9 BEAM.. i 1 C�, W Cr
•\ ��\\ I �� / I - - 2: ALL CONCRETE TO BE ]60o P.SJ COMPR65NE STRENGTH. - r•18 O
♦ •• ]. MORTAR JONTS SHOULD BE BEMEEN ] TO 5/e' THICK. •1-1n+ `\ \ ^ / / A• 4. ALL CATCH BASINS OVER 3.28E TN DEP/DAB TO BE PROVIDED WITH METAL:STEPS ' GFNFRN NOiic
\\ ` j� �1-1/2" •• I�� ON 1'-2'CENTERS. STEPS SHILL W ACCORDANCE WITH Sro..2.09. • ° = °• I. TWO] 11W ANGLE IRONS MAY BE SUBSTITUTED FOR' THE W10439 BEAM. Q Q Z
\ _ / /� - 5. CONCRETE BRICK MAY BE USED W LIEU OF HARD COMMON CLAY BRICK. - �M- 2. ALL TO BE 3000 PS.I COMPRESSIVE STREWGIH.
/ JUMBO BRICK WILL BE PERMITTED. ria-n�l 3. MORTAR JOINTS SHOULD BE BETWEEN 3/8"AND 5/Ir THICK.
V• 4A \ V'' \ L % / /y/ m B. FOR 5'd IN Kart OR LESS USE B'WALL OVER °'-o• IN HEIGHT USE 12" •: 4. AU_CATCH BASINS OVER W-8' IN DEPTH To BE PRO IDEO I•
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'9 SFC.TION Y-Y WALL to 8'-0"FROM TOP OF WALL, AND E•WALL FOR THE REMAINING G.-0'. . WITH METAL STEPS ON 1'-2' 4/- CENTERS. STEPS '.SMALL BE Z
I -1/2•R l �- 7. FOR PFRAME AND GATE DETAIL SEE STANDARD 2.02. ///////��--�•••�����`` IN ACCORDANCE WITH S10. 2A9. Q
1-1/2" �I..-I-3/4" 1_1/2•J /4• B. AU.PIPE R STORM DAWN STRIXT1IRE SHALL BE STRUCK EVEN WITH THE 8- ��� S. CONCRETE BRICK MAY BE USED IN LIEU OF HMO CO8M-ON CLAY BRICK Li...
Or R 1-1 2' R INSIDE WALL,GROUTED AND BRUSHED SMOOTH. JUMBO BRIER
USE WILL BE PERMITTED.
T 3/16' DIMENSIONS OF BOX AND PIPE 9. WEEP RCLE(5)SHAD.BE.PLACED IN.BACK WALL A STONE DRAIN CONSISTING �Aii Ce
E. FORMID B'-0'W HEIGHT OR LESS USE 0' WALL, OVER W'-0' Cl
3/RIB'• I/8' R 'OF POROUS FABRIC CUBIC FOOT OF PLACED AT STONE CONTAINED IN A BAG OF --►\ Ir- IN HEIGHT i2•.USE tz" WALL TO 6'-0• FROM TOP OF WNA,
2 1T-3/,' • .,1/B- Y 11-3 4• PIPE SPAN WIDTH HEIGHT W ID SXN,I. EACH WEEP HOLE. • AND■"WALL FOR THE MANNING 8'-0'.
/ 7/8• 10. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN. 7. FOR FRAME AND GRATE GERM. SEE STANDARD 2.02. W O 2
+11.-1 1/Y I-1-3/1 2/8. �I 1n• -1-3/4 D A 0 TIRO. HI LENGTH B. ALL PIPE O STORM MAIN STRUCTURE SHALL BE SIROOI EVEN WITH THE
II 1
-�+{j 1/B' IS' ] D 2 4' 2'-8 2'-10' INSIDE WALL,GROUTED AND BRUSHED SMOOTH.
I I 1-1/2'+II- Ir. I .. I •' -"� -1/2- +B' 3-0 2 4' W-10.21210E 9. WEEP XOE(s) SHALL BE PLACED W BACK WAIL A STONE ORNN CONSISTING
REVISIONS
�annor/�++aJ 24• ]-O z-4- W-t 21-10• SECTION X-X OF iR1 (ONE) CUBIC FOOT
OF NUMBER
ED AT EACH TONEWEEP CONTEMNED IN A BAG OFI
N0. DATE DESCRIPTION SECTION A-A REVISIONS REVISIONS 10. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PUCEWENT OF CATCH BASIN. O
SECTION A-A NO. DATE DESCRIPTION I--
TYPE F TYPE - G No. SAE DESCRIPTION
APPROVED DATE ,G,Y '.ert pp
APPROVED DATE Wte.V4V1 APPROVED DATE CV/0//0"
TOWN OF INDIAN TRAIL FRAME, GRATE AND' HOOD TOWN OF INDIAN TRIAL TOWN OF INDIAN TRAIL
LAND DEVELOPMENT 5T0 No RV. LAND DEVELOPMENT BRICK DOUBLE CATCH' BASiN BRICK DOUBLE CATCH BASIN
FOR USE ON STANDARD CATCH " BASIN STD NO. REV
LAND DEVELOPMENT I X Sro
STANDARDS 2.02a STANDARDS 15 THRU 24 PIPE 2.03 STANDARDS 30 THRU 36 PIPE ND. REV
40°"'"-F,,,AA
A..`N CARD AA-iA i
▪ i THE JOHN R. °.
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_ NBWs a- COVER & FRAME STD. 2.DB L.L11nu1IT
J' 3' I. ALL EXPOSED CONCRETE TO BE CHAMFERED 1' FINISHED GRADE ELEVATION ..1 7Y/
s 'BOW z+• PIPE ]r BIRO ]9 PIPE Y A I SPACED a O. It- 2. ALL CONCRETE TO BE SR o P.SJ (N CAROB ' %
I -i__222E 13. AIL EXPOSED JOINTS B1ALL BE CONCAVE TOOLED. F � r `� ' ,''
DIMENSIONS OF BOX MID PIPE DIMENSIONS O BOX MO PPE COVER TOP SLAB REINFORCHAENT O s. 4.. MORTAR JOINTS SHOULD BE EEPA:FN 3/6'ANDJ •- /J O�='ESS{••
''��-•� I .. 5/E•THUG(. 2 Q'•;.-Q PIPE SPIN WIDTH WIDTH HEIGHT HEMET W 1D PIP .SPAN WIDTH WIDTH HEIGHT HEIGHT W 10 DIMENSION BARS - U BARS V BARS - 'M TOT. e' ■
y1• - _ 5. CMRCRETE BRICK Y JUMBO
USED IN UDLL HARD - , . - `` ' O A� •,9
0 A B C MIN. NI X2 tENG1N 0 A ° C LOUR. HI Hit LENGTH E F N0. LENCiN N0. LENGTH NO. LENGTH LBS X X 1COMMON CLAY •1 -6 _ :1(1.it
VE IS' ]'-0'2'-4' - 2'-6' - 21210E 30•' 3•-0' 2•-4' Y-4' W-2" MLR. a'-0'I'-ID`4'-4" 4 1•-6• 3 4'-i' 3 4'-I" 45 MI! I'sY$ 1/2• BE PERWTTEN • ` /4 �. iiaEi _ rw IS !-D 1-t - 2-tp' - •2'-10'' ]fi" ]'-0' 2'-,' 8' 2'-P 4'-4' 4 2'-0' 4 4' ! 4'-1' 49 1 •' FOR E'-0`W HEICMR 17 LE58 USE e" WALL M TO _ _ n ��■. 3_0 SEAL =
O, - ,S'-10"]'-8' VAR. P- i • c.; I I B'-O'IN HUGH. USE 12 WAIL TO 6'-0" FROM TOP -+ 3tE• -2 7 -
24 3 0' 2'-4' - 3'-4' - Y-IO ' 1 I I L ALL JUNCTION °ORES OVER Y-6' IN DEPTH SHAU. - LINE 12�- 12' A< Li CA WAIL ARD B' WNl FOR THE flEWNWNG 6.201E __ `_ SPRING . STEP ` 1'-Y 467a.
Oo `�I i' IgIIBE PRONGEDWITH STEPS 1•-z• oN cENTERs STEPS _ .rM : ' /` • I NI •• O Y
` `F.ii"s e] SHW.L EE W ACCOROMCS MM Slb 2.09E ARMHOLE - ._ DFNF0.0 NOTP9: i G '••••...!•••4 Q, O
OPERNG 10 NIGH WITH S1EP5.
eiii __ Y T1/2'OF E•-I B. DETAIL OF PIPE IN CONCRETE SHALL BE IN
B-_-mow -- a I I \A CORDANCE WITH 5T0. 2.03. - -��Jf X - - X L ALL MORTAR JOINTS; TO BE 1/2' N/-) 1/8" ''�i i, ODO.��`
et O . 9. FOR RUNE MID COVER DETAIL SEE STD. NO. 2.08 ,IJ11 G \ /, A. W L.. QE-17.207P
Y f L J 15 ALL PIPE IN STORY DRAIN STRUCTURE TO BE //`���`� 2. AU. EXPOSED mans WILL BE CONCAVE TOOLED.
IN ry PLAN u - - - BROKE EVEN WITH THE INSIDE WALL, GROUTED AND e %1
- O BRUSHED SMOOTH. . - `` . y 3. ALL SUBS SHALL ME FORMED.
n FRAME MO COVES 1I. WEEP HOLES SHALL BE PLACED IN BACK WM.L. - - IF.-4 4. ALL CONCRETE TO MBE 3600 P.S.I. COYPRESSNE REVISIONS
. #4 BARS : STD. 2.08 •n A STONE DAWN CONSSR C OF 1 (ONE) CUOC FOOT = I STRENGTH.
.PLAN OF COVER b t F x°YmR NeA STONE G 0L4ED R A BAG OF NgN0U5 I u�c la - vEi
3 E I EQUALLY SPACE . 1/2' OF E n F-�1 i FABRIC SHALL BE PLACED AT EACH WEEP HOLE.'. 4' , 5 STRUCK IN STORNI DRAIN EVEN WI1HI THE INSIDE WALL, SHALL BE
12. ALE SLABS SHALL BE FORMED. NO. DATE
v 94 BARS Y W I PART SECTION Y-Y 8• (,. 6. MAtPUiOI°LS wER AND Rl6E'D m DEPTH SHALL
O EIOIALI SPACED I8 BARS w F Y Imo}_ I' Y 12 1 I AA SFCTIQN D Q SECTION GROUTED
'C BE PROVIDED flW STEPS ,•-z• ON CENTERS.
,m I_ N BARS V' /l 3� I - • �-IE -.T- p N$AND PIPE BOXIONS OF RCS Y 7. STEFOR 10 BE IN ACC SEE DE LOTH SQL 2.09E
o
1 t -f,/j)} f I • - 1 I COVER 0ET PPE SPAN WIDTH RD°M SIZE 1 8. FOR RING AND COWER SEE DETAIL 2AB.
F• • ' , • ' • ! / f •• :! I I MANHOLE S °� •..5_in• AR 0 A B H E _ F NO LENGTH
F 4.. � , F_-�� ' I war
6' /-1/2' 1-1/2' fi• A ( 4B• 5'-0',6' O' S'-J' 6'-,' e'-4' 24 6'-1'
` • ,art--_ i's,R_ 54• a'-8"5•-6• 5•::: fi'-10.6'-10" 28 6'-7' pPPL
SECTION Y-Y SECTION X-X ` ! tom+• _ • s' • e•-3' r-,• r-t• 30 7•-r
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IN 1/2 OF CEMENT YOGAR
GROUT
N0. DATE DESCRIPTION flENSOMIS B
6 BEvsaxs : erosions
PROJECT NO. KLP-19000
C NO.,DATE DESCRIPTIONENI MO NO. DATE DESCRIPTION
i FILENAME KLP19000-D15._B.APPROVED DATE Wed& SECTION Y-Y } COVER OETA4 I 'u m APPROVED DATER tiler APPROVED DATEtWolr CHECKED BY SAW
TOWN OF INDIAN TRAIL BRICK DOUBLE CATCH BASIN TOWN OF INDIAN TRAIL DRAWN BY AJB
LAND DEVELOPMENT T » ND BRICK JUNCTION BOX TOWN OF INDIAN TRAIL
STANDARDS 30 THRU 36 PIPE °2.04EtRN LAND DEVELOPMENTS11S , LAND DEVELOPMENT BLOCK MANHOLE 15" THRU 36P' PIPE -A•(,1-sr1- v; SCALE N/A
sw W STANDARDS 42 THRU 66".E PIPE 2 06 STANDARDS 2 07
DATE 01. 17. 2020
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SHEET
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DETAILS
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L� ] IONS; f as NOTFQ .n I---1 1/2' -
1T I - �
1.STEPS DFFERNG N DI ENSIONS, DAM S
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t/2 n FROM THOSECO VISHOWN LNG Y ALSO Y 1. DROP INLETS OVER ]'-6'N DEPTH TO BE PROVIDED WITH STEPS 1'-Y -I 1 t 5/B . _i , 5/61-+I I H P
BE USED ••�`__ ON CENTERS. STEPS SOU N.ACWRDAICE sip STD. 2.08. 1 1/x' n I E E
HAS FURNISHED DETMLS 1 CONTRACTOR O - � 2- ALL CONCRflT TO 8E ]800 BETW EN 3/BSMao SwENCTH. c
o o PROPOSED STEPS AND HAS RECENED 1. ,. MORTAL AS NR 9IIOULo BE BEIWFEN 3/B'AND.5
/3
.
THICK: I 1 1 I The John R. McAdams Company, Inc.
1 1• WRITTEN APPROVAL FROM THE smaTwo MMM M� 4. BRICK MASONRY DROP INLET NOT TD RE.USED N LOCATIONS SUBJECT TO TRAFFIC. I I I , I .
TOWN ENGINEER. n ^ ••V USMS�.W. I 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLID CONCRETE BLOCKS. 1 I I I IG Li 3430 Toringdon Way
6. FOR B•-0' N HEIGHT OR.LESS USE 11 WALL OVER fl-0 IN HEIGHT USE 12'WALL TO 1 I I I 1 Suite 110
n X I I X MAY BE USED N UEU OF HV0 COMMON CLAY BRICK I I -fr
5 1/2 I I I I 1 Charlotte, NC 28277
n
®® '_ 6'-0'FROM TOP OF WALL mote WALL FOR THE REMAINING 6 0 COMMIES TO BE ^+
1/4 1 I 2.ALL STEPS SHALL PROTRUDE Y. ., 'I I ADJUSTED ACCORDINGLY.
"a5 4'FROM INSIDE FACE M STRUCTURE - ' j - l�__-®
P •. -,:e."^■ ' WALL ^ , I 7. FOR.CAME AM GRATE DETML SEE STD. NO 2.11, I I 1 I
12' I F.----1 (..l.J ■SI WWI 11 WWII 8..ALL PIPE IN STORM DRAM STRUCTURE TO BE STRUCK EVEN WITH THE -
s/a• - PLAN (--J U1 I I I phone [phone]
PLAN S/ - PIASIIO L. ma INSIDE WALI. U BED AND BRUSHED SMOOTH.
I -..:.- fax [phone]
-1�-9•-- SIOF VIEW POLYPROPYLENE 7 ' 2 3/4` Y 9. NL STABS STYLL.BE FORMED. II I II II
{1/{' `{._--T„ now r��"' SIDE VIEW'. PIAN \N) I I-1,-4 I/2�IIII�1•-4 1/2.JI H I F s-6. I license number C-0293, C-187
Ii 1 I3 DEFORMED L 3/I L CAST PION WITH COPING REMOVED I- -!I -71
F1 FVATION sTm.,RDO
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L - FI FVATION �_ _ ._� �• I,?'-b_I :PLAN OF GRATING, va... CAST IRON 11 B^ WWW.mCadamSCO.COm
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W in B. it 8- I T5/r 1 7 5/8' 3'-2'
I SECTION A-A , ' , _ _ OE a z 1'DEPRESS.- /B• MR. MIKE KISSEL
la �I ��� ® ` z J/♦ 3/4 KOLTER LAND PARTNERS LLC
/t"
1/C 10• ,• ae ..-
Al' - 6 BAR `// CM�K.I I CONC. PIPE ■■ ■R 1 -
s 3/4' '4°o4°e ,° \ I i'i i SF(CTION G-h z to 3' 6•. z 1/5.
•
14 i '.....
air • A �� re W E 701 SOUTH OLIVE AVENUE,SUITE 111
4 _ 12 SECTION E-E, sit 1. ligalina WEST PALM BEACH, FLORIDA 33401
1 I kier
%°.° w..n Doe _ ,���� C/j„.
rll� O"P.✓.P"OYFPC.wW..4,Pq.A0.6.4 SECTION X-X SECTION Y-Y. I--x J 1/4--� 1/B T/e
A--- I PLAN SIDE VIEW I" I/B. 2'-3 3/«" • ,'
1T PI AN 12' DIMENSIONS AND QUAKI ES 13/15' 2• 1/8 I 3/4• /4'/ 1/5'
SIDE VIEW REINFORCING STEEL NOT. I I I
COLIPOSRE - 1/2 I[ A:I SEWER E USED IN SANITARYMAANHOLLES. DIMENSIONS OF BOX h PIPE FANG, TOTAL BRICK MASONRY DEDUCTIONS -1 1- I-.
REVISIONS )/8" 1' 1 1/2 1�/{' �� � aM510NS _ -PIPE SPAN MATH HEIGHT N BASE PER FT. COPING MIN. FOR ONE PIPE SECTION H-H {is
LI'
E R
R.
NO. DATE DESCRIPTION
B A B N (MIN: C.U.1T75 HEIGHT COPING N C.M. RC. REVISIONS
ND. DATE DESCRIPTION I 1
12 J'-04 2' O 2 8' 0.287 0313. OAS] 0JI71 0.020 0.032 N0. DATE DESCRIPTION II
ELEVATION IS 3 0" a976 0.031 0.047 2 1/0' 1.---2-1 3/4^--I -z 1/B• -
/ �1,,,_1/4' IN SANRCNA STEEL NOT OL BE USED 24 / 2 J-S / / .0 1.,w 0.044 0.113 LAND PARTNERS
14' IN SANITARY SEWER MANHOLES. p� R ]'-0' r Q f-0• 0.267 031J 0.037 1.289 0.078 0.113
_El FVATION APPROVED DATE CS6��/ APPROVED DATE eV�re SECTION 2F e F
APPROVED DAT O l')r^
TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL
LAND DEVELOPMENT LAND DEVELOPMENT BRICK DROP INLET FRAME AND GRATE
DRAINAGE STRUCTURE STEPS SW. NO � STANDARDS STD' NO' "E' LAND DEVELOPMENT
STANDARDS 2.09 2.10 STANDARDS FOR DROP INLET SW NO REV
2.11
J
W
Z 1:1-
Q
O 2
V
- Q W
I J I - CA J
C M 0 e SLOPE ASMACATED ON PLANS CONCRETE DIMENSIONS - - N
I II_L1I -PIPE W
-III 11_' M WALL DOUTa I OWN. 01
ON. DK DUA X A 8, C E FCWK M
I"....-__--.4 I�� H 3 r 2 1/4'1B 1f2' 15' 271/2 20' 24' a- 7 1/2. 4' 4' 8' 1T 10• CC Us.
-
1 c.M. 3'/2• JO• ��• JtJ 20• 244 B' BJ {' 4` 6' 1T 12' , O .
I('/�-� ' STEKBE x S5• 38' 20' 30" a' I2" 4' 4• a' 21' 15• Q a. NI
I I , I I I J L I I I O. PP ' PIPE + °
]�2' 37' 30` 45' 20' 44 12' 15" 8" r r 31 IC LLJ N
Anti
PI Aft I I 1 _ L I11. I J W\ I. ALL CORNERS TO BE (DOWERED 1' 4 44• ,36' 52' 32' 44" 12' 18" 6' 8' r 31' 22' /1'1
I I I I DOWEL I I I e , 4 1/2 51' 42• 59• 32' b 12' 21• r B' 8" 3/' 26' I V
T 51 58' 48' 68' 3T 48- 12 24' 8' 8' 8' 34- 29P �f Z
I I Y 4 2. THE CONTRACTOR DILL BE REQUIRED TO PACE 2-/6 MRS Y IN THE TOP 5 1/2' 65" 54- 73• 32' 54T 12' 27" r 8' B• 38° 33" L
FOOTING I W 6' 72' 60" 80• 36' 88' 12' 30' 8" 1T 12' 4r 36' F I L IIIII,�T{•
‘CLIw _J
OPTIONAL CONSTRUCTION JOINT (F CONS.JOINT USED) OF ALL L'TOWALIS FOR PIPE CULVERTS 42"AND OVER WITH A MINIMUM 1" 6 1/2" 79 fib' 87 JD /( Id 33 8" 12' 14 St {O T I� J
El NATION N 7• 85' 72' 94" 36" 78' 12" 36' r 1Y 12' 56' 43' r ` > O
END ELEVATION /4 BAR w - COVER ANDLENGTH A LENGTH OF s• LESS.DWIENOwru. - W _x
DOWELS IN ENDWALL WI1hH REINFORCED CONCRETE PIPE FRONT VIEW f'✓ W Q
L PIPE SNORE PIPE DOUBLE PIPE 12. 3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM 51AB. CC
O OW 15"18" Se 30' 36- 4T 48' 15-18'24- 30-]r 42" 48' REINFORCING __ I UJ N • ■ J U
C. OTT. k'k' k' '%' k"k W k'Y k`k' k' k' k' Y Y Y 0 ••�
C Ott. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 4. WALL THICKNESS (I) SHOWN S NOT TO BE INTERPRETED TO N0 BAR NOstr BAR
M OTT. - - _ - - - 2_ x 1 1 2 2 2 2 2 3 2 DOWEL BAR X" OY' NO. LAN. NO LGT. T�
G Ott. 2 2 3 13 4 4 5 2 2 ] 3 4 5 YEAH THE THICKNESS ACCEPTABLE, BUT IS USED ONLY ° G rile\1/41
r
15" 4 2'-0' 4 1'-11- I I .N�
TOT. LBS 8 9 14 14 19 Mi 65 12 la 18 19 23 77 92 - w • 1.1.
GENERAL NOTS IN COMPUTING ROWML OWNTTES. Ir 4 r-3•' 4 2•-2" e r \ O
DOWELS IN ENDWALL'ATM CORRUGATED METAL PIPE L. SEE NOTES ON STA. NO 2.138 24` ♦ 2'-9' • 2'-8` � /
L PPE SINGLE PIPE DOUBLE PPE REGARDING T-BARS. .... .
Z
0 DM ,r 15'24' NV 38- 42' 48' tr,r 24-30' 32 42" 5. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, 3r 4 3'-9" 1 3'-8• I�
C. BARS k'k' k' k' `X X W 'Sr Y k'k' k' k• k' k•Y k Y ��IIIIII3CI
C Ott, 2 2 3 3 4 4 5 2 2 3 ] 4 4 5gII8 BM k' (DOWELS) SHALL BE PLACED N THE BASE AS SHOWN 011 PUV6. 42' 4 4'-3• 4 {'-2•
M QTY. 2 J 2 1 1 I 2 2 2 2 2 12
G OF. 2 2 3 3 4 4 8 2 2 , ] A a 5` SPACING OF BARS TO BE APPROXIMATELY IT.CENTERS MUSS ENGINEER 48' 4 4'-9- 4 4L8'
- Q Z
TOT, LBS B 'B 14 14 19 531 62 12 12, 16 18 23 73 OW 80' 4 5'-9" 4 2-r I '/\\F\ °
USING CONCRETE PIPE PENSIONS AN( QUANTITIES USING CORRUGATED META. PIPE72• 4 6'-9'. 4 6'8' I
I. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, \'/
COMMON DIMENSIONS SINGLE PPE DOUBLE PIPE COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE AND.POURS BASE SEPARATELY. THE TOP OF BASE SHALL BE LEFT ROUGH. I 11110,
0Lial
0 H B G T •L CU.Y0. M 1 CU.YD. H B G L CU.TO M L CU. VD - I c Z
15' 3'-4' V-8' 2-9-1 7 2--6* 0.734 3 2" Y-8• 0.970 J'-T V-e'2'-e- 2-0" 0,573 V-11•2-11' 0.780
REVISIONS -W'] 8. 0958 x T L•-11" 13T4 3'-er-8'S-it 3.::0' 0.767 2' 3°8'-/' 1.014 7. ALL CONCRETE TO BE 3600 P.SJ COMPRESSNE STRENGTH. �na■R
NO. PATE DESCRIPTION 2a 4•-2 2-1 l 0 1/T 0 25w s 5^ I'-5"�1.010 3'- '1•-11T-6 P-4 1.200 '3-0°10'-4 1.�7 REVISIONS TOP VIEW 0
30' 4'-9' 2'-5' 4 s 3' 9' 2 2.145 4'-3' IS-r 2.920 4'-T/Y 2" 4 5 8-40- 1.757 3•-9412'-7• 2.348 NO. DATE DESCRIPTION VI
38' 51-3' 2-2 5 8 3" 11' D 3.040 5•-10 It-0" 4.086 4'-9 2'-]' S x 10'-4• 2.456 4'-6'14'-104 3.285 . 'is
42' 51-10'2'-11'6-4' I/2'12• 8 4120 5•-1018'-8' 5.534. 9'-3'2•-8" 5 11"T1'-10 3.310 5-3417'-I• 4.434 REVISIONS
42 6'-5" 3'-3' 2-2 4- 14-4 5.535 8'-8 21'-0' 7.427 5'-9 2'-1146-r 15-4" 4.337 6. 0°19'-4'' 3.812 / ,�2! N0. DATE DESCRIPTION I4 BM 12' D&. T• BARS AT 12. ON CENTER
APPROVED DATE clif9/ re) - APPROVED DATE!-T/(^/�G'C' "C' BARS AT L2' DH cENIEN
CONCRETE ENDWALL FOR W SInF VIEW
TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL CONCRETE ENDWALL FOR FOR RP RAP SPLASH PAD
LAND DEVELOPMENT SINGLE AND DOUBLE PIPE CULVERTS sTo. NO REV LAND DEVELOPMENT SINGLE AND DOUBLE PIPE CULVERTS REFER TO SW. 2.20 APPROVED DATE Taffc//re
STANDARDS 15" THRU 48" PIPE 2.13A STANDARDS15" 48" STD ND. RFV
THRU PIPE 2.138 TOWN OF INDIAN TRAIL CONCRETE WINGWALL
AYpLL4uuuh4
LAND DEVELOPMENT ism. ND i 4,,%%,�N CARD, %%%%%
lll
STANDARDS WITH SPLASH PAD 2.14A) •.............
i THE JOHN R. i
• 0 : McADAMS 1s z
▪A ,COMPANY, INC.;
T C-0293 ' Q:
♦
I
GENERAL NOTES;
AU-CORNERS TO CHAMFERED
V E0.,,R4'RN NOm;. 2. THE CONTRACTOR MALL BE[TAMPERED
TO PLACE x-/ b BARS Y IN THE TOP OF ALL ENDWM15 2, THE CONTRACTOR BEWglREQUIRED IRED TO PLACE 2-I 6 BARS Y IN THE TOP OF AU], ODIOUS `Y` - ,A 11CA11�/ON 0)///'
-o ___ ,L _.___ FOR PIPE CULVERTS ♦2"AND OVER WIT A MIRIMUM OF 3"COVER AND A LENGTH OF 6' LESS THAN F AlI . - pi=
FOR PIPE CULVERTS 42'AND OVER WMN A MINIMUM OF 3'COVER AND A LENGTH'. OF 6' LESS THAN ENDWALLS. �` �`• ,.•.•.., �/ C'
C MN,rl -
'C 1. ALL CORNETS TOO BE CHAMFERED 1'F CONCRETE. 1P --- T 3, F CONTRACTOR ELECTS TO USE COSTRUCIMN JOINT AT BOTTOM OF PIPE, BAR k" (DOWELS) SHALL BE T 3. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, BAR NT' (DOWELS) SHALL BE �O FESS/O^;9
ti A „ PLACED IN THE BASE AS SHOWN OF PLANS, SPACING TO BE APPROXIMATELY 12' CENTERS UNLESS ENGINEER PLACED IN THE BASE AS SHOWN OF BANS. SPACING TO BE APPROXIMATELY 12' CENTERS UNLESS ENGINEER •'�0 1,{o- I DIRECTS OTHERMSE. I DIRECTS OTHERWISE. '
2. .THE-CONTRACf(0R DOLL BR REWIRED TO PUCE 2-Ia BARS Y N THE TOP I 1 4, WHEN CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE AND POURS SEPARATELY..THE - I 7 4. WHEN CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE ANS POURS SEPARATELY. THE ::::"
( � SEAL -
O �) TOP OF BASE Sall BE LEFT ROUG N. TOP OF BASE SHALL BE LEFT ROUGH. 675 • -
OF All FBOWYIL FOR PIPE CARVERS ♦2'AND OVER WRH A NWIWM 3' �I't"
a • PI AN 5. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM.STAB. plf�y 5. FORMS ME TO USED FOR THE DONSTRUCTIOx OF THE BOTTOM SLAB. ..
Y4 6. ALL CONCRETE TO.8E 3800.PS,I COMPRESSIVE STRENGTH. 8. ALL CONCRETE TO BE 3600 PSI, COMPRESSIVE SINLIw.IH, �(L 1
COVERLa AND A 1lFNGT1I OF B'LESS THAN ENDWALL. 1"1 ( s C V//_•:•G I ....' ,QQ��
C.
ry 3. FORMS ARE ro.':BE USED FOR TINE CONSTRUCTI N OF THE BOTTOM SLAB. „ '' /0 -1/Pj• •.. 00v,`•
v.;
(QUANIRMIES BRAS DC ON1O-0•) (W/J8Tm6 BBASE0�2 0') ' NH/IIIIIIAI 'Zb
A. W Lr`a-17-eo
4. MILT. THF]CNE54 (I) SHOWN S NOT ro INTERPREEO TO A' M--III D SLOPE AS INDICATED B4A5�`` M G ``\\ SLOPE AS INDICATED BAPS_\\
\ s 1+ B" 1 I 2,-� I e•l ON PUMAS 1 �.1�.• 9• 2'-0' I B'I ON NUNS ` ].! '
MEAN THE 718CMUNE55 ACCEPTABLE. BUr S t15E0 DIMLY ',I OJjy I MN. N I wAL 2 REVISIONS
y5 IN COMPUTING ENDWALL OMNTTIES. .P `
-ti 12
p 3. F CONTRACTOR'{LEGS TO USED CONSTRUCTION JOINT M BOTTOM OF PIPE N. . - 11111rcoNc_).iyi.:"Pet
.-I_, H ____ TT • ,�_-,' I _tisow. M ____ TT '- ND DATE
dN ll I I 1 . . DOWEL BAR X" \� _` _ I_' 1Ic.m. .DOWEL BAR "X"
o arR ')t' (OOWFIIS) SHALL PLACED IN THE BASE AS SNIOWN dJ PIAxS _ PIPE
-
44
O I - -LY_�_JI_ ICOH I - _L_-I_C4 .r• ]0 OPTIONAL CONSTRUCTION JO T k 1 1I T SIN BARS RCING Oa 11T01 - OPTIONAL UM 3eATI C _ � T , TT REMFTMCINc OIMNTITIES
x OIREC75 onERIMse. - 4« I I I �/ I I. ^ T
IA.
3 8. F CONTR CTOR'':ELECTS TO USED CONSIRINCTION JOINT AT BOTTOM W PIPE, B 8 IV BINS DIY. 112
sT _f FVATION 15' k' 5 12 1I I ,5- k' 5 12
p` RIND PIX1R5 BASE SEPRAIELY TIME TOP OF RISE SHUL BE LEFT ROUGH. ':.,' *` 18 k 5 12 18' k' 5 12
F END FI FVATION 30 k• 6 14
END ELEVATION 24' k" 6 14
30' %' 6 4
In DIIETISIONS AND OBNITES DIMENSIONS AND OUANTOIES /8
= 7. ALL CONCRETE TO BE 3600 P.SI COMPRESSIVE STENGM.
- COMMON DIMENSIONS USING WWNON DIMENSIONS USING 3a• k' 7 16 COMMON DIMENSIONS USING COMMON DIMENSIONS USING �• k• 7 ,6 PLAN INFORMATION
i Ir RC PIPE Ex PIPE 42'CM Y 2 47 0 H B G M T RIPE H 8 0 M DI PIPE 412'CAT "1" 7 Q
9V1C9 5 = 0 H B G Y T CU. YO. H 8 C Y CU. YD .X. ) CU. YD. CU. YD .X" )
'3 bt 15" S'-4" 1'-8' 2'-9 1'-r 1 7/B' OS80 3'-0'1'-6' 2'-8• 0'-11 0.770 42' RC Y 2 49 15' 3'-4" 1'-8' 2' 9• 1'-0' 1 7/8' 0.960 3'-0-I'-6' 2•-8` 0'-11 0770 442'RC Y 2 49
Q REVISIONS 18" 3'-Y 1'-10' 3'-z' I'-2" 2• 1.197 ]'-]•,'-8' x'-11° P-0• REVISIONS I8• 3'-Y 1'-10" 3•-2• 1'-21 2' 1.193' 3'-3°1'-8' 2•-11' I'-0' 0.96a PROJECT NO. KLP-19000
REVISIONS A.9R4 k' B k' 0
NO. DATE DESCRIPTION 24' 4'-2' S-1' 1•-0' V-5'2 1/2' 1.711 S-9'1'-1 f S-r /'-3" 1.385 48' CM 52 N0. DATE DESCRIPTION 24" 4' 2' S-1" 4'-0' 11-e 2 1/2' 1.711 S-9"1•-11'3•-8• V-3' 1,385 MB'CM 52
NO. DATE DESCRIPTION o Y 2 Y 2
ii ,V. ]0' 4-9• 2-5 ♦•-)• C-9 2 3/I 2394 4'-3'r-2' a'-S' f'-8' 1.9w k' 9 30' 4'-9' r-5• 4'-7• 1'-9` 2 3/4' 2.394 C-3'2•-2' 4'-5" t'-6' 1.90B •X• 8
4B" Y 2 36' s'-J' 2'-8' S'-s' 2'-r 3' 3.169 4'-9'°,2-9' S'-2' 1'-9' 2.544 48"RC ,,. 2 ss FILENAME KLP19000-D1
_ 42' S'-10' 2'-11' 6'-4' 2'-C 3 1/2• 4139 S'-3'S-0' S'-11' 2'-0' ].]Ot ,���/�^"� �/'� 42' S'-10" 2•-11' 6'-4• 2-4' 3 1/2' 4.139 5'-3 5-3° 5•-11. 1'-0" 3.30f
/1.y1�G 481 6'-5' Y-3' 7'-3' 2•-8' 4'' 5.422 5•-9'r-1118'-r 2'-]•. 4.193 APPROVED DATE.t,.( r 48" 8'-5' 31-3` 7'-3• 2'-8' 4•' 5.422 5'-9'r-11 6•-8• 2'-3" 4.193 AIPPROVED DATE site,/ CHECKED BY SAW
ao
APPROVED DATE ALL TOWN OF INDIAN TRAIL CONCRETE INLN1 ENDWALL DRAWN BY AJB
CONCRETE WINGWALL TOWN OF' INDIAN ENTIL 11 11 LAND DEVELOPMENT FOR SINGLE PIPE CULVERTSSW NO, Rw
TOWN OF INDIAN TRAIL LAND DEVELOPMENT FOR SINGLE PIPE CDU1LVERTS sro, NO, RE<
o LAND DEVELOPMENT WITH SPLASH PAD STD e0 RFV STANDARDS 15" THRU 48" PIPE 2,1g STANDARDS 15 THRU 48" PIPE 2.15 SCALE N/A
STANDARDS 2.14E
DATE 01. 17. 2020
D
D
SHEET
STORM DRAINAGE
CT
DETAILS
Y
CL
C8 . 03
s- PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

TIIIIMI
MCADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
-- — — — — — — — — - Suite 110
Brs Charlotte, NC 28277
Ba
1. CUSS OR MEDIAN seE OF RIPRAP AND LENGTH.WIDTH AND DEPTH OF APRON SNOW SEWER PIPE
I��j,:j,=•00� TO BE DESIGNED BY THE ENGINEER. ------- ------ —__—_„/ --------------- phone 7D4. 527. 0800
irl•I• 2. REFER TO THE TOWN OF MOWN TRAIL STORM WATER DESIGN MANUAL FOR
s* t��edi RIPRAP APRON DESIGN STANDARDS. _____,----SANITARY SETTER R/W fax [phone]
`_.---_-- 4143 o1�:1 ]. NIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON MID AROUND THE END —�--__ •- __---_— __—__---.. ' ----- --- license number: C-0293, C-187
j /' % �. OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
• /1 2:1 AND A HEIGHT NOT LESS THIN TWO TIROS THE.PIPE DIAMETER OR.
1 I ��+ pAVERT HEIGHT.
err•. --- --^ --__----- ---------------_---"----
at
1 tvitiY'NR)1 1. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON W THE ..J` ..ROM BPI. if ATP _ www.mcadamsco.com
L. '� 11r•♦i ll SURFACE OF THE RECEMNG CHANNEL. THE AREA TO BE PAVED OR RIPRAPPEO I. A MINIMS. OF 24•FROM OUTSIDE DIAMETER OF PPE TO.SUE yS/
�.. RR..♦I ,��r SHALL BE UNDERCUT LUSH 5 THAT THE AVERT OF THE APRON SHALL BE . THE OF TRENCH MOIST BE ALLOWED FOR COMPACTION OF OFILLMP _- __
_ 11•�♦� •. ., SAIL GRADE (FLUSH)WITH THE.SURFACE OF THE RECEIVING CHANNEL. THE CLIENT
Pf ')R1..„to ,►1 APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. MATERIAL. 6IVTER THE
OF TRENCHES SHALL BE RLOIPUSHEO
��M•1♦' • ♦ IMMEDIATELY AFTER THE PIPE IS tint THE FILL AROUND THE IL` -I
5. THE WBTH OF THE ENO OF THE APRON SHILL BE EQUAL TO TIC BOTTOM I-I U PERIMNENT STORY.OWN W/W
� NMI PIPE
1,714S .! •IIf;! WISH OF THE RECFAANG CHANNEL MAMMA TAPER TO.RECEIVING CHANNEL 5:1 PIPE SHALL BE PLACED IN RAVERS.NOT TO EXCEED. C. II�q
PI AN pi toil•U')t�I�- UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED =1 OUTSIDE.DIAMETER II= - - THE SANITARY SEWER AND STORM DRAINAGE RIGHTS OF WAY MAY OVERLAP; MR. MIKE KISSEL
G. ALL SUBGRDE FOR STRUCTURE TO BE COMPACTED TO 95%OR GREATER. TO RISE IN UNBA;KFRLED TRENCHES AFTER THE PIPE HAS SEEN it: =I HOWEVER THE PPE An ASSOCIATED STRUCTURES MUST NOT BE N THE OTHER
B T. THE PLACING OF FILL ETHER LOOSE OR COMPACTED N THE RECEMNG PLACED. COMPACTION BEWIRELENTS SHAH BE AITNNEO BY -I UTIUTYS RIGHT OF WAY. THE SANITARY SEWER RIGHT OF WAY MOTHS SHALL KOLTER LAND PARTNERS, LLC
IL' �I. BE AS MIMED. THIS DETAIL DOES NOT APPLY TO STORM DRAINAGE !SWING
` THE USE LL IMECHASHALL BE PLACED ONLY.AND
OR EVERT LAYER 1=I JI OPEN E'NNN°"RDA' 701 SOUTH OLIVE AVENUE,SUITE 111
F L SIMNEL SHALL NO BE M10WEO. OF BICNF LL SHALL BE PLACED LOOSE TI O THOROUGHLY COMPACTED
(tD' MID.)' B. NO BENDS OR CURVES w THE HORIZONTAL ALIGNMENT OF B APRON WILL
II° PLAN VIEW BE PERMITTED. INTO PUCE. -I WEST PALM BEACH, FLORIDA 33401
1 W (F' MIN.) I NATTUR 2. AL BACNEILL NATFjML SHALL HAVE AI IN PLACE COMPACTED DENSITY OF 95R OF I( A GRACE
uuu STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
H h-I RIP RAP I • ]. ALL'TRENLHINC OPERATIONS STALL MEET OSHA STANDARDS.
�•• •• II
' 1• •S 1�11411 ll#ll II .11=t1= '
��T•7�.�•1!���! •
1. BACKFOL MATERIAL BENEATH ROADWAY SHAM BE SELECT MOM MATERIAL. -
PIPE
KO LT E R
THE VERTICAL SEPARATION GUIDE NE
• 1_r� a�r. �./. WILL BE USED UP TO THE POINT WERE
I• /5 WASHED STONE: TIE RIGHTS OF WAY ADJGN EACH
NOTE: MINIMUM H�2/] LAYER OF FLYER FABRIC 11W.MUSTSANITARY
E NO CLOSER TTAN SEWER 44410 C EAR HORIZONTALLYNAGPIPES
PIPE DRAM T L OF THE VERTICAL pISWANCE BorWeW THE TOP
LAND PARTNERS
SECTION B-@ I OF THE HIGHER PIPE AND THE BOTTOM OF THE
LOWER PIPE. A MAINTENANCE CREW MUST BE ABLE
TO DIG DOWN TO THE ISOMER PIPE SLOPING THE
REVISIONSDITCH ON A 1:1 SLOPE'. MID NOT EXPOSE THE HIGHER
NO. DATE DESCRIPTOR NO. DATE DESCRIPTOR RENSWNS PIPE'
PIPE
NO. DATE DESCRIPTION
APPROVED DATE�iN`fk" PROFIT E VIEW
APPROVED DATE �¢'L' APPROVED DATE 0/4/4
TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL
RIPRAP APRON TRENCH DETAIL TOWN OF INDIAN TRAIL a
LAND DEVELOPMENT , LAND DEVELOPMENT 3 LAND DEVELOPMENT OVERLAPPING, STORM DRAINAGE/SANITARY Z Q
STANDARDS AT PIPE OUTLETS STANDARDS FOR STORM DRAIN PIPES STANDARDS STD. N0 B"
2.20 2.z� SEWER EASEMENTS 2.25 0 _
U
a Cr LLJ
1x al
U-
mm‘m el zgz
Easement Requirements Nor LULU > O
Open Storm Drainage Channels IWAERA NOBS. _x
MD in MOWNEaeam.at ReWNemenl 1,FOR STREAMS CARRYING 500 ACRES OR in W CC CC
V
MORE OF SURFACE RUNOFF. THE EASEMENT _v
0-15 at 20' REQUIREMENT IS To BE THE*1001 OF THE
W N C7
I5-120 oa ]D' STREAM FROM ON OF BAND TO TOPOF RANK. w I-
PLUS (IN 1U ON EACH SIDE OF STREAM. re
IN-
120-500«. W' ( 40' MINIMUM BOTH ) r AL 500 aa.+ ses nmle
2.FOR OPEN CHANNELS THE Muumuu
CASEMENT MIST CONTAIN THE WIDTH.OF THE
I
AR STREAM FROM TOP OF BANK TO TOP BANK. � a W Q
].FOR ALL CHANNELS WITH STREAM BUTTERS. Q Z
THE EASEMENT IS THE LINGER OF THE STREAM
Easement Requirements la Storm Oran PIN BUFFER OR THE DRAINAGE EASEMENT. —
LL
Pips Site Easement RequirementCCIS 15' W O Z
B' S' I O
24' 15'
30' 20'
]B' 20'
42' 25'
IB' 25'
51•+ 3INAIN (VANES)
REVISIONS
NO. DATE DEECRIWIN
SA'(N uCA RFOG♦�,,,
APPROVED DATE•tel aC• '$ 611.• ^• •• .,, C
TOWN OF INDIAN TRAIL MINIMUM DRAINAGE EASEMENT FTHE JOHN R
LAND DEVELOPMENT REQUIREMENTS FOR STORM DRAIN PIPES STD NO. RN. : a : MCADAMS 1 z c
STANDARDS AND OPEN CHANNELS 2.26 3A\COMPANY, INC.,•a
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PROJECT NO. KLP-19000
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FILENAME KLP19000-D1
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DATE 01. 17. 2020
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PRELIMINARY DRAWING- NOT RELEASED FOR CONSTRUCTION

NOTE gili
A 27"DIAMETER PRE-CAST
RING SHALL BE PLACED CONCRETE PAD CONCRETE RING
8 3/4" •- AROUND EACH VALVE BOX. 7 3/8" GROUND LEVEL C
71/2" 1/4' _ _ _ DAMS
1 1—III 1 1 1 •' LJ—III=1 I I=1 I I
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The John R. McAdams Company, Inc.
3/4' �,/
z" �- —4 3/4"—� t 1/2' 11/2" -) I�_I I I r., — 11 ,III I 1 1- ! Y; . a . . 3430 Toringdon Way
Nth I
12 1/2„ , 1/4"
1 5/16" , $ •
Suite 110
4" I —VALVE BOX Charlotte, NC 28277
4' + _ _ fl2J.• VALVE BOX TERMINATE 1' BELOW
3iB 61/4" 1I-4" lir
✓— phone [phone]+ 71 rr' GROUND LEVEL2" GALVANIZED fax [phone]
5"—•g1T5 t/2" —�I - 6"PVC PIPEI WIIIII \ PIPE 2' LONG license number: C-0293, C-187
3/8 6 3/4" - �T -VALVE BOX 2 COUPLING14 GAUGE STRANDED
www.mcadamsco.com
z Lues 3/e' x v4" 11/2„ BLUE COATED COPPED - _151/2" y t., aI
101/4" /� TRACER WIRE CLIENT
7/16" ..,I — —6" PVC PIPE RESTING ON BRICK /.
�/ .J-= ram_/n.a..
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,• ` MR. MIKE KISSEL
t4 GAUGE STRANDED BLUE COATED '' . ' KOLTER LAND PARTNERS, LLC
6 CT)
COPPER TRACER WIRE :: 701 SOUTH OLIVE AVENUE, SUITE 111
2' GALVANIZEDPIPE j 2" WATER MAIN 3' LONG 2" - 9�° BEND WEST PALM BEACH, FLORIDA 33401
!C7* 2 2" GATE VALVE -
R
-� 71/2" -� b 9 MECHANICAL JOINT
IO
E
FOP BOTTOM COVER a_. J a _�_J CONCRETE BLOCKING
(SCREW TYPE) LAND PARTNERS
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
_ \ _ I I SCALE: / SCALE:
UNION COUNTY PUBLIC WORKS DEPARTMENT VALVE
/ STANDARD\� DETAIL SCALE: / UNION COUPdTY,N.C. VA — V — B U X I \ S A L L A T O \ 1p kTj� A UNION COUNTY,N.C. 2 t I 3 L C W — 3 — F ,o N.T. 2
UNION COUNTY,N.C. V A L V E 3 0 X DAT1 : /
11-17-06
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PAINT COLORS r,FNFRAI NOTES; > Ol
11 METER BOX LID TO HAVE AMR LOCATOR(ALLIANCE 1200 OR el CC 0
BODY FIRE HYDRANT RED-RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED EQUAL FOR SOW ERT,STANDARD LID FOR 60W ERT) < 0 00
mI BONNET HIGH GLOSS WHITE -RUST-OLEUM ENAMEL #2766 ^
mom 21 BUILDER/PROPERTY OWNER TO INSTALL NIPPLE,VALVE AND el L.L W N
CAPS HIGH GLOSS WHITE-RUST-OLEUM ENAMEL#2766
COPPER VALVE BOX BEFORE METER WILL BE SET.
_ SERVICE TUBING CCI 5 Z
- HYDRANTS TO BE SET AT 14 GAUGE STRANDED BLUE 31 METER AND ERT BY UNION COUNTY(d PREVAILING RATE
OMMOOMMMIMIMM mccummommmumm EDGE OF R/W AT PROPERTY COATED COPPER TRACER WIRE ',� w J J
BURY LINE- CORNERS ,`e W oz
TO BE SET AT
EXIST.GRADE /�'�\. CONNECTOR ELECTRONIC RADIO W Q
TRANSMITTER BOIL ER PROPERTY OWNER 0 J U
� ,(III LEVEL A�"� a ip �—CORPORATION (IJ CC CC
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1 4
-- � APPROVED SERVICE HARDWARE J Ikonl a w
� � IAI 6'MECHANICAL JOINT r FORD 14 GAUGE STRANDEDal
6"DUCTILE IRON U41
2"PVC H130S70 ' Bo 10SADDLE UP TO 8" SEE NOTE FO. 101. TRACER WIRE ANGLVALVE i LEADER WITH - (WITH LOCK WINGS) u_MEGALUGS BALL CORPORATION6- 08 F600G_ - '. 14 6A.STRANDED BLUE COATED § YOKE 8-2020 Y 502 EXPANSION / O Z
/ COPPER TRACER WIRE CONNECTOR
�� ! ANGLE BALL VALVE D-24273 BA94-323WG \ /
_ SADDLE CHECK VALVE H-14247-A HHS81-323 11/2" AMR METER
ate.
I E I ICI � 0 CONNECTORS I COPPER STYLE 110 GRIP JOINT CLEARANCE �
N0.67 MECHANICAL JOINT EXPANSION CONNECTION EC 23
1111111111STOSNEEDE I , 111111100
OHYDRANT TEE l It � ii, �' ro I=1. __ x-IG1 Nt �'0
NOTE: ' iii 1CHECK VALVE , VALVE BY BUILDERIPROPERTY I F - l •F -112112101 ROMAC 101N SHALL REPLACE MUELLER FOR PIPE OWNER
A MINIMUM OF 6"OF CONCRETE DIAMETER UP TO 8" =
18"x 18" x 6" WILL BE PLACED UNDER THE BASE BRASS NIPPLE BY
SMITH BLAIR 317,FORD FC 202 OR ROMAC 202N SHALL TUBING CONNECTOR YOKE
REPLACE MUELLER FOR PIPE DIA. 12"AND UP BUILDER/PROPERTY OWNER o,°\,o"CAR x,,,,,,,
STANDARD DETAIL 1 STANDARD DETAIL - •I0R-�N.°--..O!/4;%..
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUB TY PUBLIC WORKS DEPARTMENT — — _ n SCALE: STANDARD DETAIL SCALE _. ▪9
FIRE H Y A \ T I \ S T A L L A T I O \ N.T S UNION COUie!TY,N.C. S _R V I C O \ \ _ C T \ N.T• UNION COUNTY PUBLIC WORKS DEPARTMENT METE INSTALLATION FOR AMR R METERS N T E C ; THE JOHN R.
UNION COUNTY,N.C. DATE; DATI' UNION COUNTY,N.C. DATE. U ?m ; McADAMS ; z�
1-2-14 10 4-11 1-2-14 . A COMPANY, INC.;
A •: C-0293 /�W CI
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REVISIONS
_ . 11 III III—III" �� .� NOTES: t
I I - (( 1 ' �/ �/.0b. *.. • . . • • • . t • .^ FOR PVC--USE SDR 35 FOR 10 FT.OR LESS. > !ABOVE TOP OF PIPE
m —1 ( I„1 _III-1 1 1 //• C 44:444 i•i i i i•Yi iy / N0. DATE
3 ��•�•�•�•�•�••"•-�'� �=��` USE SDR 26 FOR 10 FT.OR MORE �.
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VALVE BOX I �+a.. ele .'a�..:• N ::......�-...., .... . ..:..:
S •. • • . . « USE DUCTILE IRON-IF UNDER 3 FT.DEEP .•••.•.•.•.•.•. :4q•• 4•.•.
o „� .•.•.•, .•.•.•.��� . . • . .• . . . . . . . . #67 STONE
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; 5 ; N 1�"....:...:... .•-•...'....y`6• OR OVER 18 FT.DEEP. i�i�i�i�i�i�i���i�i�i�������i�i�i�i�����i
to — �/ ^ •C0: :40.0•0:4;:;;1* 4„ OE NO STONES LARGER THAN#67 STONE NIC•:$•:4444.44.1: 6:4404:
c 1 • •. " • 2:2.42d•44•d$:2:ilt` SHALL BE USED IN SELECT BACKFILL 444,
.m.% � � .:444.1.4.14��i�%i�i:
6"PVC PIPE 1/2 OF
o CONCRETE 4" STONE • • • • • • • • • • • •• • • • •• • •
\ I PIPE DIA. CLASS C
1 PLAN INFORMATION
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3 I I CLASS A CLASS B PROJECT NO. KLP-19000
TAMP IN
o I 1 8" 1' 8"-H 6'-:12"LIFTS FILENAME KLP19000-D1
PVC C900
*..CAREFULLY COMPACTED CHECKED BY SAW
14 GAUGE STRANDED BLUE NOTES: SDR 181200 PSI) (SELECT BACK FILL 1 FT,
COATED COPPER TRACER WIRE\ 2"CAST IRON MARCO ADAPTOR ALL CONCRETE=3000 PSI OR ABOVE TOP OF PIPE DRAWN BY AM
-. ALL STONE=N.C.D.O.T.NO.67 DUCTILE IRON CLASS 350
WITH PROTECTED 401 LINE I WAND TAMP SCALE N/A
¢ 1 all., EARTH
•awC p 1=1 1:—II=11'- = - - -1141ll51ft DATE 01. 17. 2020
. b d :.3 =.,_.. 11=11.=111�11 11:=:11. 11:�1=1
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0 8"OR 6" WATERMAIN -- 3 2 PVC STANDARD DETAIL R
(54 LF DIP RESTRAINT) UNION COUNTY PUBLIC WORKS DEPARTMENT PIPE 3 E D D I N G DATE: \.J FORCE MAIN UCPW
2'OF "' BRASS NIPPLE �2"THREADED VALVE rf�.$
6X2 MJ PLUG [ANION COUNTY,N.C.
aR STANDARD DETAIL n fl 06 STANDARD DETAIL DETAILS
ell COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. 8 " v t t X t t E J C - R DATE: UNION COUNTY,N.C. SEWER W E E D I \.G DATE: BA
10-4-11 12-16-13
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PRELIMINARY DRAWING -NOT RELEASED FOR CONSTRUCTION

.e 1 1/4' RAISED LETTERING il Ull
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r. 0 / W HOLES ON L CIRCLE. O .'Olt 4 ® 'PROTECTIVE MCA
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8r CAREFULLY COMPACTED $� SeWE� a • <7ssmm) BOLT cDtcEE. I �'"-WALL WITH 1111 x L/
SELECT BACK FILL 1 FT, g ws TIES ON STRAIGHT WALL OF HA
F ® '-'TD 9E LOCATED OVER
8" _ g" ABOVE TOP OF PIPE °soACE Po, DIP _ EVERYI2" J RESTSRIELF The John R. McAdams Company, Inc.
STP:MLE55 STEE45TRAP
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i12 0 BOTTOM VIEW SPACMG.
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374 <tsmm)LETTERS Pg':; Charlotte, NC 28277
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NOTES: ; gPB�qPoo°P.' � PPP
DIP BEND POP°PP*. ���gtqphone 704. 527. 0800
Y °P° O P PO OP
fax [phone]
2`= 11f4 °�°PLO PAP&PP license number: C-0293, C-187
MINIMUM COVER IS 36" 4.9,,°< =PP,�.gPi
2" PVC SDR 21 (200 PSI) 1' 13l4' °° ,P.p�P ° PP
6"PVC
PVC SDR 1B 1'- 11 1/2" 1 1l 2" e ' PPPP°�86°b°°n1° °':Py P°: ec PPPo
12' OR LARGER DR 1" - 5 1/4" °a�°�q °ga o�P�gop`p/q,W�.p_`o°P,
DIG OUT FOR BELL I+ I ����P PPP✓PP$� www.mcadamsco.com
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i"-1 -'GI 2 3/4" N OPTION 867 STONE CLIENT
X NO STONES LARGER THAN # 67 STONE NOTES: 2 1/8" ® 3 3/4"' + l 1/2°
�'1 49/4" OPTION 18'
SHALL BE USED tN SELECT BACKFILL 1. ALL CASTINGS TO BE FREE FROM SAND HOLES, NO PLUGGING ALLOWED. 3" 1`10 1/4 L MR. MIKE KISSEL
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. , '"` GENERAL NOTES: KOLTER LAND PARTNERS, LLC
2' -01/2" y
3. PROVIDE TWO VENT HOLES IN COVER,1"DIA.TAPERED TO 1-1/8" ON 4 3/8" I-- 1/2"�I (1) CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM ENTRANCE PIPES TO EXIT PIPE,AND IN CURVED 701 SOUTH OLIVE AVENUE, SUITE 111
REVERSE SIDE. 4 3/8"- - MANHOLES THE TROUGH.MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS, WEST PALM BEACH, FLORIDA 33401
(21 THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL-BE 1/4"PER FOOT.
4. MINIMUMLLMANHOLE
AWEIGHTS:LRIS COVER OF 120 ROD R. RING-WAY LBS. 2' 91/4'" (3)ALL PIPE OPENINGS TO BE NO GREATER THAN 3"LARGER THAN 0.0.0E PIPE AND ADDITIONALLY REINFORCED WITH A.MINIMUM OF 0.20 SQ.IN.
5. ALL M MANHOLE
LE RINGS OUT DI ROAD RIGHT OF SHALLDANCHOR BOLTED OF STEEL AT 90 DEGREES.PIPE TO BE CENTERED IN OPENINGS.ADDITIONAL REINPORCEING NOT REQUIRED FOR CORED OPENINGS.
INTO WITH 5/8" DIAMETER KWIK BOLT STUD SYSTEM. (U.S.FOUNDRY - 669,VULCAN- 1384 OR EQUAL)
IS1) MATCH E DROOPP
I SHALLLE NOT ENTE R MCROWN IN F SECTION. 1(0 E R
HILTI BRAND OR APPROVED EQUAL IS) MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE,
STANDARD DETAIL STANDARD DETAIL D PARTNERS
UNION COUNTY PUBLIC WORKS DEPARTMENT - SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT _ _ STANDARD DETAIL LAND f R T N
WATER T - \C AB (� SCALE: 9 UNION COUNTY PUBLIC WORKS DEPARTMENT
DATE: v I l] Sc v V DATE: UNION COUNTY, N.C. T V / N Se /
0 B
UNION COUNTY,N.C. N UNION 000NTY, N.C. R O . I S D - D R O /- \ O L _ PATE
1-14-10 _ 9-9-11
5-7-12
J
5"SCH 40 STEEL PIPE NOTES: al
2 WITH EPDXY COATING ESMT/R/W LINE, 4" CLEAN OUT EXTENSION p_
�' THREE ow RUST-OLEUM 9335 ABOVE GRADE 1. THE CLEAN-OUT SHALL BE ADJUSTED TO GRADE TO BE LOWERED AFTER STEEL ENCASEMENT PIPE Q
' /-GRADE RINGS COURSES CIE M 9578 BELOW GRADE -9373 PRIMER CONNECTION TO BUILDING PLUMBING O =
f-2t,' _, j AND THEE POST REMOVED BY THE PLUMBER UPON (,
ilibt CONNECTION TO THE TAP, i i 4"x4"x8' (MIN) POST TO BTE
\ 60° 2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE 1I
Q Le
� REMOVED AFTER CONNECTION J
PIECE 4"' SCH. 40 COMBINATION WYE TO MINIMIZE 2e' "' CI)/
I i /
.Ni1/4"MESH SCREEN CONCRETE TO BUILDING PLUMBING W
18" MAX. TRENCH! DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR I MIN
(SEE NOTE 1)
LATERAL FROM THE 4" STUB OUT. RING SPIDER SUPPORT AND STALER AVAILABLE
FINISHED GRADE
3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1
f FROM SPIDER MANUFACTURING,INC. INSTAL I del
OR OPTIION 2, SHALL BE INSPECTED AND APPROVED /\`y\Y/\ /\ PER UNION COUNTY INSPECTOR AND PER a I I'L' 0
BY UNION COUNTY PLUMBING INSPECTOR UNDER A 4Y). \\\� //�`./W�/"} MANUFACTURERS SPECIFICATIONS. Q
i/4"x 2"STAINLESS STEEL SIAPS VALID PLUMBING PERMIT.
STRAIGHT WALL OF M,H. CONTRACTOR RESPONSIBLE FOR C7
NI
�- 2'-0"O.0 FROM BASE 4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS CCIQ
TO BE LOCATED OVER INLET 4"PVC FEMALE INSPECTING MATERIALS AND WELDS Q
5' - 0" FOR PIPES 2-3/4"x 3"S.S.ANCHOR WITH PERSONNEL
IF ADEQUATE GRICE LATERAL ADE EXISTS,ELEVATION ADAPTOR W/SHC. MIN R TO INSURE ALL SPIDERS WILL J z
BOLTS PER STRAP _OVER 18" 5. LATERA L CONNECTIONS TO MANHOLES MUST BE40 PLUGFUNCTION PROPERLY. = N WQ
r4' - 0" FOR PIPES ~ CORED /AND BOOT INSTALLED. 4"SCH. 40 PVC ` N W cc
U
18" & SMALLER 2'x2'x2' ' ^ J
CONCRETE ANCHOR 4" SCH. 40 - 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION v W r / `J -
PRECAST INVERTS ONLY SOLVENT WELD CONNECTION (TYP) WYE TO BE INSTALLED � �� _�
- I I ' '" BY BUILDERS PLUMBER.'"I l TO BUILDING (09} L .• S 14" SCH. 40 PVC NIPPLE. IF ADEQUATE GRADE EXISTS 4 BY PLUMBER = LJ..I O
TO BUILDING
LENGTHI VARIES DEPENDING ON TO BUILDING'S FLOOR 7 OPTION 2
GENERAL NOTES: MINIMIRTH OF IZE ADDITION MAIN TO AL BENDS. ELEVATION(SEE NOTE 2) BY PLUMBER (SEE NOTE 31) CARRIER PIPE CASING BPIPE I.D. WALL OTHIIBKNESS p On > Q Z
(11 1 ROLL OF MASTIC AND A 6 EXTERNAL JOINT/SEAM WRAP INSTALLED ON EACH MANHOLE SECTION 4" SCH. 40 COMBINATION WYE OPTION 1 6" 12 0.188" Q Z
(2) MANHOLE VACUUM TESTING-AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED,BUT BEFORE BACKFILLING,THE MANHOLE SHALL BE VACUUM TESTED. ^I (SEE NOTE 3)
NOELS? 8" 16' 0.250
ALL PIPES ENTERING THE MANHOLE SHALL BE PLUGGED AND BRACED.THE CONTRACTOR SHALL FURNISH ALL MATERALS,LABOR AND EQUIPMENT NECESSARY TO PERFORM �-DISTANCE VARIES 10" 16" 0.250" te
J Ll
THE TESTING.A VACUUM OF 10 INCHES OF MERCURY SHALL BE(CREATED ON THE INSIDE OF THE MANHOLE.AT THE VACUUM OF 10 INCHES OF MERCURY,THE PUMP SHALL SDR 35 PVC 8x8x4 WYE 1 NO PIPE SHALL BE SUPPORTED BY BELL, 12" 20" 0.281"
BE STOPPED AND THE TIME SHALL BE MEASURED FOR THE VACIUUM TO DROP TO 9INCHES.FAILURE OR THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING. (INSTALL ROTATED 45° FROM / ] 2 END SECTIONS LESS THAN 4'MAY BE UNSUPPORTED. 16" 24" 0.344" L1.1
O Z
4 FT.DIAMETER MANH('LE=60 SECONDS
5 FT.DIAMETER MANHCLE=75 SECONDS THE SPRING LINE 1% MIN. SLOPE I I 3 WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN ON PLAN. 74° 30" 0.406"
6 FT.DIAMETER MANHCC LE=90 SECONDS 12"
7 FT.DIAMETER MANHOLE=105 SECONDS SPRING LINE 4, MASONRY SEAL AT ENDS--2"x 4"WEEP HOLE AT LOW END 30" 42: 0.500" I
8 FT.DIAMETER MANHOLE=120 SECONDS 45° 4" SCH 40 5 ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASING BORES. 36" 48 0.500" Q
10 FT.DIAMETER MANHOLE=150 SECONDS PVC CAP ON I--
UPON TEST FAILURE,THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED. GRAVITY SEWER MAIN
(SEE SPECIFICATIONS) 4" STUB OUT
STANDARD DETAIL
STANDARD DETAIL .;NION COUNTY PUBLIC'WORKS DEPARTMENT SALE
UNION COUNTY PUBLIC WORKS DEPARTMENT V SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL / / UNION COUNTY.N.C. D f D _ \ CAS _ v - \ T DATE: /
UNION COUNTY,N.C.
A \ HALE DATE, SEWER LATERAL SCALE:
LATS 11-17-06
7-31-14 UNION COUNTY, N.C. DATE:
2/19-14 J+,,��N E�CARO�,,,,,,i
2�"•• y%9
r THE JOHN R. I.
0 a McADAMS : Z c
•,COMPANY, INC.?�S
C-0293 " `z'
UNDISTURBED EARTH _ DITCH L -,,,,,�st................
4- OF AO\.... ,+++
ip,a.u n P..
12" L BANKS
�C �iC.. i.v ci. ANCHORAGE SCHEDULE }}}Luuuuliii
MAX 45°� CONCRETE ,.N`.\N CAROB '''',
CONCRETE• sem..
11 1/42 BEND 22 1/22 BEND 452 BEND 902 BEND TEE TEST PRESSURE ••'••' • 'N $ �1 : o .•FEES/p••;'L C.
P Hurt. I PIPE SIZE L H L H L H L H L H (P.S.L) �';c� ti9 9
o FOR CONLRL fE PAVEMENT SUBSTITUTE 3500 PSI 1'3" 1'0" 2'3" 1'0" 2'6" 1'6" 2'9" 1'6" 0" 1'6" 200 _ E SEAL
° CONCRETE TO MATCH EXISTING THICKNESS FOR 1 6 1'6" 1'3" 2'3" 1'6" 3'0" 1'6" 4'0" 1"6"' ?0" 1'6" 300 = 678 -
3 1-2 ASPHALT 4"ABC STONE FOR H BASE. Irm .• ,� 4 �"NOV
'6" 1'6" 2'6" 1'9" 3'0" 2'0" 3'9" 2'0„ "6" 2'0" 200
a 4.fr 8" 2'0„ 1'6„ 3'0, 2'0„ 3'9„ 2'3„ 4'6„ 2'6„ 16„ 23" 300 U'T .:1'G I VV• Qom;`
DITCH BANKS UNDISTURBED 2'6" 1'9" 4'0" 2'3" 4'3" 3'0" 5'0" 3'3" 0" 3'0"' 200 (qQT A WC)D�P or.aZ-soae
R
EARTH 12" 3'6" 2'0" 5'3" 2'6" 6'0" 3'3" T0" 3'6" '0" 3'6" 300til
" 'IIIII\ }
3'0' 1'0" 4'0" 3'0" 4'6„ 3'9" 6'0" 3'9' 6" 3'6" 200
2",595E 3"I-19.DB PLAN 45° BENDS DITCH 14" REVISIONS
Q.
BANKS 4'0" 2 6" 5'3" 3'6" 6'0' 4'3" 6'6" S'0" 0' 5'0" 300
m -r../AP�.�SAVS,�`�//�A ALSO 90°, 22 1/2°. 111 1/2° 3'0" 2 9„ 4 6„ 3'6" 5 0„ 4 6„ 7 0„ 4'3" 0' 4'0' 200
. 16"
g 6 �fix.Ns 6. 4'0" 3'0" 6'3" 3'9" 6'5" 5'3" 8'0" 5.3" 6" 4'D" 300 NO. DATE
►-.-.a..••• .'••••�- PLAN TEE
°, "404,0000b0000p�400i
Y ip0o0.;�0oQOpp�o�Q��SO'�'� THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
►e�ee..•e�..AAt!!e.S�pJ 5"B2l5OC DITCH BANK CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
3 H CONCRETE SECURE VERTICAL BENDS BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
o �` '� COMPACTED FILL �`1 OF SOIL VARIES.
6„.Ec . . 6n I• �`
1 s : rt PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND PLAN INFORMATION
L IL._ _A WASHMED STONE/FLOWABLE FILL DITCH BOTTOM PORTION OF PIPE BEING ANCHORED.
tun
3an. PIPEO.D. , T�/ DITCH .. ..
o` BOTTOM : .I ,' ':c, ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE. PROJECT NO. KLP-19000
H/2 UNDISTURBED 1.:• FILENAME KLP19000-D1
EARTH 4.V ., MAXIMUM VERTICAL DEFLECTION SHALL BE 22 1/2°.
MIN. 11/2 CU.YD CHECKED BY SAW
UNDISTURBED EARTH OF CONCRETE JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR DRAWN BY AJB
v STANDARD DETAIL ELEVATION AT FITTING
REPLACEMENT OF JOINTS.
2 iulum(OM)Y PUBLIC WORKS DEPARTMENT VERTICAL BENDLE SCALE N/A
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UNION COUNTY,N.C. PAVEMENT EPLAC =MENT gj4 ' I
DATE 01. 17. 2020
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE: / IIUIUFI LuUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SHEET
o UNION COUNTY,N.C. THRUST BLOCK DATE: IINION COUNTY, N.C. SAE:
11-17-06 THRUST 3LOCK SPEC FICATIC \ S 11-17-06D UCP`A,
28
DETAILS
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El f WATER MAIN CROSSING
PRIVATE�I I I I RIVATE UNDER STORM DRAIN DETAIL WI
SERVICE SSERVICE ONLY APPLICABLE IF
LINE I I I I� LINE MAXIMUM DEPTH OF BURY
EXISTING EXISTING I I I I FOR WATER MAIN IS LESS E
THAN 6' AT CROSSING, MCADAMS
WATER MAIN WATER MAIN
THRUST B1:0 KING The John R. McAdams Company, Inc.
RESTRAINT JOINT
THRUST BLOCKING DIP PIPE FROM VALVE %' IRRIGATION 0 0 3/' DOMESTIC 3430 Toringdon Way
TO 54'PAST CASING METER METER 1 III-1 -III—III—III—III—III-1 -III—III—III III -1 Suite 110
® — ® +- SAPPING SLEEVE - -1 111 -' III _ 1 1-1 - --I I--
TAPPING SLEEVE ice'','•',' - — I!''I &VALVE / - I - Charlotte, NC 28277
J/ phone [phone]
54' ❑ FITTINGS3.O'COVER MINI
I.VALVE / PROPOSED 6.0' DEPTH (MAX.)
ENCASEMENT / GRADE STORM DRAIN license number: C-0293, C-187
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W ENCASEMENT NOTES 111�
1. METERS WILL NOT BE SET IF WATER METER �.
OPTION "A" OPTION"B'• ��• TEEC❑MPRESSI❑N ,
\ 45 DEGREE 45 DEGREE wwW.mcadamsco.com
BOXES, SEWER CLEAN-OUTS, VALVE BOXES / BENDS BENDS opirN , 1;
OR THEIR APPURTENANCES ARE DAMAGED OR
TIE IN - DUCTILE IRON DETAIL TIE IN- DI,RESTRAINT JOINT DETAIL IMPROPERLY POSITIONED. Ty' COPPER - I I 12' (MIN.) I. I CLIENT
SERVICE TO - 54' RESTRAINT JOINT DIIP % ?` 54' RESTRAINT J❑INT DIP MR. MIKE KISSEL
2, WATER METERS ARE TO BE INSTALLED IRRIGATION WATER MAIN
PERPENDICULAR TO THE ROAD AND WITHIN METER ERV SERVICE TO \ KOLTER LAND PARTNERS, LLC
NOTE THE ROAD RIGHT-OF-WAY OR WITHIN THE WATERMAIN \\\ RESTRAINT RESTRAINT
I
LIMI TS OF A PROPOSED UTILITY EASEMENT, JOINT DIP I JOINT DIP 701 SOUTH OLIVE AVENUE,SUITE 111
OPTION"A"OR"B"WILL BE REQUIRED,DEPENDING ON 20' RESTRAINT JOINT DIP WEST PALM BEACH, FLORIDA 33401
THE AMOUNT OF SPACE AVAILABLE.TO BE FIELD VERIFIED 3. IF THE IRRIGATION LINE IS TO BE UTILIZED
AND; A METER SET,THE APPROPRIATE
REDUCED PRESSURE ASSEMBLY SHALL BE
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL INSTALLED BY THE CONTRACTOR PER UCPW .
T� n D [� \ S�CALSE: � Q DETAIL 24A.
UNION COUNTY,N.C. I' A I I. I t G SLEEVE DATE. U
11-17-06 STANDARD DETAIL STANDARD DETAIL LAND PARTNERS
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE
UNION COUNTY,N.C. IRRIGATION AND DOMESTIC DUAL METER TAP N.T.S. 3 O UNION COUNTY,N.C.DATE. WATER UNDER STORM DRAIN CROSSING NT.S. ,
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PRELIMINARY DRAWING- NOT RELEASED FOR CONSTRUCTIONC8 . 07

1011.
GRACE POINTE DRIVE
STORMWATER CONTROL MEASURE °A' CONSTRUCTION SPECIFICATIONS w (50' PUBLIC R/W) ® ' '
GENERAL NOTES CONSTRUCTION SEQUENCE -i I
• ; •
U I I
1. PRIOR TO CONSTRUCTION,ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION 1. PRIOR TO CONSTRUCTION,THE OWNER SHALL OBTAIN A LAND DISTURBING(GRADING)PERMIT AND AN"APPROVAL TO CONSTRUCT" Z } - ,• II I" I`
IMMEDIATELY. FROM THE VILLAGE OF WESLEY CHAPEL AND TOWN OF INDIAN TRAIL AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES 606 / I ,'�� I .i I.
(E.G.404/401 PERMITS) O - - - - - - 1 _ II .: I
2. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON-SITE GEOTECHNICAL ENGINEER THAT THE / `\ 'ts06 / ",
PJECi WAS CONSTRUCTED PER THE APPROVED PLANS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE 2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN.THE J I W `LOT LINE STORMWATER -- I ( MC A�A M S
0 -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON-SITE GEOTECHNICAL ENGINEER CAN CERTIFY THE CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT,AS �1 3 CONTROL MEASURE / I (00 CONSTRUCTION. REQUIRED.THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR,AS REQUIRED BY GOVERNING < MAINTENANCE/ACCESS L..• �
AGENCIES,PRIOR TO ANY CLEARING. O - - EASEMENT (TYP.) / , - II I I The John R. McAdams Company, Inc.
3. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER THE DETAILS AND / 1 li I 3430 Toringdon Way
SPECIFICATIONS SHOWN IN THESE DRAWINGS.SOILS,COMPACTION,AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE 3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION.ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST / • I Suite 110
MODIFIED PER THE RECOMMENDATIONS OF THE ON-SITE GEOTECHNICAL ENGINEER.HOWEVER,PRIOR TO IMPLEMENTATION,THE DESIGN BE REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL MATERIAL.THE BACKFILLED AREAS SHALL BE Z W / '
ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS,INCLUDING SHOP DRAWINGS FOR ANY PROPOSED / " ' Charlotte, NC 28277
EMGINEMODIFIER ION. COMPACTED TO THE SAME STANDARDS AS THE DAM EMBANKMENT.THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO Q -- -- t -- - J_- - _
A SUITABLE DEPTH AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER.ANY RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL " --�- -' - a.cam` - -
J \\ - - -I phone [phone]
SCARIFIED TO PROMOTE BONDING OF THE NEW EMBANKMENT FILL.NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE DAM OR 0 / I
4. TEE{{E CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING PLAN/SCHEDULE.PLEASE NOTE THAT NO ' / /
ry KEY TRENCH UNTIL APPROVAL OF THE DAM3UBGRADE/TRENCH IS OBTAINED FROM THE ON-SITE GEOTECHNICAL ENGINEER. Z i \ f • I faX [phone]
TI?IEES/SHRUBS OF ANY TYPE MAY BE PLANTED ON THE PROPOSED DAM EMBANKMENT(FILL AREAS). - /�r / •'rs� \�� s;
II 4. EXCAVATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT.THE TRENCH SHALL EXTEND A •• / / \�i ` ' - - / I license number: C-0293, C-187
5. Dl,RING THE INITIAL STAGES OF CONSTRUCTION,THE STORMWATER MANAGEMENT FACILITY MAY BE USED AS A SEDIMENT BASIN FOR MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE CONCRETE CRADLE AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 5 / /V/ / \\ \�i tie: II•. /ER SION CONTROL PURPOSES.IF SO,THE CONTRACTOR SHALL FOLLOW THE GENERAL CONSTRUCTION SEQUENCE BELOW: FEET.THE KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1(H:V).THE KEY TRENCH SHALL BE COMPACTED TO THE SAME / / Il \ i I I '� I ® / j Www.mcadamsco.com
•
SPECIFICATION LISTED IN ITEM 4 OF THE SECTION TITLED"BERM AND SOIL COMPACTION SPECIFICATIONS."DEPENDING UPON ON-SITE / / / - \ / I /
54. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY(PERMANENT OUTLET STRUCTURE,DAM,ETC.)WITH THE EXCEPTION OF SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION,THE ON-SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS • / / S9s 1 \ / / /
THE INTERIOR FINE GRADING FOR THE FACILITY.THE INTERIOR FINE GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL OF THE KEY TRENCH AS DEEMED NECESSARY.THE ON-SITE GEOTECHNICAL ENGINEER SHALL RETAIN DOCUMENTATION OF ANY VARIATION `O I i s ✓ STORMWATER CONTROL CLIENT
PHASE IS COMPLETE. FOR FUTURE AS-BUILT SUBMITTALS TO THE VILLAGE OF WESLEY CHAPEL. / I , , \ 11 : ,C�,, / MEASURE
5.2. THE TEMPORARY DRAW DOWN RISER(OR SKIMMER)SHALL BE CONNECTED TO THE PERMANENT 8"0 DIP DRAIN PIPE. I \ i 1 /// /�/ / EASEMENT
MAINTENANCE/ACCESS
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THE 5. BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH.THE KEY TRENCH SHALL BE COMPACTED TO THE SPECIFICATIONS LISTED ITEM 4 / �/. �� / \ \ \ii, _ `sos �� I / EASEMENT (TYP.) M R. MIKE LANDP KISSEL
SEDIMENT BASIN,THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER(OR SKIMMER)AND CLEAN-OUT THE OF THE SECTION TITLED"BERM AND SOIL COMPACTION SPECIFICATIONS."THE KEY TRENCH SHALL BE TESTED PER THE SPECIFICATIONS / I / \ \ \ `- N 606 KOLTER PARTNERS, LLC
BASIN.ALL SEDIMENT,TRASH,ETC.SHALL BE DISPOSED OF PROPERLY(I.E.-PLACED IN A LANDFILL)AND NOT STOCKPILED IN AN LISTED IN THAT SECTION. / \ \ ` ''' 'I/// L -I- -- -�-- - - - - y 701 SOUTH OLIVE AVENUE, SUITE 111
AREA WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED. / / \ &0 e -•
- - / / - I
5.4. ONCE THE BASIN IS CLEANED OUT,AND ALL EROSION CONTROL DEVICES REMOVED,THE CONTRACTOR SHALL CONSTRUCT THE 6. PRIOR TO INSTALLATION,SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPES SHOULD BE EVALUATED BY THE ON-SITE GEOTECHNICAL I J \ - - 604�_ WEST PALM BEACH, FLORIDA 33401
INTERIOR GRADING SHOWN ON THIS SHEET. ENGINEER TO ASSESS WHETHER SUITABLE BEARING CONDITIONS EXIST AT THE SUBGRADE LEVEL.SHOULD SOFT OR OTHERWISE / �1 , e \ \ °°o f \ -604 / / ( / --�
5.5. ONCE THE GRADING IS COMPLETE,THE CONTRACTOR SHALL REQUEST AN ON-SITE INSPECTION AND AN AS-BUILT SURVEY PRIOR TO UNSUITABLE CONDITIONS BE ENCOUNTERED ALONG THE PIPE ALIGNMENTS,THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY ____ r/- / 3:1 I 3:1 \\ Se \ �t ` 603 /- // I ii ��600
INSTALLATION OF THE STORMWATER MANAGEMENT FACILITY PLANTS.IF THE CONTRACTOR PLANTS THE PROPOSED VEGETATION THE GEOTECHNICAL ENGINEER.THE UNDERCUT MATERIALS SHALL BE REPLACED WITH ADEQUATELY COMPACTED STRUCTURAL FILL,LEAN / / IhJ'' SLOPE I,- SLOPE i`Ki1'�:� \ \ ,' / �. / I \ / /
PRIOR TO AN AS-BUILT SURVEY(AND SUBSEQUENT APPROVAL),ANY CHANGES TO THE GRADING/RE-PLANTING OF PLANTS WILL BE CONCRETE OR PLOWABLE FILL AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. ___I_I_ __ r 1. • :Z s ` I i /
AT THE CONTRACTOR'S EXPENSE. .14
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I-600 / o /
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mi5. . ONCE THE ENGINEER HAS APPROVED THE AS-BUILT GRADING,THE CONTRACTOR SHALL PLANT THE PROPOSED STORMWATER7. IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION(DUE TO EXPOSURE,RAINFALL,SEEPAGE,AND RUNOFF)BEFORE - = ' �. `r9 �l.^-! ` - /2 i,?• \ r
MANAGEMENT FACILITY PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THE FACILITY.AFTER COMPLETION OF THE PLANTING,THETHE CRADLE CAN BE POURED,IT IS STRONGLY RECOMMENDED THAT A 3 TO 4 THICK CONCRETE MUD MAT BE POURED OVER THE �l. \ NW - i = 'LO
LANDSCAPE CONTRACTOR SHALL PROVIDE A LETTER TO THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PERSUBGRADE ONCE IT IS APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER.THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE _/__ I ;�'y.� ` / SE - 597.00i / /01-S✓� yJ�,, �^v� }� p 'T' `THE APPROVED STORMWATER MANAGEMENT FACILITY PLANTING PLAN. BLOCKS THAT TEMPORARILY SUPPORT THE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED.THE METHOD OF BLOCK SUPPORT FOR THE j ` \ / ,L I �\ / 6 / oo / L.!"'4 VP` li1 +PIPE PROPOSED BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN R.McADAMS COMPANY FOR REVIEW. REFER TO THE C3 SERIES / O I / .� 595 \\ \ c X / ° /
6. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES.IF THE EXISTING SOIL LAYER ALONG THE FOREBAY BERM IN THE PROPOSED o1 1p \ `�WET POND AFTER CONSTRUCTION/COMPACTION IS NOT DETERMINED SUITABLE BY A LANDSCAPE PROFESSIONAL FOR THE WETLAND 8. BEGIN CONSTRUCTION OF THE NEW EMBANKMENT.FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8"THICK LIFTS PRIOR TO FOR THE TORMDETA ED DESIGN OF / 271I / ii / Q-
THE STORM SEWER SYSTEM I//PLANTINGS,THEN THE CONTRACTOR SHALL AMEND THE PLANTING AREA OF THE WET POND AS DIRECTED BY A LANDSCAPE COMPACTION,UNLESS DIRECTED OTHERWISE BY THE ON-SITE GEOTECHNICAL ENGINEER.FILL LIFTS SHALL BE CONTINUOUS OVER THE SLOPE I i \ oPROFESSIONAL. ENTIRE LENGTH OF FILL.IF IT IS NECESSARY,THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK DRAINING TO THE SCM. IISEDIMENT n / 591_-� ` / ham; i
ITO FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION. /� rn m m m a �� / I /7. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING(SEEDING)ON THE DAM EMBANKMENT ONCE FINAL GRADES(AS FOREBAY "' "' n "I / / o^,SHOWN ON THE GRADING PLAN)HAVE BEEN ESTABLISHED WITH COMPACTED FILL.PRIOR TO TOPSOIL INSTALLATION,THE CONTRACTOR 9. AS CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD,IT WILL BE NECESSARY TO INSTALL THE CONCRETE CRADLE.THIS MAY BE \ BOTTOMAT 592.0' I I I / / / Ii / JSHALL SCARIFY THE THE TOP 2"-3"OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL.THE CONSTRUCTED USING ONE OF THE FOLLOWING METHODS:. (1' SEDIMENT STORAGE) / / / // / / / 6 '/ /
TOPSOIL DEPTH SHALL RANGE FROM 3"-4"ON THE DAM EMBANKMENT.PLEASE NOTE THE STOCKPILED TOPSOIL SHALL BE AMENDED,AS 1592 / IZ DIRECTED BY A LANDSCAPE PROFESSIONAL,PRIOR TO INSTALLATION ON THE EMBANKMENT. 9.1. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE,THEN THE STRUCTURAL 1 I // FOREBAY BERM. EL. = 597.00 / / Z _
FILL SHOULD BE INSTALLED AND COMPACTED UP TO THE TOP OF CONCRETE CRADLE ELEVATION.ONCE THE STRUCTURAL FILL III \ _ _ _597. // MINIMUM WIDTH = 5 FT I / a
REACHES THE NEXT DOWNSTREAM JUNCTION BOX OR HEADWALL AND IS COMPACTED TO THE ELEVATION OF THE TOP OF THE - -
8. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS(E.G.-EMBANKMENT SUB GRADE,INTERIOR6 0 C�
CONCRETE CRADLE,EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT THE CONCRETE I + 59 .00 / TO BE COMPACTED I --
PORTIONS OF THE STORMWATER FACILITY,KEY TRENCH,ETC.).THEREFORE,THE CONTRACTOR SHALL FURNISH,INSTALL,OPERATE,AND I _u) -597 / ;i j a
MAINTAIN ANY PUMPING EQUIPMENT,ETC..NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY CRADLE AS PER THE PROVIDED CONCRETE CRADLE DETAIL. I /j n)_sys tFF PER "BERM AND SOIL I o ® �-
SITE.DURING PLACEMENT OF FILL WITHIN THESE AREAS,THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE 9.2. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE,THEN PRIOR TO I I// ( "a I COMPACTION SPECIFICATIONS" d L'�" / w J
EXCAVATION/CONSTRUCTION AREAS.THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT,THE FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON I /�~m 591 I o I II I ( LL __ �1
AND SIDE SLOPES ARE STABLE,WITH NO SEDIMENT DISCHARGED FROM THE SITE(LE.PUMPED WATER MAY NEED TO BE DIRECTED TO AN EXISTING GROUND AND/OR THE MUD MAT.THE CONCRETE CRADLE SHALL BE CONSTRUCTED PER THE PROVIDED DETAILS. II `O ! rn g ami . n n CO 8 n , 6 I W
APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG(ACF ENVIRONMENTAL),OR ENGINEER APPROVED EQUIVALENT,PRIOR TO II \ I I o N01
DISCHARGE). 10. INSTALL RISER/BARREL ASSEMBLY,ALONG WITH THE EMERGENCY DRAIN SYSTEM.THE DRAIN VALVE LOCATED WITHIN THE RISER BOX I I I I I it ei CC
SHALL BE KEPT OPEN UNTIL AN AS-BUILT CERTIFICATION HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPOUND HAS I / I I - �� �-
9. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE RETAINING WALL AT THE BEEN ISSUED BY ALL APPLICABLE AGENCIES. ; II / I I I I 6 Q ® O�0
o �� W
BOTTOM. 11. INSTALL 36"RCP OUTLET BARREL SPILLWAY FILTER FROM THE DETAILS SHOWN ON SHEET SHEET C9.02. % II /
I I II II I N N
10. TH RETAINING WALL IS TO BE A DESIGN-BUILD PROJECT(S)BY THE CONTRACTOR.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO i 1 I I I o I I o z_ Z � Z Q Q
O AIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED PROFESSIONAL ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY 12. CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED"BERM AND SOIL COMPACTION SPECIFICATIONS"AND /` j 3:1 3:1 I ! I 3:1 I 3:1 I 3:1 ■
FO THE CONSTRUCTION OF THE RETAINING WALL. REQUIREMENTS OF THE ON-SITE GEOTECHNICAL ENGINEER.ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEET THE I I I IS J Z
STANDARDS SET FORTH IN"BERM AND SOIL COMPACTION SPECIFICATIONS",INCLUDING COMPACTION AND MOISTURE REQUIREMENTS.IF I SLOPE SLOPE I SLOPE �n I SLOPE II o SLOPE o ' f w w > o
11. TH RETAINING WALL SHALL BE ASSUMED TO BE BACKFILLED WITH OFF-SITE BORROW MATERIAL OR PROCESSED FILL UNLESS NECESSARY TO ACHIEVE PROPER COMPACTION,THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT i II ' I I III I¢ r J
BACK TO PROPER FINAL GRADE.ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN I MAIN POOL o I o ( A
CO RACTOR CAN PROVIDE OWNER WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER 1 w / J UJ cc czs cc
TH T READILY AVAILABLE ON-SITE SOILS CAN BE USED. 4-INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT.ALL ; I BOTTOM AT 591.0' I I I I 11'- I > Le
>- Q
COMPACTION AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER AND AS LISTED IN i 1 z o o / I'1 -J U
(1' SEDIMENT STORAGE) I \J THE SECTION TITLED"BERM AND SOIL COMPACTION SPECIFICATIONS". I I i I 10_ o ��
12. TH TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ELEVATIONS ONLY.THE EXTENT THAT I I / I I I I v N" _
THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION I I I i /
D WINGS. 13. UPON COMPLETION OF DAM EMBANKMENT,PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE. i / / •/ I 6 • J w
11
14. SCHEDULE A FINAL AS-BUILT INSPECTION AND AS-BUILT SURVEY WITH THE ENGINEER.AN AS-BUILT INSPECTION SHOULD BE SCHEDULED A 11 i, ; 1 / / o° I I ,/ IBER AND SOIL COMPACTION SPECIFICATIONS MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND IS REQUIRED.ANY COMMENTS OR DEFICIENCIES IN THE DAM CONSTRUCTION 10-FT AQUATIC SHELF I �� Q 0
MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED.UPON FINAL II II FROM EL. 596.50 TO 597.50 /. / I j I I,•I",I
% 49 LF 36"0 CLASS III
APPROVAL FROM THE VILLAGE OF WESLEY CHAPEL,CLOSE THE 8"OJ BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING I I 1 ® 10:1 SLOPE (TO BE INSTALLED / :I I 6 ��
1. PRIOR TO CONSTRUCTION,THE ON-SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW/FILL AREAS AND VERIFY THEIR SUITABILITY 1 i 1 i / I 0-RING RCP ® 1.029
WATER.NO WATER SHALL BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM THE VILLAGE OF WESLEY CHAPEL. 1 i 1 AROUND SCM PERIMETER) I z
FOR USE WITHIN THE DAM EMBANKMENT.ALSO,THE ON-SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE / / I W/ CONCRETE CRADLE ��
PROPOSED BORROW MATERIAL TO ENSURE THAT OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED/CONTROLLED OUTLET STRUCTURE MATERIAL SPECIFICATIONS 111 ,, II m m ,� I
ii: n a PRECAST RISER OUT(FT STRUCTURF� / / oo � I I I (JOINTS WRAPPED IN �� Li
DURING CONSTRUCTION. I I m SHAPE = SQUARE / / / 1 GEOTEXTILE FABRIC)
I i INTERNAL DIMENSIONS = 4 FT. x 4 FT. / ,I G 0LLJ z
2. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED BY THE ON-SITE 1. THE 36"0 RCP OUTLET BARREL SHALL BE CLASS III RCP,MODIFIED BELL AND SPIGOT,MEETING THE REQUIREMENTS OF ASTM C76-LATEST. I % I I ENDWALL PER NCDOT STD. 838.80
I k I TOP OF RISER = 601.20 / is, / 1
GEOTECHNICAL ENGINEER.THE FILL MATERIAL SHALL BE FREE FROM ROOTS,STUMPS,WOOD,STONES GREATER THAN 6",AND FROZEN THE PIPES SHALL HAVE CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST.THE PIPE JOINTS SHALL BE TYPE R-4. I '' I 0 (4) RECTANGULAR WEIRS (SW x 1'H) `/ INV. OUT (36"0 RCP) = 596.00
o = 600.20 ��
OR OTHER OBJECTIONABLE MATERIAL.THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND I ` (4) 3.00"0 ORIFICE = 598.00 / / �"��
KEY TRENCH:ML AND CL.ALL FILL MATERIALS SHALL BE APPROVED BY THE ONSITE GEOTECHNICAL ENGINEER FOR THE INTENDED USE. 2• THE STRUCTURAL DESIGN FOR THE 4'X 4'(INTERNAL DIMENSIONS)RISER BOX WITH EXTENDED BASE SHALL BE BY OTHERS.PRIOR TO i I ♦ ���� 7
ORDERING THE STRUCTURES,THE CONTRACTOR SHALL PROVIDE,TO THE DESIGN ENGINEER FOR REVIEW,SHOP DRAWINGS AND - I' ', I uO1j 4.5°0 ORIFICE (INVERTED SIPHON) = 597.00 / %' ��� �� � . VELOCITY DISSIPATOR o
3. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8"LIFT UNCOMPACTED.EACH LIFT SHALL BE CONTINUOUS SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E.REGISTERED IN NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL I .- / II - INVERT OUT (36"0 0-RING RCP) = 596.50 / / / / / , �',i•�,e�:404,/' ! NCDOT CLASS 'I' RIPRAP ~
( ) LOADS ARE SUPPORTED BY THE CONCRETE RISER STRUCTURE. (SEE DETAIL ON SHEET C9.01 / •/ // / �� 'f�::�yT'�' / ! 24'L X 9'W X 22" THICK
It
FOR THE ENTIRE LENGTH OF EMBANKMENT.BEFORE PLACEMENT OF FILL FOR THE BERM SECTION,ALL UNSUITABLE MATERIAL SHALL BE La ) / / s,I I l D50 = 13"
/
REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT.FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE 3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16"ON CENTER.STEPS SHALL BE PROVIDED ON THE INNER WALL OF '� / z // z s( ` // / // / `e'��,C / \ I (SEE DETAIL SHEET C9.02)
STRUCTURES SHALL BE PLACED IN 4-INCH(UNCOMPACTED)LIFTS AND HAND-COMPACTED TO THE SAME COMPACTION AND MOISTURE / O / , / / / / I �J \
REQUIREMENTS AS THE ENTIRE EMBANKMENT. STHE TEPS.
BOX.STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD.840.66.PLEASE REFER TO SHEET C9.01 FOR LOCATION OF THE RISER / i y� '�// // // / // /� / \
i /
ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95%OF THE STANDARD PROCTOR / /✓ / / / / i6 `
4. THE CONCRETE ANTI-FLOTATION BLOCKS SHALL BE PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING FABRICATION.THE / / < ---------------
4. R
MAXIMUM DRY DENSITY(ASTM D-698).THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN-1 TO+3 PERCENT OF ITS / / /
PRECAST BASE SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW(SEE ITEM 'r e / `�,,'CN CA 0( '���
OPTIMUM MOISTURE CONTENT.COMPACTION TESTS SHALL BE PERFORMED BY THE ON-SITE GEOTECHNICAL ENGINEER DURING s( // / : / '4
CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED.THE FILL SHOULD BE COMPACTED USING A 2 ABOVE).IN LIEU OF A PRE-CAST BASE,THE CONTRACTOR MAY OPT TO CAST-IN-PLACE THE ANTI-FLOTATION BLOCK IN THE FIELD. STORMWATER CONTROL / /,,,,
QF i 7 �OOOPLAI "' ?mod••••• 9 �':
HOWEVER,PRIOR TO CONSTRUCTING THE CAST-IN-PLACE BASE,THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER MEASURE \ N - 'THE JOHN R.
SHEEPSFOOT TYPE COMPACTOR.IN ORDER TO PREVENT DAMAGE TO THE PIPE,NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE / , I.
FOR REVIEW DENOTING THE FOLLOWING: MAINTENANCE/ACCESS / r.m : MCADAMS Z C
UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE. `( zic
EASEMENT �. �A ;COMPANY, INC.
A. STEEL REINFORCEMENT \ •)
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION,BY THE ON-SITE GEOTECHNICAL ENGINEER,THAT THE / °' "-- + .a ~
B. THE CONNECTION MECHANISM TO JOIN THE ANTI-FLOTATION BLOCK WITH THE RISER SECTION / / 5oi �. 0 !� C-0293 ti�C GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN.THIS CERTIFICATION MUST ADDRESS THE TESTING FOR N. ,\
MATERIALS AND COMPACTION OF THE DAM EMBANKMENT AND SPILLWAY.THESE REPORTS AND CERTIFICATION WILL BE NEEDED DURING to / \` \ \ ,',iz,-7i•..........•'�pe-,0�,
5. IF THE ANTI-FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION,THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE I
RE ONTHE AS-BUILT
IIILITI'TTIF O OTION NATEOTESTS FOR
G AND OBSORMWATER ERVATION WITHO THOELMEASURE.
ON-SITE GEOTECHNICALTHEREFORE,
ENGINEER.
EER.ALL E THE CONTRACTOR'S A SHIPPING WEIGHT OF 16,603 LBS.THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY I / ��0�.0� AV�oO��
SUBTRACTING THE WEIGHT OF THE FACTORY BLOCK OUTS FROM THE GROSS STRUCTURE WEIGHT.THIS INFORMATION SHALL BE SHOWN )
ON THE SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW.IF THE CONTRACTOR OPTS TO CAST-IN-PLACE THE ANTI-FLOTATION I �' / - '.'
6 DL TESTING
RING CONSTRUCTION.THEREFORE,ONE SHALL
DENSITY TEST SHALLO E VERIFY
PERFORM D FOR EVERY'2 500 SQUARE FEET OF AREA FOR EVERY LENDED LEVEL OF COMPACTION IS EFT D BLOCK,THE CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED ABOVE. \ \ s9) lI / II / �- \\ P��� •(N IICARO<�i` //
,� OF FILL OR AS RECOMMENDED BY THE ON-SITE GEOTECHNICAL ENGINEER. 6. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM-C990-LATEST.IF NECESSARY,THE - \ ` (1_
/ j / ,9 O� ESS/• �'Y
9 CONTRACTOR SHALL INCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION.THE \ \\ �•i
. ` �: � ��L••.9c7. TESTING WILL BE REQUIRED ALONG THE 36"0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT CONTRACTOR SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON-SHRINK GROUT. ! 1 i I / _ Q� �';oO FILL OR AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER. 1` 597- - - - - _ _ _ SEAL7. PRIOR TO ORDERING,THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR REVIEW.CONTRACTOR \� / "'597•+5=� - -- / / j - "� 046 88�• _
a SHALL ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK(SEE DETAIL FOR LOCATION)THAT WILL ALLOW FOR 595�= a ) / _ /c
d". FUTURE MAINTENANCE ACCESS.CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS HATCH.NOTE THE N O \ FOREBAY BERM EL. = 597.00 - - � C-.•�4
CAI ACCESS HATCH SHALL LINE UP WITH THE ACCESS STEPS AFTER INSTALLATION. 1 592 �' \ I l/I MINIMUM WIDTH = 5 FT '���,9R. ........000P\,o,e?�0l0'" \ _TO BE COMPACTED A. W
0 8. ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS OTHERWISE NOTED: \ \ \ SEDIMENT ii PER BERM AND SOIL90 '�11 111iry -MINIMUM 3000 PSI(28 DAY) I' \ \ \ sFOREBAY I / COMPACTION SPECIFICATIONS"
SLUMP=3"-5" i \ \ m", BOTTOM AT 592.0'N
I 1 / REVISIONS
3 -ENTRAINED AIR=S%-7% i\\ \ s`9s (1' SEDIMENT °' j 3PLEASE NOTE NO CONCRETE SHALL BE POURED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE ABOVE 85°F OR BELOWi\\ \s9� ����Q� STORAGE) �' / No. once
40°F.CAST-IN-PLACE CONCRETE SHALL BE"WET CURED"AFTER FINISHING FOR A MINIMUM OF 48 HOURS. ii\ ��� �at- ,J /°�' 9. GEOTEXTILE FABRIC FOR THE 36"0 RCP OUTLET BARREL JOINTS SHALL BE MIRAFI 180N OR ENGINEER APPROVED EQUAL(NON-WOVEN \ \\ so4i \\ \ "•-.44 / / / \ /
3 FABRIC) \��\ \ ti, N\\ \\ ��. /`// / /
Y
- - •
-a "r / ,
3 10. STORMWATER FACILITY EMERGENCY DRAW DOWN IS VIA AN 6"O PLUG VALVE.THE VALVE SHALL BE A M&H STYLE 1820 X-CENTRIC VALVE s'o \ 5� �� _ I /
OR APPROVED EQUAL.THIS VALVE IS IN ACCORDANCE WITH AWWA C-517,AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE �� \ '=' - - - / _
o VIA A HAND WHEEL(SEE DETAIL SHEET C9.02).THE CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE WRENCH WITH A HAND WHEEL J �. \ -� / "' _--
N
E9 ON TOP FOR OPERATION OF THE 6"0 PLUG VALVE.A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE o, 02 ~ \ \�N\ / ` /
's TRASH RACK. m > " ,� \ y,-^
PLAN INFORMATION
I.
a �,
\ \__ .�y4
- ,,'�
cZ l U `\ `\ PROJECT IVO. KLP-19000
} __ FILENAME: KLP19000-SWA
W
0 J REFER TO THE C3 SERIES •'
�' CHECKED BY SAW
02
(A-FOR THE DETAILED DESIGN OF 11 \ .
W THE STORM SEWER SYSTEM $9
5 DRAINING TO THE SCM. ®
to
�`, DRAWN BY AJB
v ° ; I I , .,. 10 SCALE 1"=30'
la • L-
Q I o/ DATE 01. 17. 2020
- �l 91 c --\__I-- _t_ ` , �`' �- / SHEET
g RAGING CREEK DRIVE
ci o g 0 1GRAPH SCALE 1 30. 60 STORMWATER CONTROL
g Z -_1 (50' PUBLIC R/W)
rim
STORMWATER CONTROL MEASURE °A' PLAN VIEW -30 MEASURE 'A' PLAN VIEW
„
a
x 1"=30'
tuu
a
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION (t 9 a 0 0

NOTES: al
TOP OF HANDWHEEL TO EXTEND 1.REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING(SEEDING)
1-FOOT ABOVE TRASHI RACK THE DAM EMBANKMENT ONCE FINAL GRADES(AS SHOWN ON THE GRADING
TRASH RACK 10 FT. WIDE MINIMUM PLAN)HAVE BEEN ESTABLISHED WITH COMPACTED FILL.PRIOR TO TOPSOIL
(SEE DETAIL) PROPOSED GRADE -"' .- COMPACTED BERM SECTION INSTALLATION,THE CONTRACTOR SHALL SCARIFY THE TOP 2-TO3-INCHES OF THE
TOP OF DAM EL. = 603.50 (SEE BERM AND SOIL COMPACTION BERMN SECTION TO)PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED
CONCRETE COLLAR ° I!i -
-i i i-i i i-1 t i-I I I-I i i-i!i-'-i i i-i i I- SPECIFICATIONS ON SHEET C9.00) FILL.THE TOPSOIL DEPTH SHALL RANGE FROM 3-TO 4-INCHES ON THE DAM
100-YEAR STORM EL. = 602.82 / (TO BE CONSTRUCTED IN 3 - I I-III=III-III-IIIIII-III-III-III-III-III== 3 EMBANKMENT.
50-YEAR STORM EL. = 602.29 a THE FIELD BY THE CONTRACTOR, 1 _- 1 I-III=I I I-I I I-I I-I I I-III-) I-III-) I I-I I I-I I I-III-III-_ _ 1 SPILLWAY FILTER
25-YEAR STORM EL. = 601.78 SEE DETAIL) -_= I I-III-III-III-III-III-III-III-III-III-IIIIII-III-III III-III-III-__ _ ((SEE DETAIL SHEET cs.o2) MCADAMS
10-YEAR STORM EL. = 60,.24 1I-III-III-III-III-III-I I-III-III III i I III III-III Ili=III-I I-IIIE-III-I =
TOP OF RISER EL. = 601,20 (4) RECTANGULAR WEIRS • •- -- --- _ 6" COVER _ I I-III-III=III=III=I LI=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= MIN COVER
2-YEAR STORM EL. = 600.31 (ON EACH SIDE OF RISER) (MIN.) - -I-III- I -III-III-III-III- -) I- -III- -I I-III-) I-III-III-III-III- -I I- -I I-III I I== I ENDWALL PER NCDOT STD. 838.80 The John R. McAdams Company, Inc.
-YEAR STORM EL. = 599.63 AT I 'W x 1.03t0 = I H-=I IE.I I I-I I I IIII III-III-I I EI I I-III III-III-III-III-III-III-III-III-III=III=III=( ( I=III=I I I=I I I-III=III= _ (SEE DETAIL ON SHEET C9.02) 34
I-III-III-III-III-- =I H=I I.1_I I -III-I II I-III-III-III-III-III-III-III-III-III III III III III III III III III III III I I 30 Toringdon Way
- -� ' "-' n III III III II III-I I I 171--ItH II-kcl I-hI I - ,III III,;III, III„III=111=111=IIIII I II hc` -=-`.
\ » �-� Suite NC 130
I-I I-I I I-I I I-III-III-III-III-I I I I-III 7= Ii-H-1I-II -III-III-III-III-III-III-III-III-III-III-III-III-III-III-I1_- _ APPROXIMATE LOCATION ,OF Charlotte, 1128277
(4) 3"0 ORIFICE ° hL ,u�� -I EXISTING GROUND
INV. = 598.010 FLOW 7D/ThC1-57
' ,� a`, phone [phone]
(2 PER SIDE) p _� 49 LF CLASS III 36"0 0-RING RCP -� � VELOCITY DISSIPATORfax 919. 361. 2269
WATER QUALITY VOLUME = 597.63 >U��(ASTIM C76-LATEST) 1.02% V�` <� (SEE DETAIL SHEET C9.012) license number C-0293, C-187
NORMAL WATER SURFACE EL. = 597,00 1 - ° ° o� o_n�
36"0 0-RING RCP INVERT EL. = 596.50 w q a . J 4 ° a / C\JO--) � \C l ---
.� a •
.zl- ' 4 ° / a 5.0' (MIN) .4 4 - ° .� ' a'a/1� )C_-: �" WWW.mCadamSCO.COm
4.5"0 INVERTED SIPHON -� J 4 4 °j • a : _ L ,� ��; ,i --. 0 s =rl �, ,. \ \C ; L 7 .. C %� -((' ) C C i _ CLIENT
d
IMPT
NV. = 597.00 • :1 . I I- - I - I = __ ' -- -_-C';:�� ,r- ,,r c: , 1 - -_.1 1- - ' - jI I ' 1 I MR. MIKE KISSEL
F ,- -- 1 1' 1 - KOLTER LAND PARTNERS, LLC
(SEE DETAIL ON SHEET C9.02) rt - _ = AI=I r 1 ` I20 MIN I -III- ' 1
.- -_ = - - I- ILL MA AL - _ .--- -,-, -- -. -_ -1 --- ..__: _ -_ _ ___INV 36"� D-RING RCP - 1 _ 701 SOUTH OLIVE AVENUE,SUITE 111
6"0 EMERGENCY DIP / -I-�- - - TICK T - - (SEC DETAIL ON SHEET C9.02)- I 5 FT. WIDE MINIMUM ' EL. = 596.00 - WEST PALM BEACH, FLORIDA 33401
-=I_I- I I - 1 I-11 -1 ' 1--III--I I ' I - I I- I I I 1 I - KEY TRENCH (SEE BERM AND SOIL I I I I I I 111=--I I =1 .. -- I- 1 j 1
DRAIN TRASH RACK = - ' =36" CLASS III 0-RING RCP -
(SEE DETAIL ON SHEET C9.02) - - = - I =_-- - -INVERT OUT = 596.50 _ SHEET C91ON 00)SKEY TRENCHSTO BE -' �A DOUBLE LAYER OF NON-WOVEN
GEOTEXT
E
RIC SHALL BE
CONTRACTOR SHALL FORM INVERT IN
CONCRETE -I -1- - - - - I _ 1�- ! - - 1 ---- ',_PROVIDED PER THE DIRECTION OF I _ 1 _AROUND ILEACH�JONT OF THE 36"0C0-RING RCP , i� -- I -
ANTI-FLOTATION BLOCK ' 11-�I I .I I= I -1 I- BOTTOM OF RISER STRUCTURE TO DRAIN 7-7-III I I I I I - III I I - THE SITE GEOTECHNICAL ENGINEER I BARREL IN 2' 'WIDE STRIPS CENTERED ON JOINT.
I I{= I_ -I POSITIVELY TO INVERT OF OUTLET , I-_ 1 I 11
-III I ..BARREL USING NON-SHRINK GROUT PERMANENT DAM CROSS SECTION 1
N.T.S. LAND PARTNERS
'r}
8.0' 7.0' -I
3I'L x ils0 GRADE 8 - CONCRETE ANCHOR BOLT a.
STAINLESS STEEL
a
CONCRETE LAG _ 1.5' 5.0' 1.5' (4) RECTANGULAR WEIRS 1;0 (TYP, ) (TYP., SEE NOTE #4) 1.0 I
SCREW (ON EACH SIDE OF RISER) 9.9 LFhil- O U
- 18" X 4° X k° 1 1 4 O ° ` ° ATWINV1 600.20 ' , ANGLE(/ 0.7' L}
4„ ice\ a
GALVANIZED STEEL °4 °
STRAP (4 PER ° ° a ° 1" THICK JOINT FILLER MATERIAL A 9.9/LF 4"
/ '---\ 12 O• le
> eiY W
RISER JOINT) •
a° , 4 ,a ° 2 x2ANGLE
N.
__ _
�����
al
�. --- CONCRETE CRADLE ........- i
3.0" a ° t 3.0' 4° ° 4 e . (SEE DETAIL ON I '
6" DIP DRAIN ° - SHEET C9.02) - - - -- -�- 2.0' LU N
W/ TRASH RACK a ° 7.0' S.0' 3.0' II. - ❑ ' el Z C
(SEE DETAIL ON 4'
SHEET C9.02) e °
(TYP.) 11'5 D in L.L.I O
° .36"0 0-RING CONCRETE in W c� CC
RISER JOINT CONNECTION DETAIL 44 ` RCP ANCHOR ¢
N.T.S. F FLOW-► a - 1 BOLT (TYP., L ■ in 0 - V
°. SEE NOTE W r
CC CC I-
• INVERTED SIPHON �� . ° <' #4) #4 REBAR TRASH RACK (ABOVE) W
DETAIL ON SHEET C9.02 a ` / a ANCHOR TRASH RACK TO MANHOLE WALL I > Z 0
NOTES: (SEE ) 4 q a WITH FOUR EQUALLY SPACED HOT DIPPED Q Z
• d GALVANIZED STEEL CLAMPS. EACH CLAMP a W -
1.CONCRETE ANTI-FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE 4 4 4 t; P' . a a. 4 9.9 LF ATTACHED TO MANHOLE RISER BY Z
AND SHRINKAGE STEEL REINFORCEMENT. a y, 4 ti; •
7\ 2"x2"x1/4" 2-4"xi/4" CONCRETE ANCHOR BOLTS Q
2.TRASH RACKS NOT SHOWN FOR CLARITY. CONCRETE COLLAR ANGLE THE BOLD / DASHED LINHATCH EACH CLAMP TO BE COATED WI AN OC
J U-
° a 4 ° DENOTES THE ACCESS HATCH FABRICATED HINGES FOR THE EPDXY COATING.
° (TO BE CONSTRUCTED IN 2'x3' ACCESS HATCH. ACCESS 0
3.THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE DETERMINED IN THE FIELD BY 'N ° a THE FIELD BY THE CONTRACTOR, TO BE PROVIDED BY THE TRASH Z
4 a RACK FABRICATOR PER OUTLET HATCH SHALL BE POSITIONED ISI
THE CONTRACTOR.THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER d °44 .° SEE DETAIL) STRUCTURE MATERIAL OVER STEPS.
VIA THE HANDWHEEL WITH AN INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE STEM. ° ° 1" THICK JOINT FILLER MATERIAL NOTES: (SHEET C9.10)
1 a SPECIFICATIONS I
O
4.CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM 6." PLUG VALVE. THE VALVE SHALL BE A PRECASTER SHALL PROVIDE F-
THE RISER. M&cH STYLE 1820 X-CENTRIC VALVE OR (4) 3"0 ORIFICE - A BLOCK OUT FOR THE 1. ALL REBAR TO BE#4 REBAR.
APPROVED EQUAL. THIS VALVE SHALL BE IN INV. = 598.00 36"0 0-RING RCP
ACCORDANCE WITH AWWA C-517, AND (2 PER SIDE) 2. ALL REBAR AND ANGLES TO BE HOT-DIPPED GALVANIZED AND BE PROVIDED WITH AN EPDXY COATING.
SHALL BE OPERABLE FROM TOP OF OUTLET CONTRACTOR SHALL PROVIDE
STRUCTURE VIA A HANDWHEEL. STEPS IN ACCORDANCE WITH 3. THE HOT-DIPPED,GALVANIZED 2"x2"x1/4"ANGLES SHALL BE'WELDED TO THE REBAR TRASH RACK.ONCE WELDED,
NCDOT STD. 840.66. STEPS THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
SHALL BE PLACED AT 16" O.C.
4. THROUGHNTA ANGLES.SHAL ANCHOR THE TRASH RACK TO MANHOLE WALL WITH FOUR 4"x1/4"CONCRETE ANCHOR BOLTS ,,,,,,��,,,,,,'��,,/,,,�•�
5. CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO ALLOW FOR CONCRETE COLLAR. RISER TRASH RACK DETAIL :�,•49.,•••••••••• ••• 9 %
6. ACCESS HATCH SHALL ALIGN WITH STEPS IN RISER. N.T.S. tt
.• THE R. •i•
n 1' McADAMAMS i z =
1J a %COMPANY, INC.;
• C-0293 ti�
NOTES: '••��C,y�'•••.........��OQ-,s
CONTRACTOR SHALL PROVIDE STEPS IN TOP OF HANDWHEEL TO EXTEND ��''Sn,0,Af%ttS
ACCORDANCE WITH NCDOT STD. 840.66. 1-FOOT ABOVE TRASH RACK 1. ALLREBARTOBE#4REBAR.
V 5.0' STEPS SHAiLL BE PLACED AT 16" O.C. CONTRACTOR SHALL PROVIDE STEPS IN 2.
WALL.PROVIDE 6 OUTSIDE "OVER LAP ON THE OTTOM O PIPE WITH VOLCLAY �HE PIPE.11(OR PRE-APPROVED EQUIVALENT)AT THE FACE OF THE PRECAST STRUCTURE \p`N4N CARD"0,�
N - ACCORDANCE WITH NCDOT STD. 840.66. Off:' ESS% '• /2 c.
- 4,0• STEPS SHALL BE PLACED AT 16" O.C. . ';'OF °4/.,9
a _ r TOP OF RISER EL. = 601.20 6.0 '°� SEAL 9<.:
3 -T (4) RECTANGULAR WEIRS 1- PRECASTER SHALL PROVIDE =j�046
a °' L (ON EACH SIDE OF RISER) A BLOCK OUT FOR THE 3" CLEARANCE - 1-I 3" CLEARANCE �• / �:
3'W x 1'H 36"0 0-RING RCP
G)NE,.
TO OUTSIDE OF TO OUTSIDE S ▪ N F ; �O
AT INV=600.20 3.0' 3" ANCHOR DEPTH tit
O P sz:
OhJ1.3oiC
"; 3.0' - e #4 REBAR) OF #4 REBAR) . ,9 p
(1-- 4) RECTANGULAR WEIRS ° I I CONCRETE COLLAR O,� A W O\`.`
ry (TO BE CONSTRUCTED IN THE
o (ON EACH SIDE OF RISER) .° VALVE STEM GUIDE �i FIELD BY THE CONTRACTOR, a„IIIIIIII
C 3'W x 1'H / 3" CLEARANCE WRAP OUTSIDE OF 1' DEPTH(
(SEE NOTE #3) - SEE DETAIL) 0.5' TO OUTSIDE OF PIPE WITH FLEXIBLE PRECAST REVISIONS
a, AT INV=600.20 3000 PSI CONCRETE
bh
3 (4) 3"0 ORIFICE d (4) 3"0 ORIFICE 4 #4 REBAR) WATERSTOP SEAL STRUCTURE COLLAR
d INV. = 598.00 � 4.20 INV. = 598.00 a ° 4 (SEE NOTE 2) WALL
v
4 (MIN. 28 DAY STRENGTH) NO. DATE
(2 PER SIDE) (2 PER SIDE) f S.
CONTRACTOR4 REBAR NSHOALL I'__ 3° CLEARANCE
36"0 0-RING °
°; i 5.95' RCP ° DRILL INTO PRECAST OUTSO OF
a STRUCTURE WALL AND 4REBAR
Y INVERTED INTAKE FLOW -� / /I \ ° SET ANCHORS USING
m (SEE DETAIL ON Z I 36"0 0-RING I . INVERTED INTAKE ` EPDXY GROUT
RCP 4 SEE DETAIL ON 4
3 SHEET C9.02) ( I i R
e I SHEET C9.02) 3.5' I 36" 0-RING 4.5' WRAP OUTSIDE OF 36" 0-RING
0 6"0 DIP DRAIN 4 \ .\ / a I RCP J PIPE WITH FLEXIBLE RCP
W/ TRASH RACK 1 \ I / j / \ / ° WATERSTOP SEAL A 5.5" CENTER TO
3 (SEE DETAIL ON ° •
' INVERT EL. = 596.50 d, - i (SEE NOTE 2) CENTER PLAN INFORMATION
SHEET C9.02) ° / a 0.50' i° r �I � '
6" DIP DRAIN
o - a ° ' ° sl .° .< W TRASH RACK _ 4 4 A 1.0' 11 - 4 4 a. I� PROJECT NO. KLP-19000
---f-
d e ° ° (SEE DETAIL ON a a a
2 a . : d 4 DEPTH a a 0 FILENAME KLP19000-SWA
o a. ANCHOR 12" ANCHOR DEPTH
$ ° SHEET C9.02) 4 /
a a ° , . ' 1.25' J 4 4/ CONCRETE CRADLE A 4 . a ,a 4 a CHECKED BY SAW
`O 4 .° ' - a �a -I 4 d (SEE DETAIL ON d1 . 4 4 °
m 4.. n ° a ° CONTRACTOR SHALL SEAL SHEET C9.02) _ °! 5:2" a .1 .fie r ° DRAWN BY AJB
< A ° THE PIPE PENETRATION (CENTER TO CENTER) 4 •
USING A RUBBER BOOT ° 0 ° SCALE N A
2 - /#4 REBAR ANCHORS.
AND STAINLESS STEEL 1" THICK JOINT FILLER MATERIAL CONTRACTOR SHALL DRILL DATE 01. 17. 2020
CONCRETE HARDWARE -6" PLUG VALVE. THE VALVE SHALL 46'' 3" CLEARANCE INTO PRECAST BASE AND
o ANTI-FLOTATION CONTRACTOR SHALL FORM 6"0 DIP DRAIN PIPE BE A M&H STYLE 1820 X-CENTRIC (CENTER TO
INVERT OF RISER STRUCTURE CONTRACTOR SHALL CORE-DRILL THE CONCRETE ANTI-FLOTATION TO OUTSIDE OF EPDXYPO ANCHORS USING SHEET
BLOCK
VALVE OR APPROVED EQUAL. THIS BLOCK CENTER) #4 REBAR) GROUT
O TO DRAIN POSITIVELY TO HOLE FOR THE 6"0 DIP PIPE IN THE VALVE SHALL BE IN ACCORDANCE SIDE VIEW SIDE VIEW CONCRETE ANTI-FLOTATION
a INVERT OF OUTLET BARREL FIELD. PRECASTER SHALL OMIT WITH AWWA C-517, AND SHALL BE CONCRETE BLOCK STORMWATER CONTROL
USING NON-SHRINK GROUT REINFORCEMENT IN THIS AREA OPERABLE FROM TOP OF CUTLET ANTI-FLOTATION
STRUCTURE VIA A HANDWHIEEL. BLOCK MEASURE 'A' DETAILS
0.
d
Y
PERMANENT OUTLET STRUCTURE DETAILS 36" CONCRETE COLLAR DETAIL
TiN.T.S. N.T.S C9 • 01
N.T.S.
,.
PRELIMINARY DRAWING- NOT RELEASED FOR CONSTRUCTION

#6 REBAR .• (CENTER TO CENTER) 121
PERIMETER FRAME
80" MIN.
4" x4" 6/6 .° - - w �-�
WELDED WIRE 4" x 4" 6/6 WELDED WIRE BARREL PIPE FLOWABLE FILL CRADLE /, T A A
FABRIC (EACH SIDE FABRIC (EACH SIDE & TOP OF 7 - ° 6" MIN. WALL 6" PLUG VALVE. THE VALVE 1 vl 1Jx1�/1 J
& TOP OF CAGE) '° CAGE) P CONSTRUCTION SEQUENCE
THICKNESS SHALL BEAM&H STYLE 1820
° e X-CENTRIC VALVE OR 1.CONSTRUCT FORMWORK FOR PLOWABLE FILL CRADLE ON EXISTING GRADE. The John R. McAdams Company, Inc.
APPROVED EQUAL. THIS VALVE _
SHALL BE IN ACCORDANCE - 2!E
1 18" (TYP ) a° NLLAROM n JOINTS WITH 2-FT WIDE / MIN. --_-
STRIFFAT THISEP. 1
F4.ILLTKOFILLENTIREAREAUNDERAPIPEANDTAPEHAUNIOCHESASTONEAV DENOOHDSUNNDERTHEOPPEBOEORELE ( ) faX[phone]
D VIA A HANDWHEEL, ' '• - 18" (TYP.) -
2 LF2.00' fax
number: C-0293, C-187
d o d .A PLACING FLOWABLE FILL ON THE OPPOSITE SIDE OF THE TRENCH.PLACE ENTIRE CRADLE AS ONE LIFT • 36 0 0-RING RCP I
6"0 DIP ! ° ° (VERTICALLY)PER DRAWINGS.\ - - www.mcadamsco.com° , 5.PLOWABLE FILL CRADLE MAY BE ELIMINATED PER RECOMMENDATION FROM THE ON-SITE GEOTECHNICAL
. . _� 18" (TYP) • ENGINEER,ANY DEVIATION FROM THIS DETAIL SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN .y:
° 6" PLUG VALVE. THE VALVE e °a 2 LF 6"0 DIP ENGINEER PRIOR TO IMPLEMENTATION.IF THE CRADLE IS ELIMINATED;,THEN A LETTER FROM AN NC PE 22„ +° \\ -- ---- -- - CLIENT
t . ° SHALL BE A M&H STYLE 1820 s9 CERTIFYING THAT ALL SOIL MATERIAL UNDER,AROUND,AND ABOVE TIME BARREL PIPE MEETS THE BERM - -- -
.d 'a ° X-CENTRIC VALVE OR MATERIAL SPECIFICATIONS STATED ON SHEET C9.00 IS REQUIRED. b • • \ / 4 • MR. MIKE KISSEL
•
°. n ENGINEER APPROVED EQUAL. °
° ° THIS VALVE SHALL BE IN n CONTRACTOR SHALL SEAL THE PIPE 6.ALLOW CRADLE TO CURE FORA MINIMUM OF7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS .. .• b r " b / " KOLTER LAND PARTNERS, LLC
4• ANCHOR DEPTH ACCORDANCE WITH AWWA• ° . 4 PENETRATION USING A RUBBER BOOT USED IN THE VICINITY OF THE BARREL PIPE. r .`, e • d --- - 701 SOUTH OLIVE AVENUE, SUITE 111
CONTRACTOR SHALL 4 ° C-517, AND SHALL BE b b b
a °. AND STAINLESS STEEL HARDWARE •. b ti ` o -- I - WEST PALM BEACH, FLORIDA 33401
DRILL INTO PRECAST �, a ;, °r OPERABLE FROM TOP OF ° 7.TRENCH TO BE BACKFILLED IN 5"LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 8"LIFTS WHEN
EXTENDED BASE AND OUTLET STRUCTURE VIA A CONDUCTED BY MACHINE.MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 24110 RCP BEFORE DRIVING 12 MIN. b b.
SET ANCHORS USING 0 86' HANDWHEEL. #6 REBAR PERIMETER FRAME OVER WITH HEAVY EQUIPMENT.
EPDXY GROUT (CENTER TO CENTER)
b
• , .•. ., 4 ♦ ♦ • • • b• , �,
C"0 RAIP DRAIN PIPE I 3000 PSI CONC
1 , oLTE
CONTRACTOR SHALL CORE-DRILL ____ RETE, OR
K R
THE HOLE FOR THE 6'0 DIP IN --
THE FIELID. PRECASTER SHALL PER RECOMMENDATION FROMON-SITE N
OMIT REINFORCEMENT IN THIS _... II
ENGINEERGEOTECHNICAL - -- ,'�'
AREA.
6"0 EMERGENCY DIP DRAIN TRASHRACK DETAILS 3611 CONCRETE CRADLE DETAIL w
N.T.S. N.T.S. Z Q
O > _
V
- a }
in -I
J
0 a) W
NOTES: > el CC
9 -6" Wt: ((FT.) 0. r:-
* i--i O:C7 . I.
L.1� a
STATHIS PRECAST ENDWALL MAY B1E USED FOR THE FOLLOWING 1- C-.
RISER OUTLET 838N39,D838B58,O1,638.5T,18318863 AND 838.6938.21, . 938.33, O O y=Z NI
CONTRACTOR SHALL PROVIDE 3'-8" O.D. I * x Z a W
STRUCTUREINSTALL PRECAST ENDWALLS NYITH WINOS AND PAY W Q Q 11= 0
STEEL CLAMPSE E INSUREEE A i FOR IN ACCORDANCE WITH SPECIFICATION SECTION. 838. h U OC O C9 J Z
6" PVC CAP WITH ICC
4 WATERTIGHT SEAL BETWEEN THE 1.0"t 1`-O" * USE 4000 PSI CONCRETE. < 1..._ w j CCI LL
SCREW TYPE PLUG SPILLWAY FILTER NON-WOVEN \ / :::::DEiL flEINFoflclNo sT EEL WHICH MEETs ASTM As1s rAF-LLOJW --ITOP EL. = 597.83 FILTER FABRIC AND 36"# b • �/ RAfio AND WELDED WERE FABRIC CONFORMING p 0 y Q
i iim 0-RING RCP OUTLET BARREL \ • LisidsHiatinil-
p TM85 WITH 2" MIN. CLEARANCE. Z .}M2 I H2 L HOLES OR PINS EN ACCORDANCE WITH 0 a.�.
° 4 4 b OSHA STANDARD 1926.704. ': W❑ J V
36"# 0-RING RCP b' HI HI I PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BV ,. 0 I M • in 0
10" W
�,' I ', CONTRACTOR Q I-
_ ALL EL MENT PRECA T T MEET A TM C913� E 9 5 I--
9 )•AO •AO I►�AO OAeAOf 4,' --CO io O C7 lasHilliiiillai
^-'I• • WELDED WIRE FABRIC MAY 8E SUBSTITUTED FOR REBAP w0 0 0 0 - o 0 0 0 0 �o� �oC�j-- �. 1 -O" �_ AS LONG AS THE SAME AREA COF STEEL IS PROVIDED. Z O
6.0"0 PVC SIPHON • • • • -N • �-Y•` CX O iC_ y
INVERT THROUGH RISER EL. = 597.00 ■ INVERT EL. = 597.00 (NWSE) �e•e I, 'b• CJ�( � of " CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". Q Q_ z
)o oA"AsA A o 0 0 0 o o�Oo' �--� lik " o.c, rvP.) �„ B" D.c.4rYP.> a W_it • - l \• / ( REFER r0 CHARTE._ C )��^/�/ C_ REFER_TO CHART
4 C4<Z L, at A C/ /�0,�1 , FOR BAR SIZE POq.BAR SIZE NOTE: THE MINIMUM BAR SIZE TWILLSHALLHAVE #5 BARS J Y Q Z_
1 i• ,< OK_ �O all AT 8" CTS.THE CONTRACTOR HAVE THE OPTION CO
8^ )CJ O O OA` ELEVATION SIDE To INCREASE THIS BAR SIZE AS NEEDED. O J o
�� o J LL
0 0 0 0 � o 0 0 0 � c_ o 0 0'�
cca
BOTTOM EL. = 596.33 �■ 4 , �a l.ao 0 0- r_�1�1� )� iii •Z W Z
O p,.AOc ,� � �0_ c ENDWALL DIMENSIONS ¢ W
0 0 0 0 • 0 0 0 0 o f-lo c� o_ W2. (FT.) 0 W 0
• =1-1 • • C C_ FT. MINIMU)A MIN./MAX, MIN./MAX. MIN./MAX. MIN,/MAX. MIN./MAX,
�� c: ® -�OO�C� •0�alid-1.( j_O �U'�)O �� a! ..PIPE DIA.. BAR SIZE M1 (FT.) H2(FT.) 0 (FT.) WI W2 c W h ~
0 0 0 0 0 0 0 �c ������ ,
�t�1c�/-lc��r� - r���l�-✓1 �/ �- t
1.0 #5 0 8' 1.25/2.00 2.00/3.75 1 .2511.76 3.00/3.75'. 5.50/6.00. 0 V6" PVC CAP WITH 1..25 #5 6 8" 1,25/2.00 3.00/3.75 1 .25/2.00 3.50/3.75 6.50/6.75 Z 'Z 1
4.5'0 DRILLED ORIFICE Na 67 WASHED STONE •-' 1.50 #5 0 8" 1.25/2..00 3.00/4.25 1 .50/2.50 3.50/3.75 6.50/6.75 1 0 F-
JI■■■■■
ENCASED IN NON-WOVEN 7■■■■■ 2.0 #5 8 8" 1.50/2.50 4.00/4.75 1.76/2.50 4.00/4.25 7.60/8.25. a
FILTER FABRIC (MIRAFI D 111■■■■■ 2.5 #5 @ 8" 2.50/3.50 4,0016,00 2.00/3.00 4.50/5.50 10.00/11.50 Q ~ u1 �.,",P,,,,',,,
SIPHON OUTLET DETAIL co4
N.T.S. 180N OR EQUIVALENT) ■■■■■■ 9.0 #5 @. B" 3.0013.50 5.0016.00 2.75/3.50. 5.25/5.75 11.501ti .75 3❑ LIE z ,�.�`,,�•��,.CARD ,,,l�•�-
Q V
� .61 yQ•') 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 0 W. y : 2�:'••• 9
cc Cr THE JOHN R. I.
PLAN 4.0. #5 0 8" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 r 13.00/13.25 a t7 . McADAMS : Z C
4.5 #5 0 8" 4.00/5-.00 6.50/8.50 3.25/4.00 7.00/9.26 13.50/16.75 4- : A ;•COMPANY, INC.:
5.0 #5 0 8" 4.60/5.00 7.00/8.50 3..25/4.00 7..25/9.25 13.75/15.75 . % % C-0293 Q:
5.5 #5 @ 8" 4.50/5..00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/16.75 ����O ••, A�,,4
ENDWALL PER NCDOT STD. 838.80 6.0 #5 0 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75 p,.•I't O;ASV'� '
PROPOSED GRADE NOTE. 4" WEEPHOLES TO BE PROVIDED WITH
VARMIT GUARD ON DOWNSTREAM SIDE AND
CONTRACTOR SHALL PROVIDE STEEL CLAMP TO GALVANIZED HARDWARE CLOTH ON UPSTREAM SHEET 1 OF 1 J ��01 ROB,,' ,
r INSURE A WATERTIGHT SEAL BETWEEN THE SIDE (Y4" MAXIMUM OPENINGS). VARMINT GUARD 838.80 CA ,
3 SPILLWAY FILTER NON-WOVEN FILTER FABRIC SHALL BE HAVILAND BRAND STEEL FINGER TYPE 2OCL'.....,'/4
th AND 36"0 0-RING RCP OUTLET BARREL OR ENGINEER APPROVED EQUIVALENT.
ti
OUTLET ENDWALL DETAILS = : SEAL 9r`: t.
g END)WALL PER 3' = 788
6" MIN. NCDOT STD. 838.80 3 N.T.S Er
-1 1 -1 11=1 1 4 1 1 I-1 1-1 1 1 1 I 11 1-111-1 1 1= �T; .�
_ ) �� CO 1 O; )O O O O O O �' o" O O �0, OA W �`
1 I I 11-1 111�1L� I / 9RT 00 .� 01- n
-1I 1- 11=1 - -Ir-; Jo ci � < �" v v v v v v v NOTES:
1' MIN. 71 "' / ' `c �" - ✓� - o o ^o �i o 0 0 0 0 , 0 0 0 Ni�iili��o
ry -I I 1-11 I-III-III C_ ft_ ?< Y ,<_( C x ti- t �,7��O�4./1 A � ��
:III-I I I=III= I I - C ?- >i , C- -C_ (' , , &•a_ c 4I� �• 1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE REVISIONS
�� )- 7�U` )Cii 7' Ch JCI�:5J�� )'O,_ A Si ei RIPRAP AND SOIL FOUNDATION. THE FILTER BLANKET NCDOT CLASS "I" RIPRAP
__ ,00 o /-�o �< � `.o �% ACC )c o�;i- ��-•w- o `off •I■.off �C
-)C __ - _ )Cj '.. WILL CONSIST OF A MINIMUM 4•' THICK LAYER OF 241L x 9'W x 22" THICK 36"0 0-RING RCP
_ ��� ;� ENDWALL PER -C oA-<10y Py I 41I� - STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER No. DATE
5 r Cj )�( :c )c )C 1b.:; NCDOT STD. 838.80 .)C-4 - vn0OL40� ' ��N. USIAlC g►�• ��� WEAVE 700 OR APPROVED EQUIVALENT
d o� o� m % ' )oU i- TC C�' CL i . via" o ENDWALL PER
36"0 0-RING RCP 2 ��� 7
FLOW Uc� �1 �)S�T _ ( F�( O� ����?�Off_) i S O 11\ Type % NCDOT STD.o <.4,Q 1< lC�( /CD, ��o�,, ./� �''- ( I 36"0 0-RING RCP I� �o 80" NCDOT STD. 8 PER
ER - �"
(.01CC. Th( �'/ iC) o O_ o i
T� Oo Oo o O o C
A.
o C( )r OC�r ThL7C� C ?V� vC x O /1-��C�� 1 O�O in C ,eC_` I
�< ) CC < ,. ■ • C • 00 1C
� � i o 0 0 . 36"0 0-RING RCP o c
-)\_�� C/�L�� _ . -- t .I.d de. J , PLAN INFORMATION
3 . . TCf %�img )( { < C_ L WS o }A 9' PROJECT NO. KLP-19000
� � �- 2'" 1.• e ZOOall
h� C �C �� a MIN. ��0� ��C ,�� O�O / o
2 4 ,� q 0 lC '' o_� 0 2 - / -' °/ 2" o o, o c o �a 00SWA
1 o o � � - o FILENAME KLP190
� �c Flit1111111C±y)Thicy,777: - 22" LAYER OF
_ -Y �� _I- CLASS "B" RIPRAP2 r On�CCHECKED BY Am2 4" PERFORATED, L � � � � �� � �� ; � � � �u__ CORRUGATED HDPE PIPE (ADS IAO\_ �, �, -i, DRAWN BY AJB
N)12 OR APPROVED ( ) • III-III-� I-I I I , I I I �i_ �1 I -,4 FILTER BLANKET
NO. 67 WASHED STONE2 4" PERFORATED, CORRUGATED o I- f SCALE N/A
c EQUIVALENT) NO. 67 WASHED STONE DATE 01. 17. 2020
ENCASED IN NON-WOVEN ENCASED IN NON-WOVEN HDPE PIPE (ADS N-12 OR
o FILTER FABRIC (MIRAFI 180N FILTER FABRIC (MIRAFI 180N APPROVED EQUIVALENT) FILTER BLANKET
OR EQUIVALENT). FILTER OR EQUIVALENT) (SEE NOTE) SHEET
s FABRIC aMINIMUM 2' IN THE24' STORMWATER CONTROL
DOWNSTREAM DIRECTION.
i PLAN SEC'IIONAA MEASURE 'A' DETAILS
a
Y
1 SPILLWAY FILTER DETAIL OUTLET BARREL VELOCITY DISSIPATOR
2 N.T.S.
N.T.S. PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION .

STORMWATER CONTROL MEASURE 'A' LANDSCAPE PLAN GRACE POINTE DRIVE
I— W (50' PUBLIC R/W) ® I
,
z ��� :1 1 Li-
L.
LEGEND z ,r'`
QTY. SYM. SCIENTIFIC NAME COMMON NAME HATCH TYPE MIN.SPACING W W _ ��-epe6 - - - 1 „� / a A
MCADAMO
LOT LINE -
265 Cr CAREX TENERA QUILL SEDGE ' ` 4"CONTAINER 2'ON CENTER I Il ® @b.d
LL i "" The John R. McAdams Company, Inc.
(-- 1 1, _(-,/4 1 3430 Toringdon Way
293 ED EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED I I 4"CONTAINER 2'ON CENTER W I ; I Suite 11O
Qi �" ; I I Charlotte, NC 28277
284 HL HIBISCUS LAEVIS SCARLET ROSE MALLOW " 1 4"CONTAINER 2'ON CENTER 0 j/ ��� Avv `^ ! _II I �� I,I phone [phone]
fax [phone]
�j o w I i
/ 1 license number: C-0293, C-187
/ , , \\\\\ 1 j° •.I :
/co s9 I ®/ www.mcadamsco.com
I ` ' , i s' ���% A ' r 1 I / CLIENT
s MR. MIKE KISSEL
1 A -
SEEDBED PREPARATION PLANTING INSTRUCTIONS � �� I KOLTER LAND PARTNERS, LLC
606
9 R - _ 1 - - _- 701 SOUTH OLIVE AVENUE, SUITE 111
I �t, - s ��� / _ i 604 WEST PALM BEACH, FLORIDA 33401
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS,IF AVAILABLE. PLANTING TECHNIQUES ati oo �` -soa
A. INSURE THAT ROOTS,ONCE REMOVED FROM POT,ARE STRAIGHTENED AND FACE DOWNWARD. --- ` 600
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ; -� .
B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT. :- __ _ ,_� ' 11 t.14 be s Yi�� I v\
3. REMOVE ALL LOOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. - ' ` N .a ss 4- , 600 \ -g \
C. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD. / !Pal - -
4. PER ONE TIME ONLY,APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL. ___ � ���' ,`',-( � � 'NWSE = 597.0� � '., `, �", V / El
N. AL1NCHESEP. - L X
ONAESHLY PREPAREDSEEDBEDANDCOVER.7. MULCHIMMEDIATELYAFTERSEEDINGANDANCHORMULCH. G. THEDIAMETEROFTHEPITSFORALLVEGETATIVESTOCKSHALLBEATLEASTTHREETIMESTHEDIAMETEROFTHEROOTMASS PLANTPIT p-
WALL SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. SEDIMENT / m m .; "' m m' \
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE. AFTER >w ' ; n fl3n �$ 2 n � i.
PERMANENT COVER IS ESTABLISHED.
N FOREBAY /
H. SET THE PLANTS UPRIGHT,IN THE CENTER OF THE PIT.THE BOTTOM OF THE ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL. ' / I I . ,I �� I , I J
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT W
I. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE ROOT MASS,AND WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE I 592 , ' I , d
VOIDS AND AIR POCKETS.WHEN PIT IS APPROXIMATELY 2/3 FULL,WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL. I �\\N j/ Z Q
J. BROKENWATER AGAIN AFTER PLACING OR DAMAGED PARTS WINL BAL E CUT BACK TO UNDAMAGED TISSUE,LEAVING AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE YER OF BACKFILL. III • , 265 CT , :, �% -; , , -i( I� o_ 0 I { :; 7 — > . , / w 6 a Q V
TEMPORARY SEEDING SCHEDULE THE ROOTS.IF MORE THAN FIFTY PERCENT(50%)OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL REPLACE THE PLANT. }
SEEDING DATE SEEDING MIXTURE APPLICATION RATE CONTAINER STOCK/BARE ROOT I �j� 591 ro II /` o� / N JAN 1-MAY 1 RYE(GRAIN) 120 LBS/AC A. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD II m �� o 0 0 0 m I els " W
KOBE LESPEDEZA 50 LBS/AC I ,� i
ITS SOIL TOGETHER ONCE REMOVED FROM THE CONTAINER. I '^ $, a '� 0 0 N o
MAY 1-AUG 15 GERMAN MILLET 40 LBS/AC 1 ' I AUGo > ell CC 15-DEC 31 RYE(GRAIN) 120 LBS/AC B. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY CONDITIONS UNTIL PLANTING OCCURS. I I LL. N.
O SOIL AMENDMENTS lit, I 1 I 6 ' C b0
C. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING,OTHERWISE SEE D)BELOW. 1
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 ,\ I o W N
FERTILIZER(FROM AUG 15-DEC 31,INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). D. IF BARE ROOTS SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR(4)DAYS, 1 II I ri^.
TEMPORARY HOLDING OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY A SUITABLE MEDIUM(ETC.SOIL SAWDUST,MULCH ' o I I co - I el Z Q I CD Q
p., O Z 2
MULCH
APPLY 4000 LB/AC STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL.A DISK WITH OR THE LIKE)AND WATERED REGULARLY SO AS TO NOT DRY OUT. 1\ II _ I II o I o W J ri
z
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. PLANT LOCATIONS in
% II _ i " II< i a I W O
A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN MADE IN PROPOSED CONSTRUCTION. 1 II co I w- o I �` W �Y �•
MAINTENANCE I C c I '+r CC W Q
N d U
1-AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE,AND MULCH B. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 1 1 - ,z. I o I )--
JAN oum! N ( n J
I1 % 11 Ia o o �/
AUG 15-DEC 31: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH.IF WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE. i \ I ! ' "I _
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
WATER 1 I - <
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND DUNE 15,OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN I 6 I H C[
LATE FEBRUARY OR EARLY MARCH. III vv- 111 / MAIN POOLi � z"o" � I Z 0
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT SEEDING SCHEDULE. 11 ,\11 III - ' I I i W Q Z
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PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS) w a, lii'l
I IJLLSEEDING DATE SEEDING MIXTURE APPLICATION RATE III vv li / G 11II5AUG 25-OCT BEST TALL FESCUE 200 LBS AC 111 - vi' 711 ��FEB-APR15(POSSIBLE) / 1 ��� I,l
SOIL AMENDMENTS
II1 - II // // / ��� %/�
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 - ( w - '
LB/AC 10-10-10 FERTILIZER. k ' cn / / ,,' /
MULCH ,
APPLY 4000 LB/AC STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH ANCHORING TOOL.A /
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ( /6 ,,,,p��u unp.,,,
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MAINTENANCE j ��� / / F �`������ �� .�• 2 �'�i
INSPECT AND REPAIR MULCH FREQUENTLY.REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR;USE SOIL TESTS I i o i COOOPLAM/ "'THE
J••• R '7
OR APPLY 150 LB/AC 10-10-10 FERTLIZER.MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. \ : THE JOHN R.
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NOTE:PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN,TOP OF BERM,AND BASIN FLOOR. i : m O
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Z V \ �/ PROJECT NO. KLP-19000
FILENAME KLP19000-SWA
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CHECKED BY SAW
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• ( ; , I SCALE 1"=30'
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SHEET
-6 Q RAGING CREEK DRIVE GRAPHIC SCALE STORMWATER CONTROL
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PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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�� AB MOORE JR. DRIVE ' \ �.. �,:1 I_ ►" /, � /�'■ CKDAMc�o \ (PUBLIC R/W) i�j / Jr !I .i ���n' ..�' I� ►J
® / 1�
�� C � ''I � �� -'-'- -'-i.'V— The John R. McAdams Company, Inc.
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2 ...���1��� 1 j.V•��. -�_ ,. .,.ne",iGJ19Nt1L/Or,J3.✓Ih lf.,.Lf NIn.U,.,i1IDswRar .
3 .��`` �� '��� T%I" 1 '�� ! �r�/��' Suitel 10 Way
• 3430 Torin don
+ `� ��� egelza ��� � �, �� � Charlotte, NC 28277
i, phone [phone]
�� - -�=0 II �; �` LD E R ' EEN PA' ' HERITAGE SUBDIVISION
/� �� y9 �I���� )III��� \\\, % f sue, 1� 1 r fax [phone]
�5C $b 147 � ��� �� 0�� ��j� %�/� ) 41i
license number: C-0293, C-187
��---_-____�.�i PUBLI PHASE 8
1.4400, :-....„
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11 1'\ ���� ri'I PHASE 9
\ i Egli r 4,,1„ ..�,e,�1` �://r".„,
/ �1MR. MIKE KISSELA' �/ eDQOJ ��11�� P 41 KOLTER LAND PARTNERS, LLC
VI�jI1YIT 1 MlllNSF / u\�\\� ip� �j , 701SOUTHOLIVEAVENUE,SUITE111
ABBIE EILEEN MOORE P \T\\" ,��✓ •V ;7111:
DB 492 PG 430 I \�",`\+�N e-• ���� WEST PALM BEACH, FLORIDA 33401
NTS 061_38-072 `Rg\ ry ;\ ��;•t4 '
Os F . ` M ROAD • la.- i�'.71 �a;
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PARCEL DEED OWNER I (50' P BLIC R/W) �'�`�' a\�� �,' �,/I� - -ASE 8eCi ei.43.1P \ KOLTER
1 PARCEL06A 3807-111 RUTH MANUS TRUSTEE I' �� Q\�*� \` //2 071200066 497-417 CHARLES MAXSASSER&SHEILA 5ASSER / cr.
fi - AVram � ,_. .3 07120015 611-259 LARRY W.HELMS&PATRICIA A.HELMS 1 mil]E([EN PAR W 1Q,2 p• •A � �® �4 07120010 372-926 GEORGE NEAL MEDLIN&KATHY M.MEDLIN —� , �������� �/�Y.,
5 07123213 5271-844 ANNISTON GROVE SUBDIVISION i (54 PUBLIC_•--�� ' I►��� • ''� D '
NOTE:PROPERTY INFORMATION BASED ON UNION COUNTY GIS �--- _ ��� ����� � � {
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SITE LEGEND �..�I i 138 �i c("5—°� ill'�� " ,,
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- - PROPERTY LINE ig INI
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'r..�mc.ri.nr•raas i.� soxv ra.�e.rai.a� �' �i0�+�1 ��� ��'�:!� �146 / t
- - - - - - LOT LINE r®�-i a v' v �i� .�'+�� �.�►.II �i�A��a 04#104pr
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— — — — EASEMENT LINE I'11/I' _ _ _A__ � ,:_►Icy`% �� �II/,I \\� }
CENTERLINE _�c�_ ���L�� ', '/ll.; \, � � �D\ I�ir `off\;1/44® �����t���i i� _ I V1
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1 1 ��. ��� 207 208 � . . .. K�os�� :�, ti� � \ � , \ O
FLOODZONE "AE 1 2o 2�q 2� 206 ter! .iw � o;:�� � AR ' D V�:, I 0 0_ L-I n1
I illitals:11:1i,� .��,I / I S- �� Ins=�cl ' ...„4. 3pA' ira ,fj`..-, \9� `��4 th..\ro., @M /rl \ \ 0Q�c m zQFL000zoNE .,X- �I 1 .O Ifl 91i1 =, "� ��» -.�� r$ �• 192 ���i�� ��;o /%oti\
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DEVELOPER: KOLTER LAND PARTNERS , ilggC1
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701 SOUTH OLIVE AVENUE;SUITE 111 '� ,I�k '" � �t , ,c .. ��� \ 1� �'� Li ,_
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WEST PALM BEACH,FLORIDA 33401 �I �� �Vi�� �1�11� 1 �� � 1 � his)11006.
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PREPARED BY: MCADAMS COMPANY i II! : I' I Li i I. �� 1 V A(���� • + bi
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COUNTY:JURISDICTION: TOWN UNION OCOUNTYNTRAIL&VILLAGE OF WESLEY CHAPEL nil lick ����- \� i � • �o! f� � ►� 1���11'�
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STATE: NORTH CAROLINA -- -�-�� I ` 1$� .
PARCEL NUMBERS ACREAGE `. r(�I � -I 183 � � � \ t �
712005A-INDIAN TRAIL 39.26 AC , e II ' �• '- ij lJ/� •.\ 'j` � \ �.
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712005E-WESLEY CHAPEL 47.58 AC �I�'� � • �f .70,1011:a\\*Ifti\;74:01'4\711:441:707.4.8:1"Aio
it • ���. 1� ��((� ��
TOTAL SITE ACREAGE: 86.84 AC - �,III II 'I I 'i �'• siti 1►� c�1's" ‘ ��m�* `, �, •�f�� ✓off 1 1 VI
TOTA \ 4401,IWN 1
EXIST SITE NING:ACREA 86.84 A-INDIAN TRAIL / e I� 1117: 1 � ./% r% ► 1 1kVi. w$4, eR-40 CZ-WESLEY CHAPEL '. ►o al -�. f.a� ' ' ♦` rr7PROPOSED NUMBER OF LOTS: 128 ® a�1 �(�t� ' ��a '1 '..w:. .r f�" `G%�i�siT ^I•.am s 0,0". 1110111h �..p" -
INDIANTRAILLOTSET �, — - - ••I rr •�` ` `\\� '� i \ .
BACKS - .„ v taw -' �� 1Tr :..4,1 +". r - g ytri
SIDE T it�l \mow u_�arn.Y���selwi�i��r�L �.I��� .•��s .. aa*+' �• Saint
a�4��,�M.•`T; ' FEMA *q ,SE BACK. 5 1 i' _ ___ _.i�.�__.--- �I _ ... � \` , ` ,����n.����� A�/�i�. n c� . 11,r � �� FLOODPLAIN � �� u n �
FRONT SETBACK: 25' a ���r1� �,G�c_ r .aa�'p., - '� °�°.�� V � 613 ����.� p1 CAR .�
nN 1 62n
Ni.cl.a6%Rns 1 6 ♦. �,
REAR SETBACK: 30' as, �I � /� ��..ern.xu�r �wara.iGv..+e.a•u..m+a.�. �...�,""^• NSMISSION
��>,.. ��r,w.- rie� �I •��. DUKE POWER HIGH .....
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CORNER SETBACK; 12' pp , / LINE TOWER -
'cII1C Ord I t;',_nip—, 165\ 64 1111:111.1k?1\10;11k:1/4:1Ctt1)13:111::::11
a is _ THE JOHN RWESLEY CHAPEL LOT SETBACKS R �II�' ` (� ; MCADAMS z
SIDE SETBACK: 7.5' 1L2JH �•�� II 1/ I I �� \66� ` � ,� ` IL ,'' 'COMPANY, INC.i
NIP
���so �I frii1 s8 ����� d\;� 284, ��, INDIAN TRA EOSLEI 1 I ;A ' c—o2s3 .r,��FRONT SETBACK: 25' I-�'��.-',� 4� �ti7 �' i �'�� ®� �6 111 `^' A iAR SETBACK: 30' II• IP - - r V V • 'n •'' ,REAR SE BACK: K: 30' \ --_.._ ii./ II �"� �-' • I / ki... .tia.-- ,roy QQO\I`/N�"'� , VILLAGE OF `, .,� t. \ili I I\ 1I •�'J am/' � 1� �i� 7UBLIC R W _ I ''�.,F OF A'"i;.�`�1.S III I --_ ' I �'J � ,* '�•'— / ) 'n„�„���,o�I110 __. __„;...�_..pusT�z�' altsul _ _ 3 cif
r "I"�Il i,\ ia, �L�'S�a.LJ �-� SII ai ;r_ rye.%
,1� �� _�// ✓-- GREENWAY EASEMENT ��� `�1. HQ`i�
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s► .GI t Ar ik �� �� I N. mysirk. �. ! ..�.. `� �,mtmtritetto
1 11111.0, � . �- �.��. ---_..�.. III �. � �� i I -® -b\�'``�_ I \' �,` li � _�,�y ,— HERI BDIVISION N0. DATE
T,..".7AIN%I .k\N‘ p4, a �� .�i ,I-i i �' � `�_',�_.'.r.-+"---7a- yr% et,,, 11 ®,2 'Yip 1�11 �� o TAGElialla l‘m - ASE 7
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E \ i \ yin /`-i \` '11 `, 20' SANITARY SEWER EASEMENT el ' _�` .�,` 'O1-1��lr l ilul • •d hi �� (DB 3429 PG 38) ���� ���� G��K ��•
�11► �,� ��� 1 �i ..►�',�G �; PLAN INFORMATION
„,,„,
,� ��� EXISTING SANITARY _ Ai (�I,�� � - q)
o 811 ® SEWER TYR. -+�► UI� i rl�
.s - `1�\ � r- _ ® PROJECTNO. KLP-19000
W111114 c \`� .��'/�i FILENAME KLP19000 LSFEMA FLOODWAY DAVIS MINE CREEKr.A `-''"" 'WHISPERING CREEK DR. Nil II/II\tilli
I,----
Oak CHECKED BY ANL
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- I_� r�s DRAWN BY ANL
Know what's below. V. �,,..il (50 PUBLIC R/W) �i �r
I / ' i� II I A SCALE 1"=100'
CalI before you dig. / I ���,��' r/' ,�i!_.�..�� — �{ DATE 01. 17. 2020
mare EXISTING SANITARY �'� ���
//, ' �ai!'.��—"v`�'=��. -Apr/////�.��iiii�.i/'��� I I/ ®� SHEET
i CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT +� �� , 'r• .�� ! 'dr��`
§ LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION REGARDING ADD CENT INFORMATION CODE
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. ALONG THE SOUTHWEST PROPERTY LINE GRAPHIC SCALE LANDSCAPE PLAN
a.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE 0 so 100 200
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". 11
���
E. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
linch=100ft. L5 . 00
,.
PRELIMINARY DRAWING- NOT RELEASED FOR CONSTRUCTION

LANDSCAPE NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALLBEINACCORDANCEWITHTHE - VILLAGE OF WESLEY CHAPEL LANDSCAPE CALCULATIONS
TOWN OF INDIAN TRAIL VILLAGE OF WESLEY CHAPEL AND THE STATE OF NORTH CAROLINAIII 1
k
I:al
STANDARDS AND SPECIFICATIONS. STREETSCAIPIE:
2. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE0- RAGING CREEK GIRIVE: 297 LF
CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING ORDINANCE REQUIREMENTS
CONDITIONS. TREES:
RECWJJIRED: =14(1/40 LF) X 2 ;,,
3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL.UNDERGROUND UTILITIES -
BEFORE BEGINNING DEMOLITION OR INSTALLATION. PROW/IDED: = 14 '
TRUNK FLARE AND TOP OF ROOT BALL
4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE N` --'' SHOULD BE AT GRADE IN WELL DRAINED The John R. McAdams Company, Inc.
NOTES,SPECIFICATIONS,DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO SOIIIL, UP TO 4 INCHES ABOVE WHISPERING CREEK DRIVE: 406 LF 3430 Torin don
INSTALLATION. 1y GRACE IN POORLY DRAINED SOILS ORDINANCE g Way
\ �� Suite 110
5. ANYDAMAGETOUTILITIESSHALLBEREPAIREDATTHECONTRACTOR'SEXPENSE. I� �/ TREES: Charlotte, NC28277
i DO NOT STAKE TREES EXCEPT WHERE
��� REQUIRED: =20(1/40 LF)X 2
6. THIS PLAN IS FOR PLANTING PURPOSES ONLY.FOR INFORMATION REGARDING BUILDINGS, SPECIFIED BY LANDSCAPE ARCHITECT. PRm1vIDe0: =zo phone [phone]
GRADING WALLS ETC.,REFER TO ARCHITECTURE,SITE AND GRADING PLANS. P IF STAKING IS NECESSARY, USE TWO fax [phone]
''�. .,� OPPOSING STAKES WITH SEPARATE license number: C-0293, C-187
7. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE FLEXIBLE TIES. REMOVE STAKING AT GRACE POINTEIIIIRIVE: 381LF
THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.ANY DISCREPANCIES SHALL BE END OF FIRST GROWING SEASON. ORDINANCE(REQUIREMENTS
BROUGHT T0THE ATTENTION OF THE LANDSCAPE ARCHITECT, www.mcadamsco.com
o TREES:
8. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN - I 4" ((10 CM) RAISED RING OF SOIL REQUIRED: =20(1/40 LF)X 2
ACCORDANCE WITH APPLICABLE REGULATIONS. WIDTH OF PLANTING NI TO (DIRECT WATER INTO ROOT BALL - PRGWIDED: =20 CLIENT
HOLE IS 3 TIMES ESPECIALLY
IMPORTANT IF TOP OF
ROOT BALL DIAMETER ROOT BALL IS RAISED ABOVE GRADE. MR. MIKE KISSEL
9. LANDSCAPE MATERIAL SHALL BE WELL FORMED,VIGOROUS,GROWING SPECIMENS WITH N. HIGHLY COMPACTED
GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE,INSECTS OR CLAY SOIL; KOLTER LAND PARTNERS, LLC
AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS#1 QUALITY AS DEFINED IN THE 2 TIMES THE ROOT 4" PINE STRAW; DO NOT PLACE PLANT SCHEDULE WESLEY CHAPEL.
CURRENT ISSUE OF"AMERICAN STANDARD FOR NURSERY STOCK"AS PUBLISHED BY THE BALL DIAMETER MINIMUM MULCH IN CONTACT WITH TREE TRUNK. 701.SOUTH OLIVE AVENUE,SUITE 111
AMERICANNURSERY&LANDSCAPEASSOCIATION. IN ALL OTHERS. CANOPY TIL9FES QTY, COMMON NAME BOTANICAL NAME CAL HEIGHT
\7\( UVMOOirrr A!Upr A' WEST PALM BEACH, FLORIDA 33401
10. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL,NOT THE TRUNK, n_n _ram u r=„����p�ppryip�pi!,�' o °I�°�°ai�1�°�II'� ��tUlgrrn r A FINISH GRADE
uuv�ppyiG yr n- a-n-'ar 35 Shumard Red Oak Quercus shumardii 2.5" 8' MIN
BRANCHES AND/OR FOLIAGE OF THE PLANT.MISHANDLED PLANT MATERIAL MAY BE -F(TII I I 'll l o 0 0 0 . ff'i' _ II III=11`-I
REJECTED BY THE LANDSCAPE ARCHITECT. I I II . m • (, . , I 1 1 71- - DIG WIDE PLANTING HOLE WITH
-I IA
Till II 1�• tit , 1 , ;Ill jl I TAPERED SIDES 1 1 21 Sawleaf Zelkova Zelkova serrata 'Green Vase' 2.5" 8' MIN
11. ALL PLANT MATERIAL ISTOBE'WELL ROOTED,NOT ROOT BOUND,SUCH THAT THE ROOT CUT BURLAP, ROPE AND WIRE �I _o . 't'11„EI�iJ, Ar �ill•aIg 4t'"'_6"DEEPER THAN ROOT BALL 0LirE
BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS.DEFICIENT PLANT BASKET AWAY FROM TOP AND y�II, II 11-.. - • n n I ► BE
MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER. 111111111�I IAA -IPrI Il �l�r ll�. -,;'yll"'." R°I FOR LOWERED PLANTING HOLE
SIDES OF ROOT BALL =-u I.y `iu I Ifnoli I-��til l 1. AS NEEDED WITH POOR DRAINAGE. f A t
I Rn 11 IIFI-II.I l�llta-ii , III •
1„ PARTNERS
V
12. PLANTS TOBEA MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE.ANY CHANGES -.,I 1 Ilk=lr II II 11=11�11: 11=�7 �.-6 rr� EXTEND STAKES INTO UNDISTURBED SOIL
OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING SET BALL ON UNDISTURBED SOIL III^�--I 1�: - ml-
JURISDICTIONPRIORTOANYHOLEBEINGDUG. TO PREVENT SETTLING PACK BACKFILL SOIL AROUND BASE OF
HOOT BALL TO STABILIZE; ALLOW REST
13. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE CIF BACKFILL TO SETTLE NATURALLY, TOWN OF INDIAN TRAIL LANDSCAPE CALCULATIONS
ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD OF NOT SPECIFICALLY (UJK TAMP LIGHTLY.
SHOWN ON PLANS. NOTES:
14. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS.
1. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE STREETSCAIPIE: --1GLAZING AND CREATE THE PREFERRED SLOPING SIDES. UJ
15. PROPOSED TREES TO BE PLANTED A MINIMUM OF 10 FEET FROM ANY LIGHT POLE AS 2. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT MOOREFAQUIRE 224LF 2 Q
UDO REQUIRtEMENTS =
MEASURED FROM TRUNK OF THE TREE TO THE POLE. PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. O
3. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WALL LIKELY SHARE ROOT SPACE, TILL TREES: U
16. PROPOSED TREES TO BE PLANTED A MINIMUM OF 5 FEET FROM ANY FIRE HYDRANT AS IN SOIL AMENDMENTS TO A DEPTH OF 4"-6" (10-15 CM) OVER THE ENTIRE AREA. RECURRED: =11(1/40LF) X2 W
MEASUREDFROMTRUNKOFTHETREETOTHEHYDRANT. 4. DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE TREE IN THE NURSERY MIND LOCATE TO THE NORTH IN THE PRCAVIDED: =11am <17. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL \ -
FIELD
AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE.
N
5. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER UJ
CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS. OLD EVERGREEN PARKWAY: 748 LF al
OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. UDO REQUIREMENTS
>
18. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN1.OINCHINDIAMETERORLENGTH 6. DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL; DESIGN ALTERNATIVE DRAINAGE SYSTEMS
AND SHALL NOT CONTAIN SLAG,CINDERS,STONES,LUMPS OF SOIL STICKS,ROOTS, AS REQUIRED. TREES:
TRASH,OR OTHER EXTRANEOUS MATERIAL. 7, BEFORE PLANTING, ADD. 3"-4" (7-10 CM) OF WELL COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER REQUIRED: =37(1/40LF) X2 CI ' 0 Q el COMPOST AND TILL INTO 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL. PRCAVIDED. =37U-I NI
19. LOCISENSUBGRADE/SURFACE SOIL TOA MINIMUM DEPTH AF6 INCHES.APPLY SOIL 8. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED. SOIL SEVERAL TIMES DURING THE FIRST MONTH M r"I Q Q
HEATHGROWINTS AND FERTILIZERS
NDMIX THOROUGHLY BY THE IL TS TO
AFTER. PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. MANTLE RIDGEIUIRIVE: 724LF CC' r7 Z
HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 41NCHES OF SOIL.SPREADJ Z
PLANTING SOIL MIX TO A DEPTH OF 6INCHES BUT NOT LESS THAN REQUIRED TO MEET UDO REQUIREMENTS
/ w LLJ - -J-
FINISH GRADES AFTER NATURAL SETTLEMENT.DO NOT SPREAD IF PLANTING.SOIL OR v
SUBGRADE IS FROZEN,MUDDY,OR EXCESSIVELY WET. TREES: w O
REQUIRED: =36(1/40 LF) X 2 N W n�//
20. IF IMPORTED TOPSOIL IS REQUIRED,THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A PROWIDED: =36 1..1� Q
DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. 1 TREE INSTALLATION J- U
FOLLOWING INSTALLATION OF IMPORTED TOPSOIL THE TOPSOIL SHALL BE TILLED TO
INTEGRATE THE SOIL PROFILES. SCALE: NTS N
BENT WILLOW DIRIVE: 960 LF CC0
21. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS.PLANT UDO REQUIREMENTS L1J I--
moim
MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE \ z O
CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF TREES: •/ Q Z
SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. !, REQUIRED: =48(1/40 LF) X 2 a W Q
PROWIDED: =48 Q Z
Milla
22. ALL MULCH TO BE PINE STRAW PER REQUIREMENTS OF THE OFFICE PARK.
CRR J La_
cc 23. ALL TREE PLANTINGS SHALL 8E MULCHED TO A DEPTH OF 3 INCHES,AND WITH A RAGING CREEK IVE: 677 LF O
MINIMUM 3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE.MULCH SHALL BE FREE UDO REQUIREMENTS
OF TRASH AND MAINTAINED WEED FREE.MULCH SHALL NOT COVER THE ROOT FLARE. W O Z
CONFIRM MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE TREES:
ARCHITECT. REQUIRED: =34(1/40 LF)X 2 I
23. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY.PROTECT BARK,BRANCHES,AND PROIWIDED: =34 0
ROOT SYSTEMS FROM SUN SCALD,DRYING,SWEATING,WHIPPING,AND OTHER HANDLING
AND TYING DAMAGE.DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER
AS TO DESTROY THEIR NATURAL SHAPE.PROVIDE PROTECTIVE COVERING OF EXTERIOR
PLANTS DURING DELIVERY.DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND WHISPERING CREEK DRIVE: 1,014 LF
HANDLING. ROOTBAIIIL UDO REQUIREMENTS
120'
24. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED IYP. TREES:
AND INSTALL IMMEDIATELY.IMMEDIATELY AFTER UNLOADING,STAND HE TREES UP TO ARBORTIE REQUIRED: =SO(1/40LF) X2
REDUCE THE RISK OF SUN SCALD.PROPERLY STAGED TREES ARE STANDING,UNTIED AND PROW/IDED: =50 ,,pp,,°u,p,4,,,
SPACED.UNLESS IMMEDIATELY INSTALLED,SET EXTERIOR PLANTS AND TREES IN SHADE,
I ��J qN O'4RO +i++
PROTECT FROM WEATHER AND MECHANICAL DAMAGE,AND KEEP ROOTS MOIST.
STA*IE ,��o� ,,.........ti.9+++:
25. SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS. z THE JOHN R. •:
1-- O : n I McADAMS 12 c
26. EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP 0z `�I,�--�� PLANT SCHEDULE INDIAN TRAIL % � ;COMPANY, INC. • � �
DEFINITION. w w t ti
_ � PLAN CANOPY TREES QTY COMMON NAME BOTANICAL NAME CAL HEIGHT
++!n S„('.-D293 ,•'^,QC
27. CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO N.T.S. ++s,'i ••. •••••••,.••OQ:,,�.`
INSTALLATION. I ARBORTIE MATERIAL Q 68 Willow Oak Quercus phelios 2.5" 8' MIN ++�����0��A�,�;,.•`�
28. REMOVE ARBORTIE GUYS AND STAKES AT END OF WARRANTY PERIOD OR SET TRUNK PLUMB ARBOR KNOT
ESTABLISHMENT. ' 86 Shumard Red Oak Quercus shumardii 2.5" 8' MIN `�IUiiiiiN4
�( ‘.t10� ti ...• <
29. FINISH GRADING:GRADE PLANTING AREAS TO A SMOOTH,UNIFORM SURFACE PLANE Q` .•..NDS •. /w'�
V TREE SHALL HAVE SAME o 36 Allee Lacebark Elm Ulmusparvifolia 'Allee' 2.5" 8' MIN Q : L ;It.• %
'z WITH LOOSE,UNIFORMLY FINE TEXTURE.GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF Illlllli IIIIPiiu, RELATIONSHIP TO FINISH .�►,•o `°
c FINISH GRADESFINISH .ON.LIMIT OLL AND RAKE,FINIISHED GRADINGOVE RIDGES,AND FILL TO AREAS THAT CAN BE PRESSIONS TO PLANTEDN HE MEET WOOD STAKE GROUND 911dII1I1111 °'IIIIIIIBVIIIIp PREVIOUSS EXISTING IT GRADE 9 P 'lc ;� may`: *,
ill
0 48 Bos ue Elm Ulmus arvifolia 'Basque' 2.5" 8' MINy _
IMMEDIATE FUTURE. ANCHOR DRIVEN INTO Ilpl 41V 3" PINE STRAW TYP. 15 n'
30. ALL MULCH TO BE PINE STRAW PER BALLANTYNE CORPORATE PARK STANDARDS. SUBGRADE \ V 1114 rl ( ) =_13 . ` J �,;
Il� ��
o IIIII Ili,(III 5" SOIL SAUCER //�'., "�`
o (III QI �VIIIIIIgII� PLANTING MIX BACKFILL ��qrirrl iIIN)��`\
en
pull Ipl� , (/8••.. . $��,,
NICHOU
C � plll
�pIIIII°°louool� ��� �I/i �IIIIIIusllu . REVISIONS
I
��, II III FINISH GRADE
-I I I III`` T- I- ROOTBALL / jl. Il j I±.I NO. DATE
12
PREVENT SETTLING MIXCOMPACT PLANT TO = S •
�i'G+over#44,4��,�% �Qp%/N°i I 1Ii��r 12" MIN.
Y \ 0.1•e.4242••i ( I I I
LOOSEN SUBGRADE AND-
m REMOVE IMPERVIOUS I-11-ITI-)1 hI I `I
a DEBRIS 'I ��Mil . I ILi( ll IEL 11.
NOTES: 12"' MIN.
nii-
1. EVERGREEN TREES 2" CAL. OR SMALLER TO BE STAKED. PLAN INFORMATION
c 2. STAKING BASIS OF DESIGN PRODUCT: ARBORTIE OR APPROVED EQUAL.
3. STAKING TO BE REMOVED AFTER 2 GROWING SEASONS PER MANUFACTURER'S SPECIFICATIONS.
$ 4. PROVIDE WATER CRYSTALS PER MANUFACTURER'S RECOMMENDATIONS FOR PINE TREES. PROJECT NO. KLP-19000
ES
c
O
2 FILENAME KLP19000-LS
CHECKED BY ANL
s
c DRAWN BY ANL
n EVERGREEN INSTALLATION
c G SCALE: NTS SCALE 1„_-100'
o DATE 01. 17. 2020
s SHEET
a
DETAILS +
x
a CALCULATIONS
1_,..
cc,
15 . 01
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION