SW5190701_Plan_(Set)_20190715

DRAWING INDEX 0
COVER SHEET
G1.0
EXISTING CONDITIONS
G1.1
DEMOLITION &EROSION CONTROL
PHASE I PLAN
G1.2
EROSION CONTROL PHASE II PLAN
G1.3
SITE PLAN
G1.4
UTILITY PLAN
G1.5
GRt1DING &STORM DRAINAGE PLAN
G1.6
LANDSCAPE &AMENITY PLAN
G1.7
�
LIGHTING PLAN
G1.8
I EROSION CONTROL DETAILS
C-2.1
�
SITE DETAILS
C-2.2
SITE DETAILS
C-2.3
� STORM DRt1IN DETAILS
C-2.4
UTILITY DETAILS
C-2.5
UGS DETAILS
C-2.6
ARCHITECTURAL SITE PLAN
A-001
PICNIC SHELTER DETAILS
A-002
�1 _
CUP NOTES & CONDITIONS:
SEE SHEET A-001
7 �1
SILER SCHOOL SQUARE
502 WEST THIRD STREET
SILER CITY, NC 27344
(CUP # 01-18 APPROVED 03/19/18)
TOWN OF SILER CITY ZONING MAP (NTS)
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SITE 3.
39
UN
PROJECT CONTACTS
CIVIL ENGINEER: C-3 DESIGN & ENGINEERING, PLLC
_ CHAD E. ABBOTT, PE
P.O. BOX 361
CREEDMOOR, NC 27565
919-625-7368 / [e-mail]
SURVEYOR. INFINITE LAND DESIGN, P.C.
117 NORTH CHATHAM AVENUE
SILER CITY, NORTH CAROLINA
[phone]
ARCHITECT." STEELE GROUP ARCHITECTS
Cw�. i I �t STEVE NELSON
217 WEST SIXTH STREET
.ppWINSTON-SALEM, NC 27101
[e-mail]
PM&E ENGINEER: REHAB ENGINEERING, P.C.
FLAY BLALOCK
401 EAST FOURTH STREET, SUITE201
WINSTON SALEM, NC 27101
336-714-8935 [e-mail]
PUBLIC
PLANNING: TOWN OF SILER CITY - JACK MEADOWS
311 N SECOND AVENUE
SILER CITY, NC 27344
919-742-2323 [e-mail]
FIRE CHIEF." TOWN OF SILER CITY- SCOTT MURPHY
310 NORTH CHATHAM AVENUE,
SILER CITY, NC 27344
919-742-4424 / [e-mail]
WATER & SEWER: TOWN OF SILER CITY- JOEY SMITH
701 NORTH DOGWOOD AVENUE
SILER CITY, NC 27344
919-742-4732 [e-mail]
NCDOT." MATTHEW KITCHEN/ MICKEY PATE
300 DOT DRIVE
ASHEBORO, NC 27204
336-318-4025 / mwkitchen @ncdot.gov / [e-mail]
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EROSION
CONTROL:
NCDEQ
3800 BARRETT DRIVE
RALEIGH, NC 27609
919-791-4200
STORMWATER.
TOWN OF SILER CITY - JACK MEADOWS
311 N SECOND AVENUE
SILER CITY, NC 27344
919-742-2323 [e-mail]
ENGINEERING:
MCGILL ASSOCIATES
DAVID HONEYCUTT
5400 TRINITY ROAD #107
RALEIGH, NC 27607
919-378-9111/[e-mail]
kF SUBMITTAL & REVIEW LOG
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MAY3rd, 2019 - CHATHAM COUNTY, NCHFA (VIA OWNER/ARCH)
MAY 20th, 2019 -TOWN OF SILER CITY
JUNE 17th, 2019 - TOWN OF SILER CITY
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C3 PROJECT #:
18-023
REVIEW PROJECT #:
XX-XXX
SHEET #:
C-1.0

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a)
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
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b)
NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
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FIRM DURING THE COURSE OF THIS SURVEY.
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IS SURVEY DOES TITLET CERTIFY LEGAL
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BOUNDARIES SHOWN.
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THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON—EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
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WITHIN THE BOUNDARIES AS SHOWN HEREON.
_
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COPYRIGHT FEBRUARY 27, 2019 BY LAND SERVICES,
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CHARLES ODELL ELIASON, PLS-3599,
C�
SILER CITY, NORTH CAROLINA.
COPIES OF THIS PLAT MAY ONLY
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BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
gYMBOL
LEGEND
O /PS
IRON PIPE SET
OO /PF
3/4" IRON PIPE FOUND
O RRS
RAIL ROAD SPIKE SET
OO RRF
RAIL ROAD SPIKE FOUND
O ECM
EXISTING CONCRETE MONUMENT
O CMP
COMPUTED POINT
x
FENCING
- OVHD
OVERHEAD UTILITY LINES
- NCDOT -
NCDOT EASEMENT LINE
UTILITY POLE W/ OVERHEAD LINES
®
WATER SUPPLY WELL
PERK SITE
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SANITARY SEWER MANHOLE
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LINE TABLE
LINE
BEARING
DISTANCE
L 1
N
33"58'04 "
W
49.86'
L2
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66"46'02"
W
50.14'
L3
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66-43'14"
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99.74'
L4
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66.41 24"
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73.13'
L5
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67" 7 8'47"
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NOT TO SCALE
I, CHARLES 0. ELIASON, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCE RECORDED
IN THE CHATHAM COUNTY REGISTRY IN DEED BOOK 1628 PAGE 271);
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION FOUND (AS SHOWN); THAT THE RATIO OF
PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS
1:10,000+; THAT THE AREA HAS BEEN DETERMINED BY THE DMD
METHOD; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS
MY ORIGINAL SIGN ATURE,REGISTRATION NUMBER, AND SEAL THIS 18 th
DAY OF APRIL 2019 A.D.
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CHARLES ODELL ELIASON PLS — 3599
I, Charles 0. Eliason, Professional Land Surveyor No. L — 3599, certify
Nto one or more of the following as indicated thus, —
�/ O _(c) Any one of the following:
�3— 1— That the survey is of an existing parcel or parcels of land
and does not create a new street or change an existing street.
IN GRPTE 2— That the survey is of an existing building or other structure, or
pRPIN0F pN > natural feature, such as a watercourse;
TOF5I9I II.TE° �"O 3— That the survey is a control survey.
E-1'0"T5 5
Vp CHARLES O. ELIASON PLS L-3599
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NOTES:
APPLICABLE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE
IS STABILIZED. FREQUENT CHECKS
OF THE DEVICE AND TIMELY
�Py MAINTENANCE MUST BE PROVIDED
¢OPT BY CONTRACTOR.
JOA��
S0.
sz �Ra �/� Fqs�
20'R MI N- � O
25 �
8" MIN i
2-3" COARSE AGGREGATE
O O
FILTER FABRIC UNDER STONE
AND ON SIDES
NOTES:
WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM (100'L MIN IN URBAN AREAS). IF THE ADJOINING
ROADWAY IS WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE ADJOINING
ROADWAY.
TURNING RADIUS OF 20' MINIMUM TO ACCOMMODATE LARGE TRUCKS SHALL BE PROVIDED.
ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM USE BY ALL CONSTRUCTION VEHICLES.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
ADJACENT STREETS.
PERIODIC TOP DRESSING WITH STONE (2" THICK) WILL BE NECESSARY. ANY MATERIAL WHICH STILL
MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
TEMPORARY CONSTRUCTION EXIT / ENTRANCE
NTS
CONSTRUCTION SEQUENCE:
1.
OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS AND PERMITS
INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPROVAL OF SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS,
UTILITIES, ETC.; EROSION CONTROL PLAN APPROVAL AND GRADING PERMIT, • ZONING COMPLIANCE PERMIT, • DRIVEWAY PERMIT FROM
NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL NOT BE INTERRUPTED DUE TO
LACK OF APPROVED PLANS.
2.
SCHEDULE AND HOLD A PRECONSTRUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING
WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND
EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN.
3.
LOCATE A JOB-SITE/INSPECTION BOX IN A SECURE PLACE ON SITE TO HOUSE THE GRADING PERMIT AND APPROVED EROSION CONTROL
PLAN AND TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONNEL SHOULD
CHECK THE BOX DAILY FOR THIS CORRESPONDENCE. PROVIDE CONTACT INFORMATION WITH NOTE TO "CONTACT C3 DESIGN &
ENGINEERING @ 919-625-7368 SHOULD ANY ISSUES ARISE DURING CONSTRUCTION".
4.
INSTALL SILT FENCE, SILT FENCE OUTLETS, SKIMMER BASIN AND THE GRAVEL CONSTRUCTION EXIT AS SHOWN ON THE PLANS. AS NOTED,
CONTRACTOR SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS CREATE
PLACE FOR SITE RUNOFF TO COLLECT/POND.
S.
CALL FOR INSPECTION IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE -CONSTRUCTION MEETING FOR INSPECTION OF INITIAL E&S
CONTROL MEASURES.
6.
UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN.
MAE H STOVALL
7.
BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE BUILDING FOUNDATION GRADES AS SOON AS POSSIBLE.
DB 5331 / PG 0001
8.
ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE. ANY
PARCEL ID: 0016054
SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES
ZONING. R-10
WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(d). DISPOSAL ATANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A
SIZE. 0.30 AC
PERMIT REVISION FOR THIS APPROVAL.
USE. SINGLE FAMILY RESIDENTIAL
9.
TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME. SEE TEMPORARY SEEDING SCHEDULE.
10.
INSTALL UNDERGROUND UTILITIES AS FILL AND CONSTRUCTION PROGRESS PERMITS.
11.
INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. REFER TO THE EROSION
CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO
RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES, • DO NOT WAIT FOR THE EROSION CONTROL
INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD
OR DEBRIS IS TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
12.
IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE
LAND -DISTURBING ACTIVITV IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFV ENGINEER OF THE NEED FOR
MAE H STOVALL
DB 548 / PG 0871
PARCEL ID: 0016061
ZONING. R-10
SIZE. 0.60 AC
USE. SINGLE FAMILY RESIDENTIAL
LAURA R LOFLIN
DB 1955 / PG 0424
PARCEL ID: 0016010
ZONING. R-10
SIZE. • 0.30 AC
USE. SINGLE FAMILY RESIDENTIAL
MARIA TEODORA HERNANDEZ
DB 1358 / PG 0410
PARCEL ID: 0016051
ZONING: R-10
SIZE. 0.24 AC
T USE. SINGLE FAMILY RESIDENTIAL
0
ADDITIONAL MEASURES. �ss/ / / /
13. ONCE SITE GRADING IS COMPLETE, REMOVE CONSTRUCTION ENTRANCE IF LOCATED IN THE DRIVE LOCATIONS AND INSTALL SIDEWALKS TRANSFORMER TO REMAIN
N° (PROTECT DURING DEMO
AND CURB/GUTTER IN ALL PAVED DRIVES SO THAT THEY CAN BE STABILIZED WITH STONE BASE. 0 � ` � � ACTIVITIES)
14. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS PER THE PLANS.
15. ONCE ALL AREAS ARE STABILIZED, CALL FOR FINAL INSPECTION AND APPROVAL TO REMOVE SILT FENCE AND OTHER REMAINING EROSION
CONTROL MEASURES. / 0 ALL ASPHALT IN
16. CONVERT SKIMMER BASIN TO PERMANENT WETLAND a7 RIGHT-OF-WAY TO
17. DEMLR'S INSPECTOR IS TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES. L / /Ss/ s REMAIN
N°
SS/ /
/ Z O ±2,606.2 SF OF EXISTING
EROSION CONTROL NOTES / °°°° / BUILDING TO BE
CONSTRUCTION
ENTRANCE/EXIT
/
SS/
/
/
Ss/
SS/
WM /
N Ss/
/
/
s/
Ss/
s
SS/
SS_- \\/
5� 7
� g' OC MAX --� � /� �Z---,
DEMOLISHED
NOTES. 1. THIS SITE IS SUBJECT TO ALL NCDENR EROSION AND STORMWA TER REQUIREMENTS. 7j\
1) TOTAL DRAINAGE AREA FLOWING TO THE FENCE MAY 2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND
CE
SPECIFICATIONS OF THE NORTH CAROLINA DEPT. OF ENVIRONMENTAL QUALITY OR TOWN OF SILER CITY �
\ \
SILT FEN - NOT EXCEED 1 ACRE. 2) SILT FENCES SHOULD NOT BE USED AT PIPE STANDARDS. THE CURRENT STATE STANDARDS AND SPECIFICATIONS CAN BE FOUND AT.-
\
/ s Z O
f OUTLETS OR IN AREAS OF CONCENTRATED FLOW https.Ildeq.nc.govlabout/divisions/energy-mineral-land-resources/
(CREEKS, DITCHLINES SWALES ETC.) energy-mineral-land-permit-guidance%rosion-sediment-control-planning-design-manual. r>
1 3. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION
FLOW OF TO INCREASE STORAGE CAPACITY AND PROLONG THE LIFE OF RELATED SEDIMENT LADEN RUNOFF SHALL APPLYAND BE STRICTLYADHERED TO.
TORAGE PIT J WATER THE SILT FENCE, IT IS GENERALLY ADVISABLE TO DIG A 4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR
SEDIMENTS SEDIMENT PIT IN FRONT OF YOUR SILT FENCE WHENEVER DRAIN TO. ADDITIONAL OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND \ 1 M POWER POLE
F�0 POSSIBLE. STORMWATER PONDS DURING CONSTRUCTION. RELO dj
p S. SEE DETAIL SHEET C-2.2 FOR SEEDING REQUIREMENTS. ALL AREAS SHALL BE MULCHED OR OTHERWISE
COVERED PER THE STABILIZATION CHART.
6. ALL SLOPES GREATER THAN 3.1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC150 OR 0
APPROVED EQUAL. ALL OTHER AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS.
12 GAUGE 4"X4" OR 2 "X4" WELDED WIRE 7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAINS �-
HOOKED ONTO PERFORMED CHANNELS ON EFFECTIVENESS AT CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE. \ �o
> 93,000 SF TO BE \ � � DIAMARA GABRIELA PEREZ SANCH!
STEEL POSTS. (NO WOOD POSTS) \ DISTURBED DB 1949 / PG 0457
o PARCEL ID: 0016050
ZONING. R-10
T� T T T� 7 N6 °� 1 �° \ ����� 0� SIZE. • 0.28 AC
ULTRAVIOLET RESISTANT (BLACK) MIRIFI DEMOLITION NOTES: \ s` \ ° USE. SINGLE FAMILY RESIDENTIAL
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CLIPS OR WIRE AT 8" OFF SILT FENCE OUTL T
° 1. ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITH ALL
CENTER.
o ° APPLICABLE TOWN, COUNTY, STATE, AND FEDERAL REGULATIONS. \ (> / SILT FENCE OUTLET (TVP.)
MAX. SEDIMENT STORAGE LEVEL. REMOVE 2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A
° o ° SEDIMENT WHEN THIS LEVEL IS REACHED OR PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO AND APPROVED BY THE TOWN AND OWNERS PRIOR n o 0
o
M o o 8 0 - - - AS DIRECTED BY CONSERVATION INSPECTOR.
TO COMMENCING DEMOLITION ON CORRESPONDING STRUCTURES. \ \ \ ±168.34 LF OF OVER EAD
o = - - 3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE s5, \ \ \ ELECTRICAL TO�BE
° - SURVEYS REFERENCED ON SHEET C-1.1. OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES, ESPECIALLY \ ` RELOCATED
0 0 - - - - - - - - - TRENCH, COVER W/ SOIL &TAMP BACKFILL. RELATED TO THE EXISTING STRUCTURE, MAY EXIST AND SPECIAL CARE SHALL BE EXERCISED DURING ANY`-o>
° - - - - - - - - - - - - - SHEET DRAINAGE (ONLY) SUBGRADE WORK OR DEMOLITION. \ THERE IS GRADING (FILL) 00
- - - - - - - - - - - - - - - 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT OR SILER CITY \ REQUIRED IN`,HE AREA
NATURAL GRADE \ WITHIN THE TREE - - - - RIGHTS -OF -WAY. ANV DAMAGED INFRASTRUCTURE IN THE RIGHTS -OF -WAY CAUSED BY CONSTRUCTION WM �- ✓ \ THERE IS GRADING (ILL) /
�� % \PROTECTION ZON .
CARRY APPROX.12" OF FABRIC INTO TRENCH ACTIVITIES MUST BE REPAIRED TO NCDOT AND/OR THE TOWN OF SILER CITY STANDARDS. THIS INCLUDES, \ °> \ � REQUIRED IN THE A EA
BUT IS NOT LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER, AND PAVEMENT. FENCE TO BE \ 1 WITHIN THE T EE
TEMPORARILY REMOVE EXISTING BUILDING
- IIIIIIIIIIIIIII-III- 0
IIIIIIII III III III III III III
111-111-111g
o
Z I II I li � I S. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL PLAN PRIOR TO ANY WORK WITHIN THE NCDOT PROTECTION ZONE. FENCE TO �
FOR GRADING FFE 112.23
RIGHT-OF-WAY. ACTIVITIESBE TEMPORARILY REM0 ED CO
ry i- 6. ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR ABANDONED PER THE CORRESPONDING SERVICE .
CARRY 6" OF WIRE INTO TRENCH. a �08� PROVIDERS GUIDELINES. FOR GRADING ACTIVIT ES. v0
w 0 STEEL POSTS @ 8' O.C. MAX.. (NO WOOD POSTS) 7. CONSTRUCTION WASTE SHALL NOT BE BURIED ON SITE.
MAINTENANCE.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD
THE FABRIC OF A FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPLV. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALSAND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE ARE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
SILT FENCE
FILTER OF 1 INCH DIAMETER
#57 WASHED STONE
0 oVo
NOTE.•o 0
SILT FENCE FABRIC TO OVERLAP o 0 0
HARDWARE CLOTH BY 12 INCHES o 0
0 0 0 0 0
STEEL FENCE POST
WOVEN WIRE FABRIC SILT FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH
FILTER OF #57 3' FILTER FABRIC
WASHED STONE ON GROUND
FLOW DIRECTION °p
P
O
O
HARDWARE CLOTH
STEEL FENCE POST SET
MAXIMUM 2 FEET APART
INTO SOLID GROUND
STEEL FENCE POST
WIRE FENCE
NOTE: _ _ -
1.) REMOVE SEDIMENT WHEN HALF FULL. - -
2.) REPLACE STONE AS NEEDED TO ENSURE DEWATERINGflNOTE.
- BURY WIRE FENCE AND HARDWARE
FRONT VIEW CLOTH 6", BURY UPPER EDGE OF FILTER
FABRIC APRON IN TRENCH 6"
STANDARD SILT FENCE OUTLET
NTS
109_
/ 0l�
-1,V2� DiVEkSIO /
�� SIDO BE DEMOLISH
THE PLJ GROUP II INC\ 1 -
DB 1714 / PG 1036 /
PARCEL PIN. 0016036 6" RAPE MYRTLE
ZONING: OI °� TO E REMOVED � �� � � 05 al � �
SIZE. • 1.33 AC 11
USE. CHATHAM PRIMARY CARE Q.
\ o o --BAFFLES (TVP.) 7 05 0 i
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SYMBOL LEGEND
OO IPS IRON PIPE SET ® r �S� TREE PROTECTION FENCE
® IPF \ g ° 0 0 / / ssY SHOWN, BUT AREA NOT
Q ��G� SHOWN TO BE DISTURBED. C
0 3/4" IRON PIPE FOUND
OO RRS RAIL ROAD SPIKE SET � \ � � � � / �S ��� ' IF ANCILLARY WORK IS �
0 RRF RAIL ROAD SPIKE FOUND ° / Ss/
REQUIRED IN THIS AREA,
ECM EXISTING CONCRETE MONUMENT �9 / / ` CONTRACTOR SHALL
0 v
`s Q � j /ss� -99 INSTALL TREE PROTECTION
OO CMP COMPUTED POINT CLUSTER OAK (±26"ALL SJ GEORGIA INVESTOR LLC FENCE AS SHOWN.
FENCING TOGETHER) TO BE \ 9 6 \ DB 16L / 0 0583
X r ^ V J
PARCEL PIN: 0016024
OVHD . OVERHEAD UTILITY LINES REMOVED a \� / ZONING. C-C 1
_ 98- SJ GEORGIA INVESTOR LLC �I
NCDOT NCDOT EASEMENT LINE 3'X3' C S A RIPJRA SIZE. • 0.30 AC DB 1622 / PG 0583 N
PLUNGE PO 0L/ USE. GAS STATION PARCEL PIN: 0016025 O U
O UTILITY POLE W/ OVERHEAD LINES ° /S
ZONING. C-C
WO WATER SUPPLY WELL / / / SIZE. 0.48 AC �7 O O
ALL SERVICES INC USE. GAS STATION
PERK SITE Vs ^ 96 DB 1405 / PG 0696
PARCEL PIN. 0016026
a
S ZONING: C-C U U~ �� O
= FIRE HYDRANT SIZE.- 0.30 AC
r^
USE: VACANT • � v J � O
O SANITARY SEWER MANHOLE
p; MOHAMMAD AKRAM
WATER VALVE DB 1332 / PG 0373
PARCEL PIN. 0016020 C W O
ZONING. C-C
STABILIZATION TIMEFRAMES SIZE. 0.30AC U U n r ,
USE: SINGLE FAMILY RESIDENTIAL j� �/
Site Area Description Stabilization Timeframe Exceptions Know what's below. GRAPHIC SCALE C3 PROJECT #:
Call before you dig. 15 0 7.5 11�15 30 60 18-023
- Perimeter dikes, swales, 7 days None / \
ditches and slopes /
(IN FEET) REVIEW PROJECT #:
- I I High Quality Water (HQW) 7 days None 1
Zones � 1 inch- 30 ft.
if slopes are 10' or less in length \ 111 111
Slopes steeper than 3.1 7 days and are not steeper than 2.1, 14
days are allowed / \ TOTAL DISTURBANCE: SHEET #:
Slopes 3.1 or flatter 14 days 7 days for slopes greater /
than 50' in length 92)000 SF (2.11 AC)
All other areas with slopes 14 days None, except for perimeters and z� 1.2
flatter than 4.1 HQW Zones

STAPLE PATTERN ON�DE
FOR BLANKETS AND UNERS
*2 "-5" (5cm-12 5C\ \ *2'-5" (5cm-12.5cm)
3' (0.9m) Seam Stitch'M
6' (1.8m)
3. 5' (1. OM)
\UJ
1 *2"-5" (5cm-12.5c
6' (
0.7 STAPLES PER So. YD.
(0.8 STAPLES PER So. M)
For blankets with the optional North American
Green DOT System'" place staples/stakes
through each of the BLUE colored dots.
*2 "-5" (5cm-12.5cm)
r Stitch M
FM)
Om)
NORTH
AMIEMCAN
GREEN
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
USA 1-800-772-2040
CANADA 1-800-448-2040
www.nagreen.com
2"-5" (5cm- 12.5cm)
3' (0.5m)
Seam Stitch'M
3' (1.Om)
1.15 STAPLES PER So. YD. 1.7 STAPLES PER So. YD.
(1.35 STAPLES PER SO. M) (2.0 STAPLES PER SO. M)
h h n l hAmerican For blankets with the optional North American
For blankets w t t o opt o a Not p
Green DOT System �M place staples/stakes Green DOT System ' place staples/stakes
through each of the RED colored dots. through each of the GREEN colored dots.
*2 "-5" (5cm- 12.5cm) 2' (0 \ *2 "-5" (5cm-12.5cm) \ *2"-5" (5cm-12.5cm)
Seam StitchTl 4 ( 10" (0.25m)
' (1.2\ • • •
4' 7.2m) 0 Seam Stitch'M
20" (05m) 10" (0.25m)
3.3' (1.Om) 20'(0.5m)
0 0 0 • • 3.3' (1.0m)
cl 0 0 0 D• • • •
3.4 STAPLES PER So. YD. 3.75 STAPLES PER So. D.
(4.1 STAPLES PER So. M) (4.5 STAPLES PER So. M)
For blankets with the optional North American For blankets with the optional North American
Green DOT System place staples/stakes Green DOT System "m place staples/stakes
through each of the WHITE colored dots. through each of the YELLOW colored dots.
*Location of Seam Stitch TMwill vary depending on North American Green product type:
MAINTENANCE FOR ALL MATTING APPLICATIONS:
• INSPECT FOR LOOSE ENDS/AREAS AND RESTAPLE AS NEEDED
• INSPECT AFTER RAIN EVENTS TO ENSURE THAT WATER IS NOT UNDERMINING THE BLANKETS/MATTING. IF
SO, FILL IN THE SCOURED AREAS, REPLACE MATTING AND RESEED. CONTACT ENGINEER TO CONFIRM
THAT ADDITIONAL MEASURES ARE NOT NECESSARY TO PREVENT FUTURE WASHOUTS.
• SHOULD CONSTRUCTION OR THE PROJECT LAST LONGER THAN EXPECTED, REPLENISH MATTING AS
APPROPRIATE BASED UPON DESIGN LIFE OF MATTING. RE -INSTALL AND RESEED AS REQUIRED BY THE
CORRESPONDING INSTALLATION INSTRUCTIONS AND DETAILS FOR THIS PROJECT.
6"
(15cm)
4"-6"
(10-15cm)
7 '
I 6'
(15cm
U
TYI'ICr1L SLOPE BLANKET INSTALLATION
NORTH
AMER�CAN
GREEN
(15 cm)
MAE H STOVALL
DB 548 / PG 0871
PARCEL ID: 0016061
ZONING. R-10
SIZE. 0.60 AC
USE. SINGLE FAMILY RESIDENTIAL
LAURA R LOFLIN
DB 1955 / PG 0424
PARCEL ID: 0016010
ZONING. R-10
SIZE. • 0.30 AC
USE. SINGLE FAMILY RESIDENTIAL
\N
/
ss/
/
/
Ss/
SS/
/
/
/
cs/
/
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MAE H STOVALL
DB 5331 / PG 0001 r
PARCEL ID: 0016054 CONSTRUCTION �`gT 5 O ° MARIA TEODORA HERNANDEZ
ZONING: R-10 ENTRANCE/EXIT /' Q� dj �� 1 1 5 (b DB 1358/PG 0410
SIZE. 0.30 AC / PARCEL ID: 0016051
USE. SINGLE FAMILY RESIDENTIAL , S D ZONING: R-10
SIZE. 0.24 AC
USE. SINGLE FAMILY RESIDENTIAL
\ O
S
TRANSFORMER TO REMAIN
0 / \ ACTROTECT IVITIES)URING DEMO
ALL ASPHALT IN
�N /'es / o / 0 RIGHT-OF-WAYTO
REMAIN
0 Y70
° / \
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♦ \ J0 U
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° ° > DB 1949 / PG 0457
s N O ° PARCEL ID: 0016050
°°� `� o ZONING: R-10
�6 > ° � SIZE. • 0.28 AC
M o O
V DIVERSION
0 ° \ 0
s S` 1 // Jc� ° o \\ �� USE. • SINGLE FAMILY RESIDENTIAL
-1 � \ \ � � � � SILT FENCE OUTLET (TVP.)
LL
05
s
SILT FENCE OUTLET VP.j \ \ �� \ ♦♦ O �'
THERE IS GRADING (FILL) INLET PROTECTION
REQUIRED IN�HEAREA (TVP.) O
\ �WITHIN THE TREE WM \� + WITHIN
ZON . I � � �� EXISTING BUILDING THERE IS GRADING (ILL)
> FFE 112.23 REQUI� THE A EA
THIN THE T EE
J FENCE TO BE � \ 1
1 TEMPORARILY REMOVED\ T \ \ 01
PROTECTION ZONE. FENCE TO I Y
12"(30cm) I CHANNEL \ a FOR GRADING I \ �N \ BE TEMPORARILY REMO ED
6"
(15cm)
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARYAPPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE. WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMA TEL Y 2"-5" (5cm-125cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PL THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040
4"(10cm)
6"
(15cm) 4 '(10cm)
0
"� VA
�'h�AVA�
i e-e-
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° \
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®
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
A A
B C B C
Drawing Not To Scale
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040
Poseyville, IN 47633 www.nagreen.com FDrawn on: 5-4-17
ACTIVITIES. ° w
\ FOR GRADING ACTIVIT ES. ( r0
INSTALLATION �� �W_ o� �� \
- \ o '�� ♦ A \ A � NT I 100
DETAIL ,�� 7C)
1. Prepare soil before installing rolled \ \ ♦ \ \ \ SKIMMER BASIN (Q10 = 7.32 ff§)
erosion control products (REM), �7 �� V A TOP DAM = 103.50 i f
\ w \ • WEIR ELEVATION - 00
including any necessary application of 'os �♦ _ BOTTOM = 99 (>2 0W), Og 2
time, fertilizer, and seed rAQ a \\ k♦ /
2. Begin at the top of the channel by \ ONCE STORM DRAN� < +
DRAIN AR A -
CONSTRUCTION STARTS, UIRED-VOLUME-1306 CF T
anchoring the RECPS in a 6"(15cmj � `� } \ 1 AC{UAL OLti�1E = 6,340 CF @ 102.00
deep X 6"(15cm) wide trench with '1��2 I ONTRACT CAN OUTLET PIPE INTO V 1 �V
BASIN AND INSTALL REMAINFNG \ 1 QWRED SURFACE AREA = 2� �� /
approximately 12"(30cm) of RECPS \ - I11 S TIONSAN�TRUCTURESOI�CE� ACTUAL SURFACE AREAx2�6I SF @ 102.00
extended beyond the up -slope portion THE PLJ GROUP II INC \ T HE BASIN IS REMOVED or SEAL ALL SKIMMER SIZ - 1�5­(0.6",RADIUS O E) / q of the trench. Use ShoreMax mat at DB 1714 / PG 1036 INLETS SUCAI%ArTjWATER IS PARCEL PIN1 �
ZONING: 01f/ O
0016036 . 1
the channel/culvert outlet as � Mop DIVERTED TO TF�E BASIN. T �1 � 05 al \
/
supplemental scour protection as SIZE. • 1.33AC �\ BAFFLE�VP)
needed. Anchor the RECPS with a row USE. CHATHAM PRIMARY CARE ��\ EXTEND DIVER§MJV AND
of staples/stakes approximately \ o> TTING TO TOE OF SLOPE I�r 0S
AT BOTTOM OF BASIN-- o
12"(30cm) apart in the bottom of the SKIMMER � � 1 705-j
trench. Backfill and compact the
trench after stapling. Apply seed to the -� 00 °' ♦ o s 9 �3/ ass V0 -�
compacted soil and fold the remaining \ ti"- n0- /ss
12"(30cm) portion of RECPS back over
0
\\ � ass
the seed and compacted soil. Secure s
RECPS over compacted soil with a ��g� r
l k d S TOP
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- •
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CONSTRUCTION
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row of stag es/sta es space
approximately 12" apart across the M ® width of the RECPS. �, S TREE PROTECTION FENCE
` j , r`��(}
3. Roll center RECPS in direction of water Vg 700 / ssY' ��J SHOWN, BUT AREA NOT
flow in bottom of channel. RECPS will ° /� S �N SHOWN TO BE DISTURBED.
\ / IF ANCILLARY WORK IS
unroll with appropriate side against \ o \�j Q �� i \N SS/ (��� REQUIRED IN THIS AREA, ;� O
the soil surface. All RECPS must be V 9 y \TTL, / ` CONTRACTOR SHALL v ^'
securely fastened to soil surface by INSTALL TREE PROTECTION
SJ GEORGIA INVESTOR LLC Y N
placing staples/stakes in appropriate IW WIDE \96- \ / DB 1622/PG 0583 FENCE AS SHOWN.
locations as shown in the staple EMERGENCY 0 \ PARCEL PIN. 0016024 v J
' ZONING. C-C
SPILLWAY LINED = i� N � �98- SJ GEORGIA INVESTOR LLC
pattern guide. 3''C
WITH IMPERMEABLE ° X3�S A RIPR � SIZE. • 0.30 AC DB 1622 / PG 0583
4. Place consecutive RECPS end -over -end MEMBRANE / PLUNGE PSgOL' USE: GAS STATION PARCEL PIN. 0016025 ^ O Z O
ZONING: C-C
(Shingle style) with a 4%6" overlap. H
s° / �9 j
Use a double row of staples staggered A s/ SIZE.
STATION
apart and 4" on center to secure 0 N1 ^ ALL SERVICES INC USE. O U
\ 96� DB 1405/PG 0696 c
RECPS. SYMBOL LEGEND 0 PARCEL PIN. 0016026
5. Full length edge of RECPS at top of ZONING: C-C F--� Q.)side slopes must be anchored with a O IPS IRON PIPE SET 9 U O
SIZE. • 0.30 AC
row of staples/stakes approximately IPF 3/4" IRON PIPE FOUND USE. VACANT O T
12"(30cm) apart in a 6"(15cm) deep X 0 RRS RAIL ROAD SPIKE SET r1i 1�
6"(15cm) wide trench. Backfill and RRF RAIL ROAD SPIKE FOUND
compact the trench after stapling. El ECM EXISTING CONCRETE MONUMENT MOHAMMAD AKRAM
6. Adjacent RECPS must be overlapped 0 CMP DB 1332/PG 0373 O
approximately 2%5" (5-12.5cm) COMPUTED POINT
PA X FENCINGZONING. 020
NG: C-C
(Depending on RECPS type) and OVHD . OVERHEAD UTILITY LINES SIZE. • 0.30 AC U J R
stapled. NCDOT NCDOT EASEMENT LINE USE. SINGLE FAMILY RESIDENTIAL
7. In high flow channel applications a UTILITY POLE W/ OVERHEAD LINES GRAPHIC SCALE C3 PROJECT #:
staple check slot is recommended at / 15 0 7.5 15 30 60
30 to 40 foot (9 -12m) intervals. Use a 0 WATER SUPPLY WELL / \ Know what's below.iiiiiiiiiiiiiiii _ 18-023
double row of staples staggered PERK SITE Call before you dig. owwl�(IN FEET) i REVIEW PROJECT #:
4 "(10cm) apart and 4 "(10cm) on center J
over entire width of the channel. \ 1 inch 30 ft.
8. The terminal end of the RECPS must be 0, \ z FIRE HYDRANT 1X.-/%-
anchored with a row of staples/stakes TOTAL DISTURBANCE: SHEET #:
approximately 12" (30cm) apart in a \
6"(15cm) deep X 6"(15cm) wide trench. \ SANITARY SEWER MANHOLE
Backfill and compact the trench after 92,000 SF (2.11 AC)
WATER VALVE C-1 •
stapling.

VICINITY MAP
kewe o.w.
",°'" Q oMassawo carts �..
O sa. eap Fps
5. Wt51 a'dSven
SITE �
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SITE INFORMATION
CURRENT OWNER. CHATHAM COUNTY
OWNER ADDRESS. PO BOX 608, PITTSBORO, NC 27312
APPLICANT: AFTER SCHOOL, LLC
RELATIONSHIP OF
APPLICANT TO OWNER. DEVELOPER WITH CONTRACT TO PURCHASE
PROPERTY ADDRESS. 502 W THIRD ST, SILER CITY, NC 27344
PARCEL PIN: 0062694
JURISDICTION: TOWN OF SILER CITY
CITY.SILER CITY
COUNTY. • CHATHAM
STATE.• NORTH CAROLINA
WATERSHED: N/A
RIVER BASIN: CAPE FEAR
FEMA FLOOD ZONE. N/A
REFERENCE. • DB 1628 / PG 0271
EXISTING ZONING: R-3
ADJACENT ZONING: C-C, R-10, 0-1
EXISTING USE. VACANT/ UNOCCUPIED BUILDING
PROPOSED USE. APARTMENTS
REQUIRED PROVIDED
PROPERTY SIZE
• AREA: 67,500 SF 101,017 SF/2.32 AC
• WIDTH: 50 LF 293.9 LF
REQUIRED PROVIDED
SETBACKS
• FRONT. • 20' 51.14' (SOUTH)
• SIDE.20' 18.00' (WEST) / 17.67'-EXISTING (EAST)
• REAR 20' 24.90' (NORTH)
• PARKING 10, M1N.10.21'
GROSS FLOOR AREA: 40,838 SF
HEATED SQUARE FEET. 38,392 SF
1-BEDROOM APARTMENTS. 22 UNITS
2-BEDROOM APARTMENTS. 22 UNITS
CONSTRUCTION TYPE. CLASS VB
REQUIRED FIRE FLOW (PER 1CC TABLE BIOS. 1(2): 1750X.5= 875 (BLDG 1)
2500X.5= 1,250 (BLDG 2)
REQUIRED PARKING SPACES. 44 (66 MAX SPACES PER CUP)
(LOW/MODERATE INCOME HOUSING)1 SPACE PER 44 UNITS = 44 SPACES
PROPOSED PARKING SPACES: 66 SPACES (59 STANDARD, 7ADA HANDICAP)
EC PLAN LAND DISTURBANCE THRESHOLD: 1 ACRE
STORMWATER LAND DISTURBANCE THRESHOLD:
LAND DISTURBANCE AREA: 92,000 SF/2.11 AC
EXISTING IMPERVIOUS AREA: ±45,245 SF/ 1.04 AC (44.79916)
PROPOSED IMPERVIOUS AREA:
BUILDINGS: ±13,176 SF
SIDEWALKS/CONCRETE: ±5,222 SF
PARKING/DRIVES: ±25,213 SF
±43,611 SF/1.00AC
IMPERVIOUS TO BE DEMOLISHED: ±32,733 SF/ 0.75 AC
TOTAL IMPERVIOUS AREA: ±56,123 SF/ 1.29 AC (55.5696)
PROPOSED WATER SUPPLY. • TOWN OF SILER C1TV
PROPOSED SEWAGE TREATMENT. • TOWN OF SILER C1TV
SITE NOTES:
S1. SURVEY DATA AND LOCATIONS PROVIDED BY INFINITE LAND DESIGN P.C., DATED FEBRUARY 15th,
2019. FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING
BID AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.
S2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF SILER CITY AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
S3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
S4. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT RESIDENCES, BUSINESSES
AND PROPERTIES AT ALL TIMES.
S5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR CONSTRUCTION.
S6. ANY PAVEMENT MARKINGS WITHIN NCDOT ROW SHALL BE THERMOPLASTIC.
S7. CONTACT 811 PRIOR TO ANY SUBSURFACE WORK.
S8. OBTAIN FINAL ZONING INSPECTION APPROVAL PRIOR TO USE/OCCUPANCY.
S9. SHALL BE COMPLETED PER CONDITIONAL USE PERMIT RECORDED IN DEED BOOK 1997, PG 219.
Know what's below.
Call before you dig.
GRAPHIC SCALE
15 0 7.5 15 30 60
1�1(IN FEET)
1 inch = 30 ft.
/
MAE H STOVALL
DB 5331 / PG 0001
PARCEL ID: 0016054
ZONING: R-10
SIZE. 0.30 AC
USE. SINGLE FAMILY RESIDENTIAL
MAE H STOVALL
DB 548 / PG 0871
PARCEL ID: 0016061
ZONING: R-10
SIZE. 0.60 AC
USE. SINGLE FAMILY RESIDENTIAL
ass
ss-
ss�
ss�
15 R20.0
17 0/0,
SIGHT TRI NGLE`
ONN 0
_ �(ZINSITION FROM 30" - 3 '
CURB TO 24" B 0XN,o 4
55� AFTER THE T NGENT/ R3.00'
TRANS TION TO OCCUR R10.00
OVER 6'."
U , N
\ / / • 0 Al
oV
THE PLJ GROUP ll INC
DB 1714 / PG 1036
PARCEL PIN. 0016036
ZONING: OI
SIZE. 1.33 AC
USE: CHATHAM PRIMARY CARE
PROPOSED
BUILDING 1
+43398 SF
FFE: 109.75
OV,
LAURA R LOFLIN
DB 1955 / PG 0424
PARCEL ID: 0016010
ZONING: R-10
SIZE. 0.30 AC
USE., SINGLE FAMILY RESIDENTIAL
55�
,
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0
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1� KING
PAR Cy
yp
B��BERAR
116p.
o� 115PA65 R3.50' O
R10.00' 2
Q 14
0 19. 0
1.5.00' 03 0
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MARIA TEODORA HERNANDEZ
DB 1358 / PG 0410
PARCEL ID: 0016051
ZONING: R-10
SIZE. 0.24 AC
USE. SINGLE FAMILY RESIDENTIAL
. 5.00' O
18
22 C R5.0 \�
.00'
S
SQAcE �� 10 SPACES� $ 2�
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9 O `5 �
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02 X 2a
19p0 EXISTING BUILDING
4 +11 858 SF 1..
PROPOSED
BUILDING 2
±81778 SF
FE: 107.25
F8
00 FFE: 112.23 21�po
�° � R • °, � \-�/v � � � SET
i
0 000
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A 12" X 18" H SI TORIC PLAQUE
INCORPORATED INTO FLAG
POLE RECONSTRUCTION
D" 1 EFFORTS4 woo
one
�►
EX. FLAG POLE
C
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24 N
SSA
0
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MOHAMMAD AKRAM
DB 1332 / PG 0373
PARCEL PIN: 0016020
ZONING: C-C
SIZE: 0.30 AC
USE. SINGLE FAMILY RESIDENTIAL
ALL SERVICES INC
DB 1405 / PG 0696
PARCEL PIN. 0016026
ZONING: C-C
SIZE. 0.30 AC
USE. VACANT
SJ GEORGIA INVESTOR LLC
DB 1622 / PG 0583
PARCEL PIN. 0016024
ZONING: C-C
SIZE. 0.30 AC
USE. GAS STATION
216�,
DIAMARA GABRIELA PEREZ SANCHEZ
DB 1949 / PG 0457
PARCEL ID: 0016050
ZONING: R-10
SIZE. 0.28 AC
USE: SINGLE FAMILY RESIDENTIAL
N�
ss�
SJ GEORGIA INVESTOR LLC
DB 1622 / PG 0583
PARCEL PIN. 0016025
ZONING: C-C
SIZE. 0.48 AC
USE. GAS STATION
S
KEY NOTES:
OHEAVY
DUTY CONCRETE PAVING: (DUMPSTER AREA)
REFER TO DETAIL SHEET C-2.2.
OSTANDARD
DUTY ASPHALT PAVING:
(PARKING SPACES) REFER TO DETAIL SHEET C-2.2.
(3)HEAVY
DUTY ASPHALT PAVING.
(DRIVE AISLES, ROADWAYS) REFER TO DETAIL SHEET C-2.2.
®24"
CONCRETE CURB & GUTTER.
REFER TO DETAIL SHEET C-2.2.
(5)CONCRETE
SIDEWALK.
REFER TO DETAIL SHEET C-2.2.
6A
TYPE 2 CURB RAMP.
REFER TO DETAIL SHEET C-2.3.
68
TYPE 1B DIRECTIONAL RAMP.
REFER TO DETAIL SHEET C-2.3.
OSTEEL
BOLLARD:
REFER TO DETAIL SHEET C-2.2.
(8)
HANDICAP PARKING SIGN:
REFER TO DETAIL SHEET C-2.2.
(9)
PARKING SYMBOL:
REFER
REFER TO DETAIL SHEET C-2.2.
10
HANDICAP ACCESS UNLOADING ZONE.
SLOPE 2% MAX. EACH WAY (ADA COMPLIANT)
AND STRIPE AS SHOWN.
11
DUMPSTER ENCLOSURE GATE.•
REFER TO DETAIL SHEET C-2.2.
12
DUMPSTER ENCLOSURE.
REFER TO DETAIL SHEET C-2.2.
13
CONCRETE WHEEL STOP.
NOT USED.
14
PARKING LOT LIGHTING:
FINAL LOCATIONS TO BE COORDINATED WITH BUILDING
PACKAGE SITE UTILITIES PLAN BY OTHERS.
15
LIMITS OF NEW PAVING:
16
ROLL DOWN CURB @ 2H.IV.•
17
NCDOT 30" CONCRETE CURB:
REFER TO DETAIL SHEET C-2.3.
18
STRIPING:
PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE
HIGHWAY MARKING PAINT -WHITE (2 COATS).
19
SIGN LOCATION.
EXISTING SIGN TO BE REUSED & PERMITTED SEPARATELY
20
CONCRETE FLUME.•
NOT USED
21
ACCESSIBLE WARNING DOMES:
REFER TO DETAIL SHEET C-2.3.
22
2 - 2" PVC CONDUITS
FOR IRRIGATION LINES AND SITE LIGHTING WIRING
23
BIKE RACK.
NOT USED.
24
PICNIC AREA/MINI PARK. • (MINIMUM 4200 SF)
SEE DETAIL SHEET C-2.6.
25
MINI PARK. • (MINIMUM 3750 SF)
SEE DETAIL SHEET C-2.6.
26
KNOX BOX.•
27
MAIL KIOSK:
SYMBOL LEGEND
T /ps IRON PIPE SET
/
® /PF 3/4" IRON PIPE FOUND
T RRS RAIL ROAD SPIKE SET
® RRF RAIL ROAD SPIKE FOUND
0 ECM EXISTING CONCRETE MONUMENT
T CMP COMPUTED POINT
X FENCING
\
OVHD OVERHEAD UTILITY LINES
NCDOT NCDOT EASEMENT LINE
\
Q UTILITY POLE W/ OVERHEAD LINES
WO WATER SUPPLY WELL
)O�PERK SITE
a
= FIRE HYDRANT
O SANITARY SEWER MANHOLE
Wv
m WATER VALVE
Cv
m GAS VALVE
■ TRANSFORMER
❑ DRAIN INLET
GUY WIRE
�Wm� WATER METER
ss EXISTING SEWER LINE
EXISTING GAS LINE
W PROPOSED WATER LINE
SS PROPOSED SEWER LINE
U
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• o3s^ 2
CONSTRUCTION
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C3 PROJECT #:
18-023
REVIEW PROJECT #:
XX-XXX
SHEET #:
C-1.4

UTILITY NOTES:
U1.
ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED.
U2.
ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORM TO THE TOWN
OF SILER CITY STANDARDS AND SPECIFICATIONS.
U3.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR
CONSTRUCTION.
U4.
IF REQUIRED, PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS, TAPS
OR RELOCATIONS, THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL
CONTRACTOR TO DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TO CONTACT THE ENGINEER
OF RECORD OR PROVIDE ANY OF THE REQUESTED DOCUMENTATION DISCUSSED MAY RESULT IN
THE INABILITY OF THE ENGINEER TO CERTIFY THE LINE AND POSSIBLE REPLACEMENT.
US.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION AND/OR
RELOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, AGENCY OR COMPANY.
U6.
THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND DISTURBANCES WITH
EXISTING USERS AND THE TOWN OF SILER CITY SO THAT ANY SERVICE INTERRUPTIONS ARE
MINIMAL.
U7.
AS IS STANDARD PRACTICE, IT IS ASSUMED THAT THE BUILDING CONTRACTOR AND ASSOCIATED
PLANS ARE RESPONSIBLE FOR CONTINUATION OF ALL UTILITIES WITHIN 5' OF THE BUILDING
PERIMETER. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL REVIEW BOTH SITE
AND BUILDING PLANS WITH THE SITE UTILITIES CONTRACTOR AND PLUMBING CONTRACTOR TO
ENSURE THAT THEY ARE CLEAR ON THE TERMINUS POINTS AS WELL AS HOW THE EACH WILL TIE
TO THE OTHERS WORK.
U8.
ALL PIPE INVERTS, TAP LOCATIONS & AVAILABLE CLEARANCES TO BE VERIFIED IN THE FIELD PRIOR
TO CONSTRUCTING STORM & UTILITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF
NECESSARY. IF THESE ITEMS ARE NOT VERIFIED AT THIS TIME, THE CONTRACTOR WILL BE WHOLLY
RESPONSIBLE FOR THE FIELD REVISIONS AND ASSOCIATED DESIGN COSTS OF THE SOLUTIONS
PROPOSED.
U9.
NO IRRIGATION SYSTEM WILL BE INSTALLED ON STATE ROW.
U10.
CONTACT 811 PRIOR TO ANY SUBSURFACE WORK.
\
Know what's below.
Call before you dig.
GRAPHIC SCALE
15 0 7.5 15 30 60
(IN FEET)
1 inch = 30 ft.
/
0
27
EX 6" CLAY
SEWER LINE
Ovj
/
OQN�
-` o\j
r �
/ EXIST. MH
\
/ RIM = 112.41
INV. IN = 105.71 (N)
\ <Q
\
INV. IN = 106.21 (NW)
\
INV. IN = 106.01 (NE)
N\ �♦
INV. IN = 106.06 (E)
INV. OUT = 105.71 (S)
A\
n m _
EX. 2" \
GALVANIZED
WATER LINE
-77
OPEN CUT AND INSTALL
STANDARD 4" SCH. 40 PVC \
SERVICE CONNECTION z1
(SEE DETAIL) \
EX. 6" CAST IRON
WATER LINE
/j
EX. 6" CAST IRON
WATER LINE
TERMINUS/SOURCE/DIRECTION
UNKNOWN
SS/
/
/
ss/
/
ss/
N ss/
/
SS/
/
EX. UNDERGROUND 0
ELECTRIC LINE
EX. TRANSFORMER
♦ G
G� 1\ $
u
4" SERVICE & C/O GEC
TOP = 109.35 p
O
O
O
O
Z O
INV. = 106.75 2L
PROPOSED ,, -6" C900
FIRE LINE �Q 0 17
BUILDING 1
_1.5" DOMESTIC \` �\` \0 y • O
±41398 SF I WATERLINE
• 2" DOMESTIC
FFE: 109.75 \ WATER LI t`
4" C/O
TOP = 108.25 \
INV. = 105.95
0 3 IN X � ,,�
• - 'l a �\ j
6" C900 �♦ \ ��
FIRE LINE ♦ \ \�
\ 6" C900 FIRE LINE `
1 4" SERVICE & C/O I a `` 1.5" DOMESTIC WATER
TOP = 107.10 EXISTING BUILDING
T `
� I INV. = 104.2511,858 SF
a 1 4" SCHEDULE I `
40 PVC W FFE: 112.23
♦ �` ` 4" SCHEDULE 400,�\
\ ` 40 PVC � \
0.00
PROPOSED \ 3 2� 4" SERVICE & C/O � /
TOP = 107.90
NN ♦♦� BUILDING 2 `` ` \` INV. = 104.50 o ' a
±81778 SF tv�•
FE: 107.25 �'`�♦ � \ 0000
4„ C/O � I
N TOP = 106.70 s
INV. = 103.70757
I ��
\ n } 4" SERVICE & C/O I a 1
EX. 6" CLAY TOP = 106.00 4" CIO I 1
GRAVITY SEWER \ / 1
\ � I INV. = 97.75 TOP = 104.75 1
s INV. = 101.50
i 6" SCHEDULE 40 1
\\ PVC e
s 6" C/O
V ♦ TOP = 104.50 s �N
\ INV. = 96.00
OPEN CUT AND INSTALL TWO
6" SCH. 40 PVC SERVICE
CONNECTIONS AT NEW
DOGHOUSE MANHOLE
N � `
N
ss
\ s 4" WATER
TOP = 1(.00 Q Q�
INV. = 6140
EXIST. MH \
RIM = 95.09
INV. IN = 90.69 (E) ss
INV. IN = 90.64 (N) \
INV. OUT = 90.54 (W)
ss/
/
EX. 6" PVC
WATER LINE
No- Si/ /1101>
/
S /
EXIST. MH
RIM = 117.19
INV. IN = 112.69 (NW)
INV. IN = 112.74 (SW)
INV. IN = 112.64 (E)
INV. OUT = 112.44 (W)
EXIST. DRAIN INLET
TOP/GRATE = 110.40
INVERTS SILTED
EXIST. MH
RIM = 98.87
INV. OUT = 94.57 (W)
ss/
/
/
ss/
EX. 8" CLAY
SEWER LINE
/
w
6" C900 ss/
FIRE LINE
1 NN
PROP D GHOUSE H
(NCDOT AFFIC BE RING MH ss 14
RIM = 98.
► INV. IN (E ') = 93.7 N) ss
ss 6"
4" DOMESTIC
INV. IN (PRO . 6') = 94. 5 (E) (1) 8 NDS WATER LINE
INV. IN (PROP. 6') = 95.7 (E) (2)
INV. OUT (EX. = 93.43 ) ss 6" RPDA IN
HEATED
6" C900 ENCLOSURE 3 4"
s s
s FIRE LINE BENDS
6"x4"
(1) ss ss EDUCING
TEE
(2) 6" SCH 40 C /
6"x6" TEE
� 4" DO STIC o
WATER WE
� 3" METER
\ 6" C900 " RPZ IN H ATED
WATER LINE ENCLO URE
UTILITY INSET
SCALE 1:10
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CONSTRUCTION
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SYMBOL LEGEND
OO lPS IRON PIPE SET
/PF 3/4" IRON PIPE FOUND
OO RRS RAIL ROAD SPIKE SET
OO RRF RAIL ROAD SPIKE FOUND
0 ECM EXISTING CONCRETE MONUMENT
OO CMR COMPUTED POINT
X FENCING
OVHD OVERHEAD UTILITY LINES
r�r�
NCDOT NCDOT EASEMENT LINE
Q UTILITY POLE W/ OVERHEAD LINES
r ^
v J
�W WATER SUPPLY WELL
PERK SITE
U
0-( FIRE HYDRANT
L
O
U
O SANITARY SEWER MANHOLE
~ Wl
H
` ,
wv
WATER VALVE
/v
U rU �,
r/y'
GAS VALVE
W T�
■ TRANSFORMER
❑ DRAIN INLET
C3 PROJECT #:
)� GUY WIRE
1 Q _023
�Wm WATER METER
REVIEW PROJECT #:
XX-=
EXISTING SEWER LINE
SHEET #:
EXISTING GAS LINE
W EXISTTNG WATER LINE
W PROPOSED WATER LINE
SS PROPOSED SEWER LINE
C-1.5
O
w
P4

ss�
ss�
ss�
WM
ss�
\ ss'
15" CLASS III RCP
1�
DRIVEWAY PIPE �
113.11 TC/FL
113.19 EXIST. E �
112.60 EXIST. EOP ��
V.1 7
SSA
113 o
111.92 TC/FL 1 . 3 TC \
112.00 EXIST. EO ss� 111 1 L O
A
�Ss:
B-7
/ . 6UTS= 109.00 eP >>
�' 11435
sP 2.0 TC / 11 3. L \
0 �s 1.57
ass' ,111 109 11 .
111.82 TC G O
S 110 10�50SW 1q 111.32 FL
.00 FL B-6
° 11
110 c 11 RT 109.5 112.75 SW
_ \
\ �1 a - 7 ♦`' \� a V. (15 )- 104.
I V. O T(15) 104.
10 . SW p
1 70 SW 4" 109.13 FL
109.47 Ski ♦ 9.40 S UG 8-8
\ 109.28 SW/TC\>> 108.90 FL� E 110.20� 1 F
109.O1Y
PROPOSED �Q 110.00FL 110.55
\ �Q BUILDING 1 16" W 110.55 110. FL
--_ 4 • s109.28 TC
N S 1 +4,398 SF 1o8,7Sw _ s. °� SW 0a,
is °o !� • ��
\
\ � �: 109.75 109.22FC� j6,• 109.20 SW 109.5� L � °° a � � � SW
108.70 FL �c� �' 110.78 FL �Y
108.72 SW ` 109.05 SW 110.85 Q
\ ILTLo> ♦ 4 108.62 109.00 108.55 FL 0.78 TC ♦y� ` ST-5 ,
\ s 6 108.5 �� 11 65 119.28 SW o�� RIM= 110.40
0\ ROOF 709.15 SW/TC �� �108.10.72 TC ti INV. OUT (15)= 5. 0
�b r� D RAPINS 6,• T 1 35 S �l , .22 SW �� \
( ) 1 30 T a 7 10 Mq �� o 110.40 \ �0
�� �\ 4 T �� 8.2 /✓ S�0pF �S�
\ �� CP . p9 7.90 2i 1
\ \> 8-3 1 3 TC SEE INSET A �` 6^ S� ppE 112.23
RIPRAP N
s
�-� v 107. 0 W 1 X 112.23 OQ X8" /
r10P p8 • 4 �- � .07 S �8 �� DOWN o� � %
(TVP.) �� $ 36 1 4 / S \ 07.5 L POUTS DOWN SPOUTS ° a, \ ♦ 'y
\ 5 > 8 108.24 TC 4„ /�� 4� (TVP•) �} 6,� �� WITH SPLASH / \
s 4" 107.74 SW ♦ 1 ST-3 1;0** PADS (TVP.)
\ ' ROOF 1017 S ` 0 107. 3 FW RIM= 107.40 �
7j- \ 108.17 SW/TC 10 40 SW INV. IN(15)= 104.15 ROOF
CO
DRAINS 107.70 S 106�90 FL 1 �V. OUT(18)= 104.05
13x7 FIL TERRA UNIT FOR NPDES 4O
'. DRAINS
WATER QUALITY TREATMENT OF WM (TVP.) 107.47 SW ✓ )O>
SURFACE PROPOSED ADDITIONAL Q 4 PROPOSED �6 B 9(TVP.)
� 1 SW EXISTING BUILDING
BUA ONLY = 10,878 SF) I B&I DI G\2 106. 4 RIM= 106. + 11 p G O C' L 112.23 V j 0�
p� �8-2 16^� �� INV. IN= 103.4 - DOJO �71 CO
+g 77 S�� I W 1 INV. OUT= 10335 0
\W � 06. 5 F1\ , � FFE: 112.23
FFE: 107.2� N
6" 106.74 112.13 � •
1 77.09 SW
y S� 16E 59 FL
UGS #1 DISCHARGE 6 ♦ 107.19 S`W�TC 1 24 SW
6" 112.23 �
Q10=0.41 cfs o /
Q25=0.7cfs f �� 106.69 7.36SW / 108 L
Q50-1.OR, fs S107.29 TC 106 86 FL S 107.10 / o
6"S 79 SW 107. SW /DO SP S 106
\ 1 34 TC 3 106.90 \/ SP H
s o 1 106.84 SW 10 10A 0
-� 8,•1 107.34 C
N\ o \ 107.47 W ' � 10 6' Q
107.70 SW j8" 101 1
fi07�10 10 '
FOUNDATION WALL REQUIRED I T-1 �� 0
J FROM BRE¢ WAY AROUND 18 1 70 RIM= 10635
SOUTH SDI OF BLDG 07.10 \ INV. INu I 1023 //
°> S INV. OUT(1 = 102.10
o R 8,• /GE /
X D 1 O
RIPRAP \ Cl> (TVP.)
(TVP.) 1 /
- 8
\V "♦,• D� \ - 8" ,• 185� RP s s Rv_ 1OS
s � 8" G
\� � � 8 P 103.1 SLOpE NN
80
103
8 373�0 F 1 102
it ss �G
o N 1p0
UGS #2 DISCHARGE °�\
NOTE NJECTION MOLDED FITTINGS ARE AVAILABLE Q10=0.76cfS ���
IN TEES, WYES, REDUCERS, 45° BENDS AND Q25=1.63 cfs / GS STRUS�Tt9RE
BELL/BELL COUPLERS. Q5O=2.24 cfs \ / RIMS 144.5
WATERTIGHT MIT) ALS JOINTS SHOWN. SOIL -TIGHT (ST) `�V IN (48')= 98
FITTINGS ARE ALSO AVAILABLE. BUILDING a� s, - / /
FACE _ /SSA NV., UT (1 " - 8
PARKING LOT INV. OU� Bc18) = 97.5 WEIR W UTLET CONTROL:
DRAINAGE DISCHARGE. �� 2.5" x2"(VV) @ 98
Q10=5.68 cfs �ss� 97� 8"(H)x2"(W) @10.40
Q25=6.31 cfs �/ S11
Q50=6.73 cfs
NYLOPLAST CLEANOUT END CAP /
ADJUST GRADE PER ENGINEERS DOWNSPOUT ADAPTER
PLAN INSERTED IN RISER
PIPE 9 S
FINISHED GRADE
77
77
INJECTION MOLDED WT
450 WYE
INJECTION MOLDED
WT 450 BEND
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY
BELL REDUCER
INJECTION
MOLDED WT
GASKETED 900 BEND
,
CONNECTION
INJECTION MOLDED
WT TEE
HDPE PIPE (TYP)
a
1 UPDATED DRAWING
TIE 01/11ITI
CKS
©2007 ADS, INC.
REV. DESCRIPTION
BY MM/DOILY
CHK'D
DVANCED DRAINAGE SYSTEMS, INC ('ADS) HAS PREPARED TES, DETAIL BASED ON INFORMATION PROVIDED TO ADS TES,
HAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN
ROOF DRAIN W/45 DEG
ERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS
4040 TRUEMAN BLVD
ROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECFIC FOR THIS PROJECT, THE DESIGN ENGINEER SHALL
EV/EW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS
WYE CLEANOUT
HILLIARD, 01101102/
ROV/DED HERE/N MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE
ovrwcEo oaaNncE s.srEMs, mc.
DRAWING NUMBER. STD-1001
EXIST. DRAIN INLET
TOP/GRATE = 110.40
INVERTS SILTED
SYMBOL LEGEND
OO IPS IRON PIPE SET
U
®O IPF 3/4" IRON PIPE FOUND
E
OO RRS RAIL ROAD SPIKE SET
�
O O
®O RRF RAIL ROAD SPIKE FOUND
n
J 0
0 ECM EXISTING CONCRETE MONUMENT
O Q U N C:
ft U m
OO CMP COMPUTED POINT
Z
U Z
X FENCING
0 CO O
OZz:M;
OVHD . OVERHEAD UTILITY LINES
LU
NCDOT NCDOT EASEMENT LINE
I] ::1 J
71, UTILITY POLE W/ OVERHEAD LINES
( 1 U -0
OW WATER SUPPLY WELL
= Q Z M _q
PERK SITE
U U0��
00 U p
>
\ FIRE HYDRANT�T
co
O SANITARY SEWER MANHOLE
WATER VALVE
r� J
J
GRADING
AND STORM DRAINAGE NOTES:
7 �
z
1.
EXISTING TOPOGRAPHY FROM SURVEY BV INFINITE LAND DESIGN P.C., SEE SHEET C-2.
LD
z
2.
ALL PIPE TO BE INSTALLED WITHIN THE RIGHT OF WAY SHALL BE REINFORCED CONCRETE PIPE PER NCDOT SPECIFICATIONS.
`D
11
3.
ALL PIPE TO BE INSTALLED ON -SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND AASHTO
Lfl W
SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL.
o
4.
ROOF DRAIN CONNECTIONS AND INLINE CATCH BASINS IN NON -TRAFFIC BEARING LOCATIONS MAY BE HDPE SYSTEMS
Wz
LD
N
U-)
SUCH AS "NVLOPLAST" BYADS OR APPROVED EQUAL. (SEE DETAILS FOR USE AS STORM DRAINAGE SYSTEM)
❑ �z
S.
ALL ON -SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER NCDOT OR THE
W
U
U 1-0
MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MOST STRINGENT.
O17_�
N
6.
NCDOT PRE -CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR CONCRETE
i
CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER PRIOR TO
INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL, DRAWING & DETAILED
U
SPECIFICATIONS.
7.
CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTIONS/TIE-INS.
NOT
FOR
CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS.
8.
ALL WORK WITHIN NCDOT ROW SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
`j �i�
STRUCTURES, NCDOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS.
��
•
9.
ALL STORM DRAINAGE CONSTRUCTION SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR
(-
ROADS AND STRUCTURES, AND NCDOT STANDARD DRAWINGS.
r
.., 038^ 2
10.
ALL UTILITY TRENCHING, BACKFILL, FOOTER AND PAD PREPARATIONS, AND SUB -GRADE COMPACTION EFFORTS SHALL
��Cy'
'��
MEET/EXCEED GEOTECHNICAL RECOMMENDATIONS IN REPORT BY GEO HYDRO ENGINEERS DATED 1111512018.
•'!'CC I NE . �'
fj
11.
ADDITIONAL SPECIFICATIONS AND REQUIREMENTS FOR FOOTER AND BUILDING PAD PREPARATION AND COMPACTION
/�� �• 1111 j%%N \♦\\
pllblo
MAY EXIST IN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SHALL BE EXECUTED/IMPLEMENTED AS REQUIRED.
CONSTRUCTION
CTION
12.
THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAYBE ADJUSTED AT
THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE
& COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS. CONTACT ENGINEER WITH
DISCREPANCIES.
13.
THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE, • OFFSITE BORROW OR WASTE MAYBE REQUIRED.
14.
ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY
Q
THE ENGINEER IF NECESSARY.
15.
SPILL CURB LOCATIONS SHALL BE FIELD DETERMINED BY THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGHOUT
THE PARKING LOTS AND DRIVE AISLES. NO "BIRD BATHS" OR LOW AREAS THAT WILL HOLD WATER SHALL BE ALLOWED
WITHIN THE CURB AND GUTTER OR PAVED AREAS.
16.
ALL PRIVATE STORMWATER EASEMENTS SHALL BE PRIVATELY MAINTAINED.
0� 110_�o SW 5 S
110.00 FLU H
110.00 S 0W
.05 FL
109.50 FL
O �Ss
110.65 Ln cn N
110.35
1 110.15
SSA
41111
109.70 a 11 .87 TS
Z,109.20� 1109 . BS
11�
a 110.44
\ 111.02 1 � 110.97 TS
a 111.07 110.39 BS
111.55 TS ,
_ 110.97 8S
18 9.60 TC 112.13 to
SW 111.12
111.07
_,,, 112.23
Z.
Know what's below.
Call before you dig.
INSET A - ADA RAMP
SCALE: 1"=10'
STORMWATER TREATMENT REQUIREMENTS:
NEW DEVELOPMENTS EXCEEDING 7% IMPERVIOUSNESS SHALL INSTALL STORMWATER CONTROLS DESIGNED
TO MAINTAIN PREDEVELOPMENT HVDROGRAPHIC CONDITIONS, INCLUDING FLOW VOLUMES.
BORING LOG
REFER TO REPORT BY GEO HYDRO ENGINEERS, DATED 1111512018.
BORING
NUMBER
± EX.
ELEV.
PROP.
ELEV.
BORING
DEPTH
(ELEV./FT)
APPROXIMATE
GROUNDWATER
DEPTH
APPROXIMATE
ROCK
DEPTH
B-1
±622
107.25
±602 (20)
N/A
N/A
B-2
±625
107.25
+585 (40)
N/A
±585 (40 )
B-3
±626
109.05
±606 (20)
N/A
N/A
B-4
±627
109.75
±607(20)
N/A
N/A
B-5
±629
110.00
±609 (20)
N/A
N/A
B-6
±630
110.60
±625 (5)
N/A
N/A
B-7
±632
113.00
±627 (5)
N/A
N/A
B-8
±630
111.20
±625 (5)
N/A
N/A
B-9
±628
106.88
±623 (5)
N/A
N/A
B-10
±625
107.70
±615 (10)
N/A
N/A
GRAPHIC SCALE
15 0 7.5 15 30 60
(IN FEET)
1 inch = 30 ft.
60
rQ^� 04
V J
o � ►� N cn �
QOz �
C3 PROJECT #:
18-023
REVIEW PROJECT #:
SHEET #:
C-1.6
w
P4

PLANTING SCHEDULE
SYM.IKEY
BOTANICAL
NAME
COMMON NAME
QUANTITY
SPECIFICATION
CALIPER
HEIGHT
MATURE HGT
SPREAD
ROOT
SPACING
JZS
ZELKOVA SERRATA
JAPANESE ZELKOVA
5
2"
8-10'
SO'- 80'
50' - 75'
B&B
AS SHOWN
QP
QUECUS PHELLOS
WILLOW OAK
2
2"
8-10'
40' - 60'
30' - 40'
B&B
AS SHOWN
QN
QUERCUS NUTTALLH
NUTTALL OAK
1
2"
8-10'
40' - 60'
35' - 50'
B&B
AS SHOWN
AR
ACER RUBRUM
RED MAPLE
3
2"
8-10'
40' - 60'
25' - 45'
B&B
AS SHOWN
IA
ILEX X ATTENUATA TOSTERI'
FOSTER HOLLY
2
60"
20'- 30'
10' - 15'
3 GAL
AS SHOWN
LIN
LAGERSTROEMIA X 'NATCHEZ'
CRAPEMVRTLE 'NATCHEZ'
4
60"
IS'- 20'
IS'- 25'
3 GAL
AS SHOWN
LIC
LAGERSTROEMIA INDICA 'CAROLINA BEAUTY'
CRAPEMVRTLE ' CAROUNA BEAUTY'
4
60"
IS'- 20'
10'- 12'
3 GAL
AS SHOWN
MC
MVRICA CERIFERA
WAX MYRTLE
8
24"
10' - 15'
8'- 10'
3 GAL
AS SHOWN
FI
FORSYTHIA INTERMEDIA 'GOLDEN BELL'
FORSYTHIA 'GOLDEN BELL'
6
18"
8' - 10'
5'- 10'
1 GAL
AS SHOWN
AG
ABELIA X GRANDIFLORA 'EDWARD GOUCHER'
GLOSSY ABELIA
8
18"
3'- 6'
3'- 6'
1 GAL
AS SHOWN
LC
LOROPETALUM CHINESE 'RUBY'
LOROPETALUM 'RUBY'
6
18"
3'- 5'
3'- 4'
1 GAL
AS SHOWN
CP
CHAMAECVPARIS PISIFERA 'GOLD MOP'
GOLD MOP
12
18"
3'- 5'
3' - 5'
1
AS SHOWN
IV
ILEX VOMITORIA 'NANA'
DWARF VAUPON HOLLY
17
1
18"
2'-3-
3'- 5'
1 GAL
AS SHO W
S
TREE RETENTION (XIX, SECTION 307)
• RETAIN ALL EXISTING TREES >_ 18" IN DIAMETER, UNLESS UNREASONABLY BURDENS THE DEVELOPMENT.
• NO EXCAVATION OR OTHER SUBSURFACE DISTURBANCE MAY BE UNDERTAKEN WITHIN THE DRIP LINE OF ANY TREE EIGHTEEN (18) INCHES IN DIAMETER OR MORE (MEASURED AT FIVE (5)
FEET ABOVE AVERAGE GRADE), AND NO IMPERVIOUS SURFACE (INCLUDING, BUT NOT LIMITED TO, PAVING OR BUILDINGS) MAY BE LOCATED WITHIN TWELVE AND ONE-HALF (12 'V2) FEET
(MEASURED FROM THE CENTER OF THE TRUNK) OF ANY TREE EIGHTEEN (18) INCHES IN DIAMETER OR MORE UNLESS COMPLIANCE WITH THIS SUBSECTION WOULD UNREASONABLY BURDEN
THE DEVELOPMENT.
SCREENING (ARTICLE XIX, SECTION 298.C)
• BROKEN SCREEN, TYPE C. A SCREEN COMPOSED OF INTERMITTENT VISUAL OBSTRUCTIONS. THE BROKEN SCREEN IS INTENDED TO CREATE THE IMPRESSION OF A SEPARATION OF SPACES
WITHOUT NECESSARILY ELIMINATING VISUAL CONTACT BETWEEN THE SPACES WITHOUT NECESSARILY ELIMINATING VISUAL CONTACT BETWEEN THE SPACES. IT MAY BE COMPOSED OF A
WALL, FENCE, LANDSCAPED EARTH BERM, PLANTED VEGETATION, OR EXISTING VEGETATION. COMPLIANCE OF PLANTED VEGETATIVE SCREENS OR NATURAL VEGETATION WILL BE JUDGED
ON THE BASIS OF THE AVERAGE MATURE HEIGHT AND DENSITY OF FOLIAGE OF THE SUBJECT SPECIES, OR FIELD OBSERVATION OF EXISTING VEGETATION. THE SCREEN MAY CONTAIN
DECIDUOUS PLANTS. SUGGESTED PLANTING PATTERNS WHICH WILL ACHIEVE THIS STANDARD ARE INCLUDED IN APPENDIX E-8.
SHADE TREES IN PARKING AREAS (ARTICLE XIX, SECTION 308)
• EACH TREE SHALL BE PRESUMED TO SHADE A CIRCULAR AREA HAVING A RADIUS OF 15, WITH SUFFICIENT TREES TO SHADE THE VEHICLE ACCOMMODATION AREA.
• NEW TREES MUST BE SURROUNDED BV AT LEAST 150 SF OF UNPAVED AREA AND INTERIOR PLANTING ISLANDS SHALL BE >_9' IN WIDTH.
• LANDSCAPED AREAS SHALL BE COVERED WITH MULCH, GRASS OR GROUND COVER.
• 1 LARGE OR 2 SMALL TREES120 SPACES (ANY FRACTION OF A TREE OF 2' OR LESS CAN BE DISREGARDED).
RE ROOT, CONTAINER
BALL SIZE
X
Y
TO 30"
8"
4"
'OR GREATER
12"
6"
'MULCH
'SAUCER
EXISTING SOIL LEVEL
BACKFILL SOIL AS IN NOTES
LOOSEN SOIL ON SIDES AND BOTTOM
OF PLANTING HOLE
SHRUB PLANTING NOTES
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME.
ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THE ROOTS,
TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD BE SHAKEN
GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE. LOOSEN AND SPREAD
THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH
ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT IT
WILL BEAT ITS ORIGINAL DEPTH OR SLIGHTLYABOVE THE EXISTING GRADE.
BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER THE SOIL TO PREVENT
AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIME EXCEPT TO ADJUST THE PH.
STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND.
EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIAL
SHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTS
ARE THOROUGHLY SOAKED.
SHRUB PLANTING DETAIL
A
SCHEDULE FOR PLANT HOLE SIZE
BARE ROOT,
CONTAINER OR BALL
X
Y
SIZE
5" TO 30"
8"
4"
30" OR GREATER
12"
6"
LANDSCAPING CALCULATIONS:
TYPE C BROKEN SCREEN BUFFER - BT
�V
Ss/
\
NOTE - PLAYGROUND, MINI
O PAPICNIC //Ss/ oQ�O AMENAREA
AMENITIES TO BE
AR INSTALLED AS APPROVED
ss/ LIN IN CUP PLANS.
D COORDINATE WITH OWNER
IV o N AND ARCHITECT FOR
Z
/o/ o 7 � 10 � R 10 EXACT LOCATIONS WITHIN
ALLOCATED SPACES.
10' x 70' SIGHT TMANGLES. � _ C 1 IV (3)
77
SHRUBS PROPOSED WITHIN
SHOULD BE MAINTAINED 10>'
TO BE A MAX OF 36" TALL O
LIN
CP 4 s \ .4, JZS SHT
/ / i
CID cc)
AR (SHT/BT)
� / u �f
e JZS SHT u
IwCd
AR
�- u
SHT/BT 5 • �
\ ' 9' F) uGE
\ i PROPOSED 'J�� o l
\
O
V/ 1 1 J �� 1 vv\
BU�LI�ING 1 ♦ '%
EX. 24" OAK TO COUNT
AS BUFFER TREE ON
NORTH FIR AVENUE &
WEST FOURTH STREET
WESTERN BOUNDARY (NORTH FIR AVE.)
• TOTAL LENGTH = 349.87 LF
• SMALL TREES REQUIRED = 349.87/50' = 6.99 = 7 TREES
• TREE PROVIDED =
•• EXISTING 24" OAK
•• 1 - EXISTING 7" CRAPE MYRTLE
•• 2 - EXISTING 12" SWEET GUM
•• 1 - NUTALL OAK
•• 2 - CRAPE MYRTLE
• SHRUBS REQUIRED = 349.87125 = 13.99 = 14 SHRUBS
• SHRUBS PROVIDED =
•• 6 - FORSYTHIA
•• 8 - WAX MYRTLE
SOUTHERN BOUNDARY (WEST THIRD ST.)
• TOTAL LENGTH = 293.73 LF
• LARGE TREES REQUIRED = 293.73/75' = 3.9 = 4 TREES
• TREES PROVIDED =
•• 1 - EXISTING 33" SWEET GUM
•• 1 - EXISTING 6" SWEET GUM
2 - WILLOW OAK
• •• SHRUBS REQUIRED = 293.73125 = 11.7 = 12 SHRUBS
• SHRUBS - FOSTER I
•• HOLLY
•• 6 - LOREPETALUM
•• 5 - DWARF VAUPON HOLLY
NORTHERN BOUNDARY (WEST FOURTH ST.)
• TOTAL LENGTH = 284.66 LF
• SMALL TREES REQUIRED = 284.66/50' = 5.69 = 6 TREES
• TREE PROVIDED =
•• EXISTING 24" OAK
•• 3 - RED MAPLE
• •• MYRTLE SHRUBS REQUIRED =284.66125 = 11.39 = 12 SHRUBS
• SHRUBS PROVIDED =
•• 1 - FOSTER HOLLY
•• 9 - GOLD MAP
•• 2 - DWARF VAUPON HOLLY
EASTERN BOUNDARY (NORTH EVERGREEN AVE.)
• TOTAL LENGTH = 349.01 LF
• SMALL TREES REQUIRED = 349.01/50' = 6.98 = 7 TREES
• TREE
S E EXISTING 33" SWEET GUM
•• 1 - ZELKOVA
•• 1 - RED MAPLE
• •• SHRUBS REQUIRED MYRTLE
349.01125 = 13.96 = 14 SHRUBS
• SHRUBS PROVIDED =
•• 3 - DWARF VAUPON HOLLY
•• 3 - GOLD MAP
•• 8 - GLOSSY ABELIA
VEHICLE SHADE TREE - SHT
• TOTAL PARKING SPACES = 66 SPACES
• SHADE TREES IN PARKING AREA REQUIRED = 1 LARGE TREE120 PARKING SPACES = 66120 = 3.3 = 3 TREES
• SHADE TREES PROVIDED = 7 TREES
TREE PLANTING AND STAKING
DOUBLE STRAND 12 GAUGE WIRE:
STAKING - TREES WILL BECOME STRONGER FASTER WHEN THE TOP
LEAVE SLACK CLOTH OR RUBBER TIE
213 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELY WITH
WIDE STRIPS OF RUBBER OR CLOTH ABOUT W UP THE TRUNK AND
TIE TO THREE STAKES POSITIONED EVENLY AROUND THE TRUNK.
STAKES
STAKES SHOULD BE DRIVEN DEEPLY INTO THE GROUND TO PREVENT
3" - 6" MULCH
DISLODGING. CHECK AT LEAST EVERY THREE MONTHS FOR BINDING
3' SAUCER
OR OTHER PROBLEMS. STAKES AND TIES SHOULD BE REMOVED SIX
MONTHS TO ONE YEAR AFTER PLANTING.
SOIL SURFACE
WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEEN
REMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TO
BACKFILL SOIL
DIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGIN AT
THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULD NOT
SCARIFY SIDES AND BOTTOM OF HOLE
TRAP OR HOLD WATER.
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT
THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING
NOTES
PURPOSES.
REMOVE BURLAP FROM TOP OF
PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROM
ROOT BALL BEFORE
THE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALL
BACKFILLING AROUND BALL IS
MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A
COMPLETED
SO/LESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THE
PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE
ALL TREES WHICH ARE SMOOTH
THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT
BARKED AT THE TIME OF
IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE EXISTING
PLANTING AND HAVE MORE
GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER
THAN 2' OF CLEAR TRUNK SHALL
THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT
BE WRAPPED
THIS POINT EXCEPT TO AMEND THE PH.
ALL TREE WRAPPING SHALL
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANTS
EXTEND FROM THE TOP OF THE
SHOULD BE WATERED AS BACKFILLING IS BEING DONE SO THAT THE
BACKFILL TO THE LOWERMOST
SOIL AND ROOTS ARE THOROUGHLY SOAKED.
TREE BRANCHES
TREE PLANTING AND
STAKING DETAIL
NTS
�v 1 ±4,398 SF t 2a -�� \ LIC
0
` ,FFE: 109.75
V I JZS SHT ♦ ��.. r7t. i
�E \
FI 6 �� \ SS F) ♦ IN PARK3,825 SF (MIN. %
�0 O3,750 SF REQUIRED)
T � �x o AG (4)
M so
0
' \ A ` `A � LIC
it
o
'0 omn
JZS (SHT
PROPOSED �� EXISTING BUILDING �� �� LIN
N , BUILDING 2 ±11,858 SF 01
Na
±-9,778 SF �FE: 112.23 } AG(4) ()CO
- w
FFE: �)07.25
w \ �. <-,,' --
EX. 7" CRAPE
MYRTLE CLUSTER
a ,4
0001
,4 F IRED /
MC 4
i \
/ y
-1\)2 I � �� � � /� EX.S
i
EX. 12" ---------------- IV-D
SWEET GUM NS N
EX. 10" EX.
SWEET GUM o O �\ / SWEET
AREA/ Ni
M
I EX. 11 " \ o � �3� PA
/
SWEET GUM s\ o (SEE AR SHE TS) 00 /SS
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/
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0 0
MC 2 00� 0
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ss
00N�� ! SSA
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GUY TYING DETAIL
(NOT TO SCALE)
2 MINIMUM MULCH (3) - BURLAP OR APPROVED 120°
iv TREE WRAPPING
STAKES STAKES 4"-6" MULCH (2')
1-3/4' X 1-314' ABOVE GRADE
PLAN 120° 120°
co SECTION OF RUBBER HOSE
1-314" X 1-314" OR MANUFACTURED TIES
STAKE 18" - 24" BETWEEN WIRES AND TREE
LONG BARK
STAKING DIAGRAM
FOR TREES 6' TO 10' LARGER (NOT TO SCALE) TREE GUYING DIAGRAM GUY SPACING DETAIL
FOR TREES 10' OR LARGER
(NOT TO SCALE) (NOT TO SCALE)
SECTION OF RUBBER
HOSE OR
MANUFACTURED TIES
BETWEEN WIRES AND
TREE BARK
14 GAUGE STEEL WIRE
STRANDS TWISTED
AROUND UNTIL TAUT
RUBBER HOSE 14
GAUGE WIRE
Know what's below.
Call before you dig.
GRAPHIC SCALE
15 0 7.5 15 30 60
(IN FEET)
1 inch = 30 ft.
U
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C3 PROJECT #:
18-023
REVIEW PROJECT #:
Z\-Z\-
SHEET #:
C-1.7
P4

LED AREA LIGHTS - LSI MIRADA (XALM)
DISTRIBUTION/PERFORMANCE - Proprietary silicone refractor optics provide exceptional
coverage and uniformity in Types 2, 3, 5W and FT. Internal Louver (IL) option available for
improved back -light control without sacrificing street side performance.
/ ENERGY SAVING CONTROL OPTIONS - DIM - 0-10 volt dimming enabled with controls by
! others. Available with integrated LSI Controls wireless modules.
OCCUPANCY SENSING (IMS) - Optional integral passive infrared motion and daylight sensor
activates switching of luminaire light levels. High level light is activated and increased to full
bright upon detection of motion. Low light level (30% maximum drive current) is activated
when target zone is absent of motion activity for -2 minutes. Sensor is located on the
center of the access cover and has a detection cone of approximately 45°.
LEOS - Select high -brightness LEDs in 5000K, 4000K, and 3000K color temperature, 70 CRI.
HOUSING - Rugged the -cast aluminum housing contains factory prewired driver and optical
unit. Cast aluminum wiring access door located underneath. Fixture sealed to IP65.
DOE LIGHTING FACTS MOUNTING Tapered rear design allows fixtures to be mounted in 90° and 120°
Department of Energy has verified representative product test configurations without the need for extension arms. Use with 3" reduced drilling pattern.
Visit www.lightinglacts.com
and results in iacts.com for specific catalog strings. accordance with its Lighting Facts Program. Wall mount brackets are available for direct mounting t0 wall.
ELECTRICAL - Two -stage surge protection (including separate surge protection built into
LIGHT OUTPUT - XALM
Lumens (Nominal)
Type 2, Type 5W, Type 3 and Type Fr
Watts
(Nominal)
SS
17100
154
o
HO
25300
242
M
VHO
31700
315
SS
18300
154
HO
28000
242
VHO
33000
315
x
Ss
18500
154
o
HO
29300
242
VHO
35300
315
electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal
voltage power supply 120-277 VAC (50/60Hz input), and 347-480 VAC. Optional PCR and
photocells (PC) are available in 120, 208, 240, 277, 347 and 480 volt (supply voltage must
be specified).
DRIVER - Available in SS (Super Saver), HO (High Output) and VHO (Very High Output)
drive currents. Components are fully encased in potting material for moisture resistance.
Driver complies with FCC standards. Driver and key electronic components can easily be
accessed.
OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F)
FINISH - Fixtures are finished with LSI's DuraGrip® polyester powder coat finishing process.
The DuraGrip finish withstands extreme weather changes without cracking or peeling.
LED Chips are frequently updated therefore values may increase. Other Standard LSI fIDISheS available. COnSUIt factory.
WARRANTY - LSI LED fixtures carry a limited 5-year warranty.
PHOTOMETRICS - Please visit our web site at www.isi-industries.com for detailed
photometric data.
SHIPPING WEIGHT (in carton) - One fixture: 30 lbs. (13.6 kg).
LISTING UL listed to U.S. and international safety standards. Suitable for wet locations.
For a list of the specific products in this series that are DLC listed, please consult the LED
Lighting section of our website or the Design Lights website at www.designlights.org.
This product, or selected versions of this product, meet the standards listed below. Please consult factory
for your specific requirements.
ARRA c UL us ROHS C E ®FCC IP65
Funding Compliant LISTED COMPLIANT
wet location
Fixtures comply with ANSI C136.31-2010 American National Standard for Roadway Lighting Equipment - Luminaire Vibration 1.5G
requirements.
Project Name 1 Fixture Type 1 10/19/16
0 2016
Catalog # 1 LSI INDUSTRIES INC.
LED AREA LIGHTS - LSI MIRADA (XALM)
LUMINAIRE ORDERING INFORMATION
TYPICAL ORDER EXAMPLE: XALM FT LED HO 50 UE WHT
Prefix Distribution Light Drive Color Input Voltage Finish Optional Controls Options
,Ln'!t Current Temperature
XALM
2 - Type 11
LED
SS - Super Saver
50 - 5000K
UE - Universal
BRZ - Bronze
Wireless Controls System 1.2
Options
3 Type I
HO - High Output
40.4000K
Voltage
BILK - Black
PCM - Platinum Control System
PCR 7P - Photoelectric
VHO -Very High
30 - 3000K
(1201
GPT - Graphite
PCMH - HosUSatelite Platinum Control
Control Receptacle 6
5W- Type VWide
Output
MSV- Metallic Silver
System
IL- Internal Louver House
Fr - Type FT
347-480
WHIT - White
GCM - Gold Control System
Side Shield
Universal
PLP - Platinum Plus
GCMH - HosUSatelite Gold Control System
Voltage
SVG - Satin Verde
DIM - 0-10 Volt Dimming (required for
(347-48OV)
Green
satellite fixtures) a
(Blank) - None
Stand -Alone Control
(Blank) - None
DIM - 0-10 Volt Dimming (from external
signal) 3
BLS - Bi-level Switching (from external
120-277V signal) a
IMS - Integral Motion & Daylight Sensor ^ s
LUMINAIRE EPA CHART - XALM
Single
0.6
Wi 0180'
1.1
D90°
0.9
f� T90°
1.9
0% TN120-
1.9
090°
2.1
ACCESSORY ORDERING INFORMATION
(Accessories are field installed)
Description
PC120 Photocell for use with PCR option (120V)
Order Number
1225148
Description
DFK208, 240 Double Fusing (208V, 24OV)
Order Number
DFK208, 2409
PC208-277 Photocell for use with PCR option (208V, 240V, 277V)
122515
DFK480 Double Fusing (48OV)
DFK4809
PC347 Photocell for use with PCR option (347V)
122516
FK347 Single Fusing (347V)
FK3479
PC480 Photocell for use with PCR option 480V
1225180 a
PMOS120 -120V Pole -Mount Occupancy Sensor
518030CLR 10
FK120 Single Fusing (120V)
FK1201
PMOS208/24D - 208 240V Pole -Mount Occupancy Sensor
534239CLR 10
FK277 Single Fusing (277V)
FK277
PMOS277 - 277V Pole -mount Occupancy Sensor
518029CLR 10
IMS/PC RemoteConfigumtorTool
584929
PMOS480-480VPole-Mount occupancy Sensor
534240CLR10
IL - Integral Louver HISS
BKS XBO WM ' CLR Wall Mount Bracken
382132CLR
FOOTNOTES:
1 - For wireless controls information and accessories, see Controls Section. 6 - Photocell must be ordered separately. 7 pin standard. See Accessories.
2 - Requires a Site Manager and override switch. Not compatible with IMS or BLS Option. 7 -Not available with IMS Option or Wireless Control System
3 - Not compatible with IMS. 8 - Factory installed PCR option required. See Options.
4 - Not compatible with DIM, BLS or Wireless Control System. 9 - Fusing must be located in hand hole of pole.
5 - IMS is a Watt Stopper Dual Sensor (Daylight & Motion) which is field adjustable, via a hand 10 - To be used in conjunction with PCM/GCM control modules in fixture. Consult
held remote Illustrator tool, which must be ordered separately. factory.
DIMENSIONS
13-1/2" 31-3/16"
(343mm) (793mm)
7-1/2"
091mm)
IMS Remote Hand-held
IllustratorTDol
IMS Motion &
Daylight Sensor
Bottom View
m)
Top View
Photo Control
Receptacle
8m)
Project Name 1 Fixture Type 1 10/19/16
YAW0 2016
Catalog # 1 LSI INDUSTRIES INC.
LED AREA LIGHTS - LSI MIRADA (XALM)
BUG LISTING
XALM - Type 5 XALM - Type 3
Drive Current Color Temp.' Lumens Watts LER BUG Retina Drive Current Color Temp.* Lumens Watts LER BUG Retina
VHO
30
30,344
314
97
133-UO-G4
VHO-IL
30
25,003
314
80
132-UO-G4
HO
30
24,654
241
102
133-UO-134
HO-IL
30
20,130
241
83
B2-UO-G4
SS
30
17,553
154
114
B2-UO-G3
SS -IL
30
14,552
154
94
B1-UO-G3
VHO
40
33,872
314
108
B3-UO-G4
VHO-IL
40
27,910
314
89
B2-UO-G4
HO
40
27,520
241
114
133-UO-G4
HO-IL
40
22,471
241
93
132-UO-G4
SS
40
18,874
154
122
132-UO-G3
SS -IL
40
15,647
154
102
B1-UO-133
VHO
50
35,282
314
113
B3-UO-G4
VHO-IL
50
29,073
314
93
132-UO-G4
HO
50
28,667
241
119
B3-UO-G4
HO-IL
50
23,407
241
97
B2-U0-G4
SS
50
18,874
154
122
62 UO-G3
SS -IL
50 1
15,647
154
102
B1 UO G3
XALM - Type FT
Drive Current Color Temp.` Lumens Watts LER BUG Rating
SS
30
17,471
154
113
B4-UO-G2
SS -IL
30
11,003
153
72
132-1_10-G2
HO
30
24,676
241
102
B5-UO-G3
HO-IL
30
14,825
241
61
B2-UO-G3
VHO-IL
30
1 17,907
314
57
132-U0-G3
VHO
40
33,389
314
106
B5-UO-G4
VHO-IL
40
19,988
314
64
132-UO-G4
HO
40
27,807
242
115
B 0-G3
HO-IL
40
17109
242
71
B2-UO-G3
SS -IL
1 40
1 11831
1 153
77
62-UO-G2
VHO
50
34,780
314
111
B5-UO-G4
VHO-IL
50
20,822
314
66
B3-UO-G4
HO
50
28,693
241
119
B5-UO-G3
HO-IL
50
17,238
241
71
B2-UO-G3
SS
50
18,786
154
122
B4-UO-G2
S-IL
50
11,831
153
77
B2-UO-G2
Project Name
Catalog #_
VHO
30
28,742
315
91
133-1-10-134
VHO-IL
30
22,382
315
71
132-UO-G4
HO
30
24,973
241
104
133-UO-G4
HO-IL
30
18,937
241
79
132-1-10-134
SS
30
15,927
154
103
132-UO-G3
SS -IL
30
12,406
154
80
131-UO-G3
VHO
40
32,084
315
102
B3-UO-G4
VHO-IL
40
24,985
315
79
133-1-10-134
HO
40
27,876
241
116
133-UO-G4
HO-IL
40
21,139
241
88
B2-UO-G4
SS
40
18,858
154
122
133-UO-G3
SS -IL
40
1 14,362
1 154
93
1 B2-UO-G3
VHO
50
33,421
315
106
133-UO-G5
VHO-IL
50
26,027
315
83
133-1-10-134
HO
50
29,037
241
120
133-UO-G4
HO-IL
50
22,020
241
91
B2-UO-G4
SS
50
18,858
154
122
133-U0-G3
SS -IL
50
14,362
154
93
132-UO-G3
* Color Temperature: 30-3000K, 40-4000K, 50-5000K
Fixture Type 1
I
10/19/16
0 2016
LSI INDUSTRIES INC.
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LUMINAIRE SCHEDULE
IANTITV LABEL LLF MANUFACTURER DESCRIPTION LUM WATTS TOTAL WATTS LUM LUMEN;
A 0.890 LSI XALM-FT-LED-VHO-50 (27' MH) 315.0 1575.0 33421
GRAPHIC SCALE
15 0 7.5 15 30 60
(IN FEET)
1 inch = 30 ft.
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Call before you dig.

CURLEX® SEDIMENT LOG® - • • I� , -
WOOD STAKE, SEE
DETAIL 3/4 & 4/4 -.. .. .. .
LL LL `.` •
3.I�. 6C7 .
STAKE TO BE PLACED AT
TOE OF SLOPE, BOTH SIDES
CURLEX® SEDIMENT LOGO
DETAIL (NO BLANKET)
NO SCALE 4
SEE DETAIL 6/4 FOR STAPLE
PATTERN ALONG EDGE • • -
CURLEX® SEDIMENT LOG®
WOOD STAKE, -
SEE DETAIL 5/4 2•
O • . ,
I� SEE DETAIL 6/4 FOR
- - • • - • STAPLE PATTERN ALONG
.. •.•.•.' EDGE
CHANNEL BLANKET, SEE
CURLED STAPLE PATTERN -• - .•.+. •. •.
GUIDE FOR DETAILS ' ' ' '
STAKE TO BE PLACED AT
TOE of SLOPE, BOTH SIDES CURLEX® SEDIMENT LOGO
DETAIL (WITH BLANKET) r2
NO SCALE 4
NOTES:
1) CURLED SEDIMENT LOGS SHALL BE OVERLAPPED IN CHANNELS REQUIRING MORE THAN
ONE UNIT ACROSS THE CHANNEL WIDTH (SEE DETAIL 7/4).
2) OVERLAPS SHALL NOT BE LOCATED IN CRITICAL AREAS SUCH AS CHANNEL
CENTER, SIDE SLOPE CHANNEL BOTTOM INTERFACE, ETC,
Curlex® Sediment Log® - Recommended Spacing in Channelized Flow Applications
Channel
Spacing Between Products (ft)
Gradient (%)
6 in Curlex Sediment Log
9 in Curlex Sediment Log
12 in Curlex Sediment Log
20 in Curlex Sediment Log
0.5
91.7
136.7
183.3
250.0
1
45.8
68.3
91.7
125.0
1.5
30.6
45.6
61.1
83.3
2
22.9
34.2
45.8
62.5
2.5
18.3
27.3
36.7
50.0
3
15.3
22.8
30.6
41.7
3.5
13.1
19.5
26.2
35.7
4
11.5
17.1
22.9
31.3
4.5
10.2
15.2
20.4
27.8
5
9.2
13.7
18.3
25.0
5.5
8.3
12.4
16.7
22.7
6
7.6
1 1 .4
15.3
20.8
6.5
7.1
10.5
14.1
19.2
7
6.5
9.8
13.1
17.9
7.5
6.1
9.1
12.2
16.7
8
5.7
8.5
1 1 .5
15.6
8.5
5.4
8.0
10.8
14.7
9
5.1
7.6
10.2
13.9
9.5
4.8
7.2
9.6
13.2
10
4.6
6.8
9.2
12.5
1 1
4.2
6.2
8.3
11.4
12
3.8
5.7
7.6
10.4
13
3.5
5.3
7.1
9.6
14
3.3
4.9
6.5
8.9
15
3.1
4.6
6.1
8.3
16
2.9
4.3
5.7
7.8
17
2.7
4.0
5.4
7.4
18
2.5
3.8
5.1
6.9
19
2.4
3.6
4.8
6.6
20
2.3
3.4
4.6
6.3
25
1.8
2.7
3.7
5.0
30
1.5
2.3
3.1
4.2
35
1.3
2.0
2.6
3.6
40
1.1
1.7
2.3
3.1
45
1.0
1.5
2.0
2.8
50
0.9
1.4
1.8
2.5
Notes:
1. Spacing of Curlex Sediment Logs Is calculated by:
[Distance between channel bottom and top of Installed Curlex Sediment Log(ft)/Channel gradient (%)]°100-Curlex Sediment Log Spacing (ft)
2. Minimum Installed heights used for determining spacing values In table. Minimum Installed heights of 6 In, 9 In, 12 In, and 20 In Curlex Sediment
Logs are 5.5 In, 8.2 In, 11.0 In, and 15.0 In, respectively.
CURLEX® SEDIMENT LOG® WOOD STAKE
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT CURLEX® MATERIAL
0
FLOW CHANNEL
BOTTOM
STAKE DETAIL
(BARE SOIL) (NO TRENCH) r3
NO SCALE 4
CURLEX® SEDIMENT LOG®
WOOD STAKE
WOOD STAKE TO ONLY
o
PENETRATE NETTING,
NOT CURLEX® MATERIAL
_
N FLOW_
CHANNEL
Al BOTTOM
TRENCH J
�z
STAKE DETAIL
(BARE SOIL) (WITH TRENCH) 4
NO SCALE 4
NOTE: TRENCH OPTION IS MOST APPLICABLE IN LOOSE,
UNCONSOLIDATED SOILS
CURLEX® SEDIMENT LOG® WOOD STAKE
WOOD STAKE TO ONLY
PENETRATE NETTING,
o NOT CURLEX® MATERIAL
FLOW
/ TOP OF CURLEX®
BLANKET
CHANNEL
BOTTOM
STAKE DETAIL
(WITH BLAMKET) (NO TRENCH) a
NO SCALE 4
STAPLES SHOULD BE
PARALLEL WITH
DIRECTION OF FLOW
3
CHANNEL TERMINATION
PLAN T-5-T
NO SCALE 4
DISTANCE BETWEEN CHANNEL
rBOTTOM AND TOP OF INSTALLED CHANNEL X 100 = CURLED SEDIMENT
CURLED SEDIMENT LOG
o (D)(ft) GRADIENT (W) LOG SPACING (ft)
C
RECOMMENDED PLACEMENT INTERVAL
BETWEEN CURLEX® SEDIMENT LOG®
SEE SHEET 26,
WOOD STAKE OR STAPLE TO DETAIL 6A/26 & 6B/26
ONLY PENETRATE NETTING,
NOT CURLED MATERIAL
AMERICAN EXCELSIOR COMPANY SHEET DESCRIPTION
ARMNOTCN, TEXAS CURLEX SEDIMENT LOGO
DITCH/CHANNEL APPLICATION DETAIL
PIPE DISCHARGE
PT TTAJU TIT( (CT-TAR(TR
12" MIN,
SEE SHEET 26,
DETAIL 6A/26 & 6B/26
ANCHOR DETAIL (PLAN VIEW)
OPTIONAL OVERLAPPING JOINT��
NO SCALE
PROVIDE PLUNGE POOL PER THE
DIMENSIONS ON THE PLANS. POOL
SHALL BE MIN 12" FROM FLOW LINE
AT END OF FLUME/PIPE TO TOP OF
STONE AND SHALL HAVE A LEVEL LIP
WITH SOD STRIP AROUND THE
OUTER PERIMETER OR AS OTHERWISE
SHOWN ON THE PLANS. PROVIDE
FILTER FABRIC BELOW ALL STONE
MAINTENANCE FOR WATTLES/SEDIMENT LOGS:
• INSPECT FOR LOOSE SECTIONS AND RESTAKE AS NEEDED
• INSPECTAFTER RAIN EVENTS TO ENSURE THAT WATER IS NOT UNDERMINING THE WATTLE/LOG. IF SO,
FILL IN THE SCOURED AREAS, INSTALL DITCH MATTING, RE -INSTALL WATTLE AND RESEED DISTURBED
AREAS. CONTACT ENGINEER TO CONFIRM THAT ADDITIONAL MEASURES ARE NOT NECESSARY TO
PREVENT FUTURE WASHOUTS.
• CHECK FOR SEDIMENT BUILDUP IN FRONT OF THE LOG AND REMOVE ONCE IT REACHES,' THE WATTLE
HEIGHT
• ADD ADDITIONAL STAKES AS NEEDED IF FLOWS APPEAR TO CAUSE THE WATTLE TO BE LOOSE OR
UNSTABLE
SECTION VIEW AT OPENING
POROUS BAFFLES DETAIL
THIS DRAWING SHOWS THE MOST RECENT
CONFIGURATION OF THE SEDIMENT BASIN FLOATING
DRAINAGE DEVICE CALLED A "SKIMMER. "
AT THE LOWER LEFT (A) IS THE FLEXIBLE JOINT THAT
CONNECTS TO A 4-INCH OUTLET PIPE THAT GOES THE
THE DAM OF A SEDIMENT TRAP OR TO A RISER
ATTACHED TO AN OUTLET PIPE. A RIGID PIPE (B)
CONNECTS THE FLEXIBLE JOINT TO THE SKIMMER INLET
(C), WHICH IS SUSPENDED BELOW THE SQUARE FLOAT
(D).
INSIDE THE SKIMMER INLET IS A PLUG WITH A
CIRCULAR OPENING SIZED TO DRAIN A FULL BASIN IN
ABOUT 48 HOURS. AN ACCESS PANEL (E) ALLOWS EASY
ACCESS TO THE OPENING, AND THE OPENING SIZE CAN
BE ADJUSTED TO MATCH BASIN VOLUME.
IF ONE SKIMMER CANNOT DRAIN A BASIN IN THE
TIME DESIRED, MULTIPLE SKIMMERS CAN BE USED. THE
FLOAT ACTS AS A TRASH GUARD, AND THE INLET IS
SCREENED TO PREVENT CLOGGING.
A PATENT IS PENDING ON THE SKIMMER.
FIGURE 1: SKIMMER
TOP OF UPPER EDGE OF
DAM \. r LINER ANCHORED
PVC PIPE EXCAVATED UNDER
SKIMMER
FIGURE 2: SKIMMER BASIN
BASIN DRAINED
cllimmCD rn r rceri^c
ACCUMULATION
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DATE 03/01 /1 8 DRAWN BY
SCALE PROJECT No. SHEET No. t„
NONE 4 P4
"oIUnl-1-lcnlc']I-
C3 PROJECT #
18-023
REVIEW PROJECT #:
W
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PLUNGE POOL DETAIL
NOT TO SCALE
SHEET #
C-2.1

14.00'
0.33'
a
5.00,
0.06' ­� 0.06'
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PLAN SECTION
A - SCREEN FENCE GATE DETAILS
NOT TO SCALE
NOTE.•
REFER TO SITE DEVELOPMENT
PLAN FOR REFUSE ENCLOSURE
LOCATION AND ORIENTATION.
WOOD SCREEN REFUSE ENCLOSURE PLAN
ROUND CAP W/
6" DIAMETER STEEL PIPE - 7'
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NOT TO SCALE
VAN
WHITE BACKGROUND
ACCESSIBL E
ALL TEXT & LINES
4'
ARE GREEN
CORNER RADIUS
1 1/2" (TYPICAL)
RESERVED
PARKING
LETTERS, BORDER AND
NUMBERS ARE GREEN
BOTTOM
WHITE SYMBOL ON OF SIGN
BLUE FIELD
WHITE BACKGROUND
3/8"
3/8"
00°00000°
ARROW IS GREEN
MAXIMUM
3' PENALTY
$250
G.S. 20-37.6
12" R7-8E
ACCESSIBLE PARKING SIGN
BOLLARD/BUMPER POST DETAIL
NOT TO SCALE
VAN
BLE
RESERVED
PARKING
MAXIMUM
PENALTY
$250
°p
00
0.33'
GATE FRAME. STEEL TUBE 2"x 2"x 1/4" WITH WELDED
HINGE POST. • TUBE STEEL 4" x 4" x 1/4" WITH 1/4"
JOINTS.
0.25'
CAP PLATE
TREATED 2 X 4's HORIZONTAL ON STEEL FRAME
3/4" DIA. STEEL ROD HINGE PIN (FIELD GREASE)
ATTACHED WITH 1/4" GALV. CARRIAGE BOLTS AT 12"
O.C.
111
(2) LOOSE FLAT WASHERS WITH GREASE AT TOP
AND BOTTOM HINGES.
TREATED 1X6 WITH DOG EAR TOPS.
o
N o
5/16" X 3" STEEL PLATE HINGE PIN BRACKET.
ASTRAGAL: STEEL ANGLE 2" X 3" X 1/4" X 4'-0 ".
0
3/4" I.D. SCHEDULE 80 PIPEX 1"LONG WELDED
HEAVY DUTY SLIDE BOLT LATCH EQUAL TO STANLEY
TO HINGE PIN ROD.
"SP1271".
o ^�
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GATE FRAME ASSEMBLY (IN FOREGROUND)
CAIN BOLTS. 3/4" DIA. BENT ROD 4" X 3'-4" LONG WITH
co
m
3" LONG STEEL PIPE ROD GUIDES AND 1/4" BENT PLATE
M
o
HINGE ASSEMBLY (SHOWN AS HIDDEN). REFER
ROD CATCH WITH 1/4" ATTACHMENT PLATE.
N
0.25'
HINGE ELEVATION.
TENSION STRAP. 1/4" X 2" STEEL BAR WELDED TO BACK
CONCRETE PAD, REFER SITE DEVELOPMENT FOR
OF FRAME.
TYPE AND LOCATION.
STEEL FABRICATED HINGES, REFER POST ELEVATIONS.
CONCRETE PAD, REFER SITE DEVELOPMENT FOR TYPE
AND LOCATION.
Ln o
NOTE.•
1"DIA. ROD SLEEVE.
ALL FIXED ASSEMBLIES T
BE FILLET WELDED.
HINGE POST. • TUBE STEEL 4" x 4" x 1/4" WITH 1/4" CAP
PLATE
ASTRAGAL: STEEL ANGLE 2" X 3" X 1/4" X 4'-0 ".
POST
a
EL VATION
1/4" BENT PLATE ROD GUIDE CATCH.
0.17'
0.08'
M 0.25'
HINGE POST ASSEMBLY (BEYOND). REFER
3" LONG STEEL PIPE ROD GUIDES WITH 1/4"
Mo 0.08'
ELEVATION.
ATTACHMENT PLATE.
3/4" I.D. SCHEDULE 80 PIPE HINGE PIN SLEEVE.
CAIN BOLTS. 3/4" DIA. BENT ROD 4" X 3'-4" LONG
5/16" STEEL PLATE SLEEVE BRACKET.
HINGE END OF GATE ASSEMBLY. REFER
HINGE ELEVATION (GATE
ELEVATION AND PLAN SECTION.
END)
JOINT SEALER
SURFACE OF CONC 1/8" R (Typ)
1/8" TO 1/4"
D
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JOINT FILLER
4" GRAVEL OR
COMPACTED SUBGRADE 1/2„
NOTES.
• A GROOVE JOINT 1 " DEEP W/ 1/8" RADIUS SHALL BE REQUIRED
IN THE CONC. SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS. A
1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
• FINISHED SURFACE OF SIDEWALK TO BE BROOM FINISHED,
PERPENDICULAR TO TRAFFIC FLOW.
• MAX CROSS SLOPE OF SIDEWALK IS 2% UNLESS OTHERWISE
DIRECTED AND APPROVED BY ENGINEER.
CONCRETE SIDEWALK SECTION
NOT TO SCALE
0.33'
T.O. POST
EL. 106'-0"
o
POST WITH CAPS SPACED (8'-0" O.C. MAXIMUM).
1 "X6" TREATED DOG EAR BOARDS ALTERNATE BOARDS
ON OPPOSITE SIDES OF FENCE.
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2" GALV. STEEL PIPE (SCHEDULE 40,13 GAGE) WITH
SIMPSON STRONG -TIE
n'
PGT2 CONNECTORS FOR ATTACHING FENCE, MINIMUM
OF (3) PER POST. ALL FASTENERS TO BE GALVANIZED.
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2"X4" TREATED HORIZONTAL RAIL (TVP.) MEMBERS
THREE (3) PLACES.
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PROVIDE (2) 3/8" DIA. WEEP HOLES, TVP.
uj
EXTEND 6" MINIMUM INTO CONCRETE SLAB WITH
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CONCRETE PAVEMENT, REFER TO SITE PLAN FOR TYPE.
1
T.O. SLAB
EL. (VAR.) —
(REF. CIVIL)
o it
LAWN OR PAVEMENT, REFER TO PLAN FOR
B.O. FOOTiNGT CONDITIONS.
EL. (F.V.) EXTEND SLAB REINFORCEMENT DOWN INTO
(MIN. BELOW LOCAL FROST 0.67' THICKEND EDGE.
LINE)
B - SCREEN FENCE SECTION
NOT TO SCALE
MIN. 5" - 4500 PSI CONCRETE
6" CRUSHED AGGREGATE BASE COURSE
(CABC) TO COMPACTED TO AT LEAST 100 1.5" SURFACE COURSE
PERCENT OF THE MAXIMUM DRY DENSITY
(SUPERPAVE TYPES 9.58) ,
PER AASHTO T180
TOP 8" OF SUBGRADE TO BE 2.5" INTERMEDIATE COURSE
(SUPERPAVE TYPE 1 19.OB)
COMPACTED TOATLEAST 100%
OF AASHTO T99 8" CRUSHED AGGREGATE BASE
CONCRETE
COURSE (CABC) ,
2" SURFACE COURSE
BE
(SUPERPAVE TYPE S 9.5B) ��������������%� COMPACTED TO A LEASOT 100%
OF AASHTO T99
8" CRUSHED AGGREGATE BASE HEAVY V Y DUTY ASPHALT
COURSE (CABC)
TOP 8" OF SUBGRADE TO BE
COMPACTED TO ATLEAST 100%
OF AASHTO T99
LIGHT DUTY ASPHALT
1. SYMBOL TO BE PAINTED (HIGHWAY GRADE)
YELLOW PER ACCESSIBILITY STANDARDS. 2
COATS.
ACCESSIBLE PARKING MARKING
NOT TO SCALE
PAVING DETAILS
NOT TO SCALE
NOTE. • ALL PAVING DESIGNS PER GEOTECHNICAL REPORT BY GEO
HYDRO ENGINEERS DATED 11115118
*THICKNESS HAS BEEN REVISED PER TOWN CONCRETE AND LIGHT
TEMPORARY SEEDING IN NORTH CAROLINA
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
LATE WINTER & ANNUAL LESPEDEZA (KOBE IN
EARLY SPRING PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS) 50
GERMAN MILLET 40
SUMMER OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY CO VER IN
THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDAGRASS
RYE (GRAIN) 120
FALL IS NOT TO EXTEND BEYOND JUNE.
MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.
SEEDING DATES:
MOUNTAINS - ABOVE 2500 ft: FEB. 15 - MAY 15
LATE WINTER & BELOW 2500 ft: FEB. 1 - MAY 1
EARLY SPRING PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
MOUNTAINS - MAY 15 -AUG. 15
SUMMER PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
MOUNTAINS -AUG. 15 -DEC. 15
FALL COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4, 000 LB/ACRE 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.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
ERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11L
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 250
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
50
SEEDING NOTES
1. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2. WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE LESPEZEDA TO 40 LB/ACRE.
3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS. HOWEVER,
AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATE WINTER: FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15
FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBE LESPEZEDA OVER
FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OFANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLYADEQUATE. MAY BE MOWED ONCE OR TWICE
A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SCHEDULE
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4.) APPLYAGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND MIX WITH SOIL (SEE
BELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES
6.) SEED ON A FRESHLY PREPARED SEEDBED AND SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK
7.) MULCH IMMEDIATELYAFTER SEEDING
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH WITH ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTER
PERMANENT COVER IS STABILIZED.
*APPLY.
AGRICULTURAL LIMESTONE - 2 TONS/ACRES (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. /ACRE-10-10-10
SUPERPHOSPHATE- 500 lbs> /ACRE -20% ANALYSIS
MLCH -2 TONS/ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ACRE
SEEDBED PREPARATION
MAINTENANCE.
NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS
NEEDED. IF RILLS ANG GULLIES DEVELOP, THEY MUST BE FILLED, RE -SEEDED, AND MULCHED
AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANY TIME.
HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST AND
SPRAYS MAY BE NEEDED TO CONTROL INSECTS.
WEEK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS
PROMPTLY AS POSSIBLE.
3000 P.S.I. CONC. @ 28 DAYS
24" CURB & GUTTER DETAIL
NOT TO SCALE
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1 1/g" RAD. 9 ` 9 I• 3� " RAD • 2" RAD. PAVEMENT 1/ " RAD. SURFACE F Q - 02 3 0 / 01 03 ; p• 03 Q F Q
/2" RAD. 6, 2'-0" //I /" RAD. 8 3 Q 0, - 02 9 �° /•07 Z.
%8" RAD. 14 SURFACE z x O 5 .06 I ? 00 00 _ -� H x oc c)
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3 RAD. 1/8rr RAD. p. jV 44° oo�xz -p 2- ° o• :o: I� o I��z
o•", x 0 12" 10 12" 04 03 03 o�� x q q C C Q o m
in ° _ ;p• cc .o'•' LuQzLL 7r, v 7' �- WQzIL ^ WQzW
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'v•�'v•�1j °'�'•'.,• °' NT 1: 3 RAD. c~i��~oW UJ�~OW SLOPE TO ELEVATION OF ��~OW
W I J _ _ W r--i J CURB AND GUTTER OR AS TRANSITION W J
13/4 " RAD . o °' x o Q 04 O Q °C o'-' Q
2'_6" 1'-6" p O U) _ .02 0 02 cq /•Q2 OQ cp p /.O8 O �pC PAY DIRECTED BY ENGINEER O (A CC
� Q.�34 .05 -- 0'27 - 02 -_01 -� °,• - z ''-' LIMITS APRON SLOPES UP Z H
2' CURB CURB AND GUTTER 1'-6" CURB AND GUTTER I 9rr ao FH Imo._ = 05-- Io•=�o._�� co O:'°' co O 0 i� co �-►� IN RADII v ^; RADII sEE RADII �H
r p - v .• r p ;`i ,<`> r`�;•,. PAY LIMITS r p
rr rr rr W r ° W ,i os' - PLANS) (AS SHOWN W
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CONCRETE CURB CONCRETE CURB = 'y - _ - _ - _ - _ - _ - _ - _� `^ `' `^'
4'-O' Ci 1/- -°--------
011 EDGE OF ^�; �; y^ GUTTER �j 2'-0^ FACE OF CURB
2" RAD. y 4 -0 'V i
PAVEMENT _ 2' 0" 02 �p /.05,
o• 4• 8" 2' 4" MIN. 1 " �\ = 1' 0" 1' O" 0,33 .04 .04 -.02 0,25 04 -.02 NORMAL ° /.03 Q1\ c° = `>''d' �;'vr„ �Ci
°' .�... i /g RADIUS 1/4" I - T - - - v• p. CROWN :0.: o
12" p'.: • ° '• �p " • .•• p ... o 2" 08pT7 00 7,r p DRIVEWAY WITH EXPRESSWAY GUTTER "
Lo
° •' ° ' ° •' °•' ° • .° f744° °. :•:° xr 12" 0� /.05 x q EX TRANSITION DRIVEWAY WITH 2'-6 CURB AND GUTTER x
v : p .'.: v •'•: v �:.6 ":v'•`,o..'•o.6.MIN:;: 7" O O p
`a :o. a::::::'•:P LL L L� PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES LL L
EXPRESSWAY GUTTER SHOULDER BERM GUTTER H uj .02 0 02 co /.04 p0 co 1p H H H H
8 X 6 MEDIAN CURB VALLEY GUTTER - - 32 03 03 - - 0.25 04 -.03 -
a I o' - - - cm F- cs
SECTION VIEW OF CURBS OR CURBS AND GUTTERS m 12" 07 7 12" •00 7" 00 / 06 oo 2-°" 2'-°' 15' 2'-° 6" 2�-0'
o: _ ad 12 f 12'I .°.0.04 12,. rf-� p =
-� 1E od
v• D:
GENERAL NOTES: FILL 3/8" X 1" DEEP < 0 m < 0 m VARIABLE - 10' SUGGESTED VARIABLE - 10' SUGGESTED J 6" � J p 0 m
GROOVED 4RAD
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-PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT JOINT WIQ W 02 0, 02 0. OS / •01 /.11 / .07 Q C SECTION A -A SECTION B-B SECTION C-C cc
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN P V - - 37 .02 02 - - 25 04 04 - - ° F- H V - - - - - - - - - - - - - - - - - - - - - - - - - - EXPRESSWAY GUTTER TRANSITION GUTTER 2'-6" CURB & GUTTER H V
SEALER � o - - - - ° - o cn ca
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT SEALER W I'- p'� o ° p' 1.'. ' .'. '. � W W
/8„ RAD. -'-
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. GUTTER } w C " 06 00 } � � } � 0
JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. 1/g"PAVEMENT SURFACE Q V Z 12 7" 12 7 / .01 /•07 Q Ci Z JOINT SEALER JOINT SEALER Q o Z
o'• Z Q Z - SURFACE OF RA SURFACE OF Z
CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF :•'•.SURFAC GUTTER GUTTERTEMPLATES OR FORMED BY OTHER APPROVED METHODS. o•' a ° Ea = p BERM VARIES - RA VARIABLE
1 p. .'°.;p.. O pV V EDGEOFPAVEMENT 12 8" DOCONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1/2" DEEP. o•.' •' ° • o; ''''p` : o, '''`p 8'-0" NORMAL 2 _ C 8 %=1T FILER°/O,r 2, 0„..•°FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"X6" MEDIAN CURB,°.' °' ° ° •02 0, 02 °' f 06 /.02 co /.O8 B : v' v' •':'•' 05 EXPANSION JOINT CONTRACTION JOINT
WITH JOINT FILLER AND SEALER. PROPOSED ° - - 3� 01 .01 - - 0.25 04 - - _ o o A
CURB &GUTPROP. p- .. 0'e '''' ''.0'.'' i� cp 'p. .'.;'.'p.-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO �2 F JOINT FILLER`O O' ° ' PLAN VIEW OF TRANSITION NOTES:
PAVEMENT O5 12„ 00ALL RIGID OBJECTS. 12" „
TRANSVERSE EXPANSION JOINT 7 7 /•02 /•Og EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE
LONGITUDINAL JOINT CURB AND GUTTER, PLACE 1/2" EXPANSION JOINTS AT 25' INTERVALS.
IN CURB AND GUTTER -PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS.
SECTION VIEWS OF SECTION VIEWS OF -FILL AND SEAL THE TOP 1/2" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
SECTION VIEW OF JOINTS SHEET 1 of 3 EXPRESSWAY GUTTER IN SUPER ELEVATION 2'-6" CURB AND GUTTER SUPERELEVATION RATES SHEET 2 of 3 JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHEET 3 OF 3
1846.011 1846.01 1846.01
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SIDEWALK AREA w w w w w w w
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TYPE 2
ADA RAMP DETAILS
2'--6" CURB AND GUTTER
SIDEWALK WIDTH
S' MIN
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NOTES:
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1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
�__ Q
PLANS OR AS DIRECTED BY THE ENGINEER.
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2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
LL. J �10-Iz
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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^
3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
u U < O =
WITHIN THE PEDESTRIAN CROSSWALK LINES.Lu
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4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4 MINIMUM.
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5.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
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PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
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6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
O
LL
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
O
SMOOTH TRANSITION.
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12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'X4' WITH A MAXIMUM SLOPE OF 20-6 IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
a
MEDIAN ISLANDS A MINIMUM OF 5 x5 WITH A MAXIMUM SLOPE OF 2a IN ANY DIRECTION.
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13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
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TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
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14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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THE SURFACE STREET.
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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 NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
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16.
PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
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17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
_
18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
HEET 3 OF 3
848.05
NON -WALK SURFACE 11 J _� y
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DETECTABLE WARNING � O� O o O -V
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LANDING WIDTH
5' MIN.
O�/
2'-6" CURB & GUTTER
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SIDEWALK WIDTH
5'MIN.
TYPE 1 B
ADA RAMP DETAILS
MOTES:
1. DETECTABLE WARNING COMES WILL COVER 2'-O" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. ❑ETEGTABLF WARNING ❑OME$ WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -OWN -DARE{,
Off DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
BAaEDIAMETER
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0. 9 "R TO 1 ..40 "R
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TOP DIAMETER OF NO LESS
THAN 50% TO NO MORE
THAN 65% GF THE BASE
DIAMETER
0.9" TO 0.6 a 1'6" TO
.4MIN �", 2.4
CL IV
DETECTABLE WARNING DOLES
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B
5'
0.0'
5.8'
5.8'
5.0' w
6'
010,
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6.8'
6.0'
7'
0 . 0'
7 • B'
7 •3'
6 .5 "'
B'
0.0'
8 . B'
7.3'
6.5"'
5'
2.O'
7. 8'
7.8'
5.0'
5'
2.5'
8.3,
8. 1'
4.8'
5`
3.0'
8.8'
8.3
4. 4'
5'
3. 5'
9.3,
8. 4'
4,
5'
4. 6'
9. B'
8 .6
3. 8'
5'
4. 5'
10 , S'
8.7'
3.4'
5'
5. D
10. 8'
8.9'
3, 1'
B - X {A}gop)
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 {8.33%) SLOPE,
- BACK OF SIDEWALK DROP REQUIRED FDR ALL
SIDEWALK SLOPES.
" BACK OF SIDEWALK DROP REOUIRED FOR
SIDEWAkLK SLOPES 0.04-
PAY LIMITS FOR 1 CURB RAMP
8.33% (12:1) MAX RAMP SLOPE
CROSS SLOPE. 2.00%
CURB RAMPS REQUIRE A (4'--0 ") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
**REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 33 OF 3 FOR ALL RAMP NOTES
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18-023
REVIEW PROJECT #:
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SHEET #:
C-2.3

TOP OF FILL TOP OF FILL TOP OF FILL p TOP OF FILL TOP OF FILL TOP OF FILL O CoFLEXIBLE PIPE
QQ -----------------------------------
QQ
N C'3 U GROUND LINE GROUND LINE GROUND LINE HZ-i U
GROUND LINE H GROUND LINE H GROUND LINE H 1L. J O r, Z H H H w J 0 2 2
00C')= 00C _
Ir sul=u_ll = -=u1_mGu1_ m_pr;c llgur? rrr_ul�n'= rI-nrs u,_u = T �mcnl_r"�rl l= W Q ¢ W F
wwFU0Q I--1,,,COMPACT AFTER - - COMPACT AFTER COMPACT A - - COMPACT AFTER ZPIPE IS PLACED '- - '_ - _ PIPE IS PLACED p Ow' - '=' PIPE IS P-PIPE IS PLACED 0 W J J n8 PRIOR TO m rn Tu - & PRIOR TO W Ix & PRIOR Tr71 rn n & PRIORTO CDPLACEMENT OF -TYPE 2 PLACEMENT OF 0O Q" PLACEMENT z�GEOT TYPE2 ��' PLACEMENT OF O r-i Q
q FILL � ';' }.; •, 'Irr GEOTEXTILE FILL I --I p FILL _ ';'Y.: •, Irr GEOTEXTILE _ FILL 0 p �
urarGul_ ul I.D./6 MIN. n, •'p > 5m=,lqu= ur I.D./6 MIN."' H
NOT LESS = � NOT LESS = fl
_ A _ _
IT _ - - - E RTH IT _ - - - EARTH I.D./6 MIN. J �_ =n �r -_Ilr THAN 6" - =rl, -r•I- - =_rr, I.D.16 MIN. J �_ _ -_rlr THAN 6" - -_=,r-•I- ••r-, •-
.. .. .. ..
, r
I. D.16 MIN. I-m-ur=lu r_ ,n-n Iry ul=ur-rp- -I - nl-rn , W I.D./6 MIN. Iry ,-r"-rlr=nr nr= ul=rn nl n,=nr-m-I -n m w
NOT LESS THAN 6" O.D. + 3' NOT LESS THAN ?�" PER FOOT OF 'H' r 0 NOT LESS THAN 6" 3' NOT LESS THAN ?�" PER FOOT II '� r C]
BUT NOT LESS THAN 12' BUT NOT LESS THAN 12'
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3' ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR. NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR.
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION
TOP OF FILL TOP OF FILL TOP OF FILL TOP OF FILL TOP OF FILL TOP OF FILL
Z � Z
0 1 i 1 0
Round Corrugated Aluminum Pipe
2 2/3 x 12 corrugation **
Diameter Minimum cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 8
12 12 123 155 218 281 344
15 12 98 123 174 224 275
18 12 81 102 144 187 228
21 12 69 87 123 160 195
24 12 60 76 108 139 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 50 74
60 12 50 62
66 12 51
72 12 41
EC " EE " ** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
H LL
MIN. O.D. H MIN. O.D. ram- MIN. O.D. H MIN. O.D. LL Q H H H Q ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
MIN. O.D. MIN. O.D. _ -
J J
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
GROUND LINE !. GROUND LINE . GROUND LINE GROUND LINE Q
L- ~ MIXO.D..MIN. O.D.MIN. O.D. MIN. O.D. MIN. O.D....CSP - AASHTO M36
GROUND LINE TYPE 2 W GROUND LINE TYPE 2_ _ _ _ GEOTEXTILE Q ,� _ _ _ r ,� _ _ _ _ Q CAAP - AASHTO M196
- IL HDPE - * nd _ 60 HDPE - AASHTO M294
m=-Iry _ i�r -- GEOTEXT E •-_d * aximum filZ••(Minimum fill) 2' for pipe diameters > 12" a <COMPACT AFTER = 0_ - _ - = III COMPACTAFTER_ (M 1) 20' for pipe diameters < 24" T: F"I -m an r_r •.-IIm=rn_lu"r=IrrI.r}. - ir. ...:1--1 PVC - ASTM F949 or AASHTO M304
-PIPE IS PLACED }:. '••:•':: - - •,•;111 -PIPE IS PLACED }•:. - 17' for pipe diameters >_ 30" and 5 60"
H
& PRIOR TO = O W - - & PRIOR TO
COMPACT AFTER �I. D./6 MIN. - - PLACEMENT OF W J �_I.D./6 MIN. - - PLACEMENT OF W
PIPE IS PLACED NOT LESS THAN 6" nr_nl=ul=lu=nl= M=41=u1 FILL In =rlr=n 1=rI, =nl_ nl cr"=nr I Q m NOT LESS THAN 6" u=lu=rn=lu =n r- •lll=l"="I FILL u-I II = =u = Jn=w I Q 0 PVC - * (Minimum fill) 2' for pipe diameters >_ 12" and < 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
& PRIOR TO - - - - - _ - - - _ Q d' - - - - -' - - - - O d I -I
PLACEMENT OF I.D./6 MIN. AS DIRECTED Hy I.D./8 MIN. AS DIRECTED * (Maximum fill) 30' for pipe diameters >_ 12" and _< 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
FILL O.D. + 2' I.D./8 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER Z ~ X COMPACT AFTER O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER Z ("( F-I
NOT LESS THAN 6" O.D.+ 2' Q a W PIPE IS PLACED NOT LESS THAN 6' O.D.+ 2' Q d H
1112" PER FOOT OF 'H' F- J $ PRIOR TO Yz" PER FOOT OF 'H' * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE V MINIMUM COVER FOR ALL SIDE DRAIN PIPE
BUT NOT LESS THAN 12" In PLACEMENT OF BUT NOT LESS THAN 12" In IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION LL W FILL UNSUITABLE MATERIAL FOUNDATION
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" LL TO THE BOTTOM OF THE PAVEMENT STRUCTURE
PIPE ABOVE GROUND Q O PIPE ABOVE GROUND a O
GENERAL NOTES: o 0 GENERAL NOTES: 0 0 RIGID PIPE
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q 0 DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q 0 RCP - Minimum fill 1' for Class IV & CLASS V
I.D. THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BAGKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. Q = I.D. THE MA%IMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 0
( ) *
2' for Class III & Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE LU O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE L j
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT 7- rE SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 H THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, * (Maximum fill) 10' - Class II pipe
ABOVE AND BELOW SPRINGLINE. ® BELOW SPRINGLINE. 20' - Class III pipe
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
OF THE EMBANKMENT AT THAT POINT. OF THE EMBANKMENT AT THAT POINT. 30' - Class IV pipe
® APPROVED SUITABLE LOCAL MATERIAL. ® APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. 40' - Class V pipe
10 TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
/IGIII=/11= IIFIII=III= � r r .
-rl UNDISTURBED EARTH MATERIAL UNDISTURBED EARTH MATERIAL
Far fills 40 & 80 use LRFD Direct Design Method
0 0 ( g )
° LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II TYPE 1 LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II TYPE 1
7•'' SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE }•: SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
• FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE WITH TYPE 2 GEOTEXTI LE AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3 * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
ACCOMPLISH COMPACTION. 1300.01
00.0y ACCOMPLISH COMPACTION. 1300.01
00 . O i TO THE BOTTOM OF THE PAVEMENT STRUCTURE
FRAME GRATE AND HOOD GENERAL NOTES: Z �7 Z 1
BACK OF CURB SEE STD.No. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. HO O S �In
} EXPANSION JOINTS F. >'
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q Q < Q 43" NOTE
`.ye" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. UNLESS OTHE
H�DO 6" E 4,_6„ 4,-6„ rz-I�C='SU
' USE TYPE E
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER. 0 6" 6" O
Y : Y 1 _ U- J O_~ Z #4 BARS "V" STD. 640.03 FRAME, w J I, p
J� USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O O = @ EQUAL SPACES 0 0 co = B
A = GRATE & HOOD
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL ,.,-, Q Z LL ^
2 2
AS SHOWN ON STD. N0. 840.00. Q U O 3 H U O 0
_.o, ---- 6" 'o B 6" s USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. _ Z W \ / / / H- _ H- Z W
FOR e'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER CO F- LL 0 J \ i O H- w 0 J
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST V, �,, m
QUANTITIES ACCORDINGLY. O Una R _ w R _ w II O V)_
CONSTRUCT WITH PIPE CROWNS MATCHING. • r>-i - ¢ m Cl) PLAN N M A A ALIGN FRAME
PLAN T SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". 10,
LU O ¢ _ ¢ w w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES 7 LU O � EDGE OF WALL
3"
TOP ELEVATION _ X _ w wELEV.g„T FOR VERTICAL
SECTION X-X DRAWING NOT TO SCALE. C] a o v a TOP O
o o O
M �y �, USE ON FLAT EXPANSION JOINT " O
TOP ELEVATION GRADES 2% AND UNDER �
- - FRAME GRATE AND HOOD _
SEE STD.NO. 840.03 STEPS - STD. No. 840.66 STEPS - STD. No. 840.66
S 3,-0„I I , DEPRESSED GUTTER LINE B
A EXPANSION JOINT I I m r' �-3 0
PLAN
-_T TOP ELEVATION - - - - - - - - - - PLAN OF TOP SLAB SECTION S-S �" J
SECTION Y-Y
RISER HT.
VARIES
o , 6
At
.o t
0
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES - - - - -
6" o A
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
SEE
J
T SECTION J-J
WHERE 30" TO 36" PIPE IS USED
TOTE
of B
o, l
o; 1
PLAN
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
-� WATER FLOW SAG WATER FLOW
---------------------------------
WATER FLOW - SAG WATER FLOW
TYPE "F"
TYPE "E" TYPE "G"
P
RAISED FLOW ARROW
%6" HIGH
23/4'
'1
1/8" d
i2 rl 1 3/1_� I-�-
1 rr
7SECTION A -A
TYPE - F
f SECTION M-M
WHERE 42" TO 54" PIPE IS USED
J M _ M
oA
of o;
LL �I m
_°_.
PLAN
2'-113//4"
13/rr 21/,rL
1 %2 "
1 %2'I�
2 4"
1
I9%811
,19,BIr
1%21I 13/"
h�
EE
O Z
w N
c� N
z Q w
0CE: = a
� ~ LO
V
Q W =
I.- H F-
U) W -
r w N
Q Z
QO
O V
_
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
6' Fr_'#8 "W" BARS
#4 BARS "V" I
#4 BAR
N
EXPANSION JOINT
TOP
USE ON GRADES OVER 2% ELEV.
Ca EQUAL SPACES
10 I DEPRESSED GUTTER LINE
I I MAX. 6' -0"
EXPANSION JOINT
#4 BARS "U" 1%2"
1 O ti v
DOWEL
ELEVATION
SECTION R-R
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS
OF
BOX AND
PIPE
I COVER
DIMENSION
ICU.YDS.
CONC.
IN BOXI
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTL
WIDTH
SPAN
IMIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
LES.
TOP
SLAB
BOTTOM
SLAB
TOT, CONC.
OA YINIWM
HEIGHT H
D
A
B
C
G
H
E
F
NO.
LENGTHI
NO.
LENGTH
NO.
LENGTH
C.M.
R.C.
12"
3'-0"
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
0.023
0.036
181,
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9°
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'- "
0
4
1'- "
5
2
3'-9"
3
3'-9"
39
.12
0 3
0 3 21
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-1O"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
W-0"
2'-2"
4'-5"
5'-3°
1'-5"
3'-2"
1 4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.73a
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0. 31 7
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-"'
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
0.386
2.387
0.297
0.401
¢
o Z
FRAME,GRATE, & HOOD ASS Y
w �
c� N
H Q W
Q CO N
� = w
O L) _
un
U7
Qp V
=
SECTION - AA
Z
W =
� H �
U) W =
} � N
Q 0 r
R� Z
Q O
31/2 3'-0" 31/2"
SECTION - KK
K
RCP - AASHTO M170
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
V MINIMUM COVER FOR ALL SIDE DRAIN PIPE
z
o Tn
QQ
izi�(3U
LLJC"D
O O ca
W Q Q ILL=
"0 QUr0-I
H
H- = z
co frILL LL, Cl) <
J CL H
,L 0
C]
Z
0
H
O QLL
OLU
J
J
J
N
ccQ
0 IZ"I
W
F-
_ _
a CD
z Fi w
Q a =
C/) LL J
Q
O LL
3o
_
W
M
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 300.01
Z
O In
H }
AND "G" GRATE - Q ¢
VOTED. P X* P z = U
ILL _J
OOU)=
A :_1 Cr 2!
Q =
2/81, I 2%8" Q C) Ir
N N c~nF�o_j
SECTION - LL SECTION - MM O " Q
o
Z U) =
)Ow E 15�8 ao H
m
wo
-MENT o -�� 1„ co\_ r o
CT ION '0 -
F-1-
ION - BB �� r
SECTION - PP SECTION - NN
m 3 Z
N �� = G H
oOQ
2-0° 6„ to
O i
m
H o
3' 0 U
v ,n
I( a a 1'14,r
L M �, °' cr Iy Q IL
z<<
CC
L M m F 0. CO
7" \ U)
J FRAME PLAN " >- - O
SECTION - JJ Q W
3'-0/B„ 55/g" Q �
R 3" R 1/211 QO � 5
_ LL _
1 /21, 6" 2'-0" 6" %2y2,1 LL
3/ rr 0 4% 1/2
2'-111i21r
R RR SHEET 1 OF 2
SECTION
840.02 I
* RISER HAS
.228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
1840.02 I
HOOD ELEVATION
1840.03
zo
6"
'L'
6"
6"
'WI
6"
z
GENERAL NOTES:
z
Cl)
F >
(D0
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
OPENING SHALL BE
LOCATED AS REQUIRED
'L' OR 'W' + 1'-0"
0U)
}
QQ
Q
- z
1/2 CLR. TYP.
#4 REBARS
z
m
4
#4 REBARS
QQ
Q
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13,
Z
s
#4 KEBABS
_
QQ
Q
H of U
o
840.14, 840.15, 840.17, 840.18, 840.19, 840.26,
_
6" CENTERS
m
H U
LLIZ
O O =
Z--- - - - - --
o
0
- - - - - --
LL J dF1Z
0 0 =
840.27, 840.28, 840.31, 840.32 AND 840.41.
m
"c)
o
LL.-i
O O =
LU Q z w=
Q
i
..
w
p
i i'•
w
o
THE PATTERN OF THE
.a.
W Cr z LL ^
=
* INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
#s BARS
w Q z w ^
=
H U cc o cs
Q
o i
o
J
Do
_
I
.
w
m
_
KNOCKOUT
: •
p ..
v •.°...
Q
c) o c�
Q
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
@ OPENING
~ C-) Q O O
Q
F- H
= z w
O F- O
: i
Q¢
, i
.
H
m
PANELS ARE SHOWN
°
:• •
�:
°
H
= z w
* DO NOT PLACE PRECAST DRAINAGE STRUCTURES
STEPS
SECTION C - C
H H1
= z w
�, o
w J
of O H Q
3"
o.
Q
x
3„
1
¢
x
FOR ILLUSTRATIVE
o. ,
d':: o ° o ':
:: o
o
O
p Q
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
p � Q
O O2
z Hy
>
¢
>
¢
PURPOSES ONLY.
p•.•
p':. •.:•
: ° . • .v,. ° .
:.. p'.
o ° .'
°
O O�
z ry
USE 4000 PSI CONCRETE. C
#5 BARS
@ OPENING
3
C
3
O OpE
ao
#5 REBARS 12" �?
( #5 REBARS I
:
°
:°:'o''o '• 'v'
°.'o'''D 'O
,
00 0 r
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
o,
wr
w
CENTERS (TYP.)
12"CENTERS
o'•
::'P
6 :�
;'�
6 ' '.6
w O
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064.
�'�'.a �'�
'::•.°''
r
w o
o
--------
:o
-----
o
°. •°.
� o•
:°o
:o:°.o
°
' o
r
* WAFFLE WALL
DEPTH P BOTTOM LAB W
LIMIT MAXIMUM H TO TO OF BO 0 S FOR A
-
---------�
a,:: ?p :..o, :.•o
•o••• ?• 6" MIN °:
r
z';'
:.D • . :;D
o
:;'v
;..v ;:D
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
.•
SECTION
SECTION A -A
�o
SECTION B-B
o.
0.• ° .
° .
.o.• ° .'
°
TO 15'-0"-
m
o. 0.
D�
D
�' �'� ;�
'.''.o
',�'�
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6"
•o •oa •
SECTION B-B B m
za :_........:. , ..
U C m o A #4 REBARS A C
CD = T o
U +
TYPE - E a U o
RAISED FLOW ARROW p
HIGH 23/
°C LIJ o B o
Oo •.
a
z�
1" MIN.
0
4x4 W4xW4
WWF (LAP
> WWF 6" ON-
TO REBARS)
J
U
'.
v o
v
W
OSHA STANDARD 1926.704.
PLAN TOP SLAB
LU
1" MIN.
°••', :�' :o •'
c
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
: p: o
CLR. (TYP)
:•
w �
REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
_j :o:; , o. :o•'
¢ � _
C
°
O
SO THAT PIPES ENTER THROUGH THE
" �"
O
WAFFLE WALL ISOMETRIC VIEW
J
KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
CORNER CUT DETAIL
LL '-'
c7
z Q
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" of
p p
(SOLID WALL BOX)
z �
#5 REBARS @ 12
H
WALL IS PROVIDED ABOVE THE HOLE.
o'
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CENTERS (HORIZ.
& VERT.)
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* ALL ELEMENTS PRECAST TO MEET ASTM C913.
s" L' oR `w' s"
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(USE WITH
W LL
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
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4' X 4' & LARGER
p (5 Q
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
REBARS
¢ 0 Q
DRAINAGE STRUCTURES
DE Q
PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
1" CLR o' 64 CENTERS �
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/ = p H z 6" L' 6" TYPICAL) :o : Z #a REBARS , m � LJ Z w
'N z Q Q D �..� p STEPS AS DIRECTED BY THE ENGINEER. 1" �. 6" CENTERS
\� Q WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW °•'o'�:b '• o'�;% Q Q Q WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG o'• , CLR Q Q z
_ O i0 z 6" L' 6" 6 W 6 ° °' U) G 0 AS THE SAME AREA OF STEEL IS PROVIDED. U) O J
H
o ° °'• SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER Q
�+O :.p :°:'o'':;' J PRECAST RISER PLAN PRECAST RISER DETAIL }
1 Q W w o' o o Q H BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, Q I- LU
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3 " 0 1" MIN. CLR. 1" MIN. CLR. ; o. q'.•:: ; o. �'.•:: o. �'.•: •' o. •' p, o N AASHTO M-198, TYPE B - BUTYL RUBBER. ° o N w
" 4x4 W4xW4 _ o :•D v' D o P. o :•D o LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR '` o• '"s o C7
1 /2„R Cr pC Lu WWF LAP o ° . ° . ° ° . ° . DE ::? •v r ..
1/8'r LL O : 4x4 W4xW4 o o ( w o;' . :o:' . :o;; . o.':o;; ;o;:. W DIMENSIONS OF 5'-0" X 5'-0 s; o' o '' ` W
WWF 6" ON- °' m - o. o. ..: . o. o. . . o• V. •.
LL
2'-113/4 a; WWF (LAP WWF CD m TO REBARS) H¢1 m :v ;°.'o''::'D °.'o'':"� °:'o"::'D °.9. a * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING a
1 /2,r 6' ONTO REBARS) C ¢ ;a :: ¢ X "'. D, .o °':. o',.. ..... REQUIRED 0';•.v '°':. D;•.o °'' REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
¢ ¢ :: ° > ¢ o• o• o• ' SIZE WHICHEVER IS GREATER. 6 6
1 %2 r` y ° #5 REBARS 12 > o, #5 REBARS : p :°: o, .: o :°: o .: D
CENTERS (TYP. ) i2" CENTERS p o', o .'° '. o, o .' USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
�J REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
� •. •: o, o •.: .
\I SECTION A -A SHEET 2 OF 2 1 , SHEET 1 OF 2 SHEET 2 OF 2
TYPE G " 840.03 SECTION 'C-C' SECTION 'D-D' SOLID WALL ISOMETRIC VIEW 840.45 OPTIONAL JOINT DETAILS 840.45
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C3 PROJECT #:
18-023
REVIEW PROJECT #:
-�
SHEET #:
C-2.4

MANHOLE FRAME AND COVER (TYP)
- OFF ROAD: ANCHOR TO TOP WITH FOUR (4)
STAINLESS STEEL EXPANSION BOLTS
- IN ROAD: CONCRETE COLLAR BELOW FINISHED
ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE
-
BRASS THREADED CLEANOUT
6" THICKAND T MINIMUM O.C.
- FRAMETOBESETINMASTIC
SEE TOWN OF PITTSBOROZI
__
-PLUG (ALL USES)
SPECIFICATIONS FOR SEWER2
1-2 TOP COURSE
SERVICE TAPPINGFLUSH
WITH
COURSES OF GRADE RINGS
FINISHED GRADE
MAXIMUM IN ROADS ONLY.
�`::,•;s�
w
NO GRADE RINGS ALLOWED
28" =' "�*}:
IN OFF -ROAD INSTALLATION.
HB BINDER COURSE
j
UNDISTURBED EARTH
RINGS TO BE SET IN MASTIC
CONCRETE COLLAR, MIN. 6"THICK AND 5'STRAIGHT
WALL OF
MIN. O.D. (MUST SPAN FRAME/CONE JOINT)
M.H. TO BE LOCATED
CATE TAPE 4" SCH40 PVCOVERINLET
MANHOLE STEP ARE NOT
M I N . SLOPE -1 %
TO BE PROVIDED
- -
NON-SHHRINK GROUTINTERIOR JOINT: LYII
I
I
\
BUTYL RUBBER
MASTIC JOINT (TYP)
6" WIDE BUTYL MASTIC 's
TAPE ON EXTERIOR OF
JOINT (TYP)
MH DIAMETER
RESILIENT RUBBER BOOT See "Standard Specifications"
WITH SS CLAMPS
NOR7-
o
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m0
78za^
EFFECTIVE: 10/01/16
EXISTING TOWN MAIN
TO BE TAPPED
I_1
PRECAST MANHOLE
OPTIONAL BLOCKING - 2" x 8" x 12" -
SOLID CONCRETE MASONRY UNITS
AS INDICATED.
Q
7 7%
- J
��IORTyO
��
WOODFORMS-
O
a
EFFECTIVE: 10/01/16
NOT TO SCALE
ADD 4X3 REDUCERS
4x4 4x4
TEE TEE
0 0
FLOW
3" METER ASSEMBLY
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARDNO: SS-04-008
AS REQUIRED
NLu
Z
+
+
-
NEW LINE
TO BE- w
X
CONSTRUCTED
KEEP BOLTS AND JOINTS
FREE OF CONCRETE
PLAN
x
---------- - - - - -
�� TRENCH
--------
-I -o
x+4"
MIN.
PVC CONNECTION DETAIL
QO �A0FR?
0
�1r► o
,,178�,
a
EFFECTIVE: 10/01 /16
NOTES:
1. TAPPING SLEEVE TO BE PLACED A
MINIMUM OF 18" FROM ANY BELL
COUPLING, VALVE, FITTING OR OTHER
OBSTRUCTION.
2. CONTRACTOR SHALL EXCAVATE AS
SHOWN AND SHALL SET TAPPING
SLEEVE AND VALVE AND TIGHTEN ALL
BOLTS PRIOR TO THE PRESSURE TEST.
3. ALL TAPPING SLEEVES AND VALVES
MUST BE PRESSURE TESTED PRIOR TO
BLOCKING OR TAPPING. THE TEST MUST
BE WITNESSED AND APPROVED BY THE
INSPECTOR.
4. BLOCKS ARE TO EXTEND TO
UNDISTURBED GROUND AND BE
INSTALLED BEFORE THE TAP IS MADE.
ALL FLANGE BOLTS SHALL BE FREE AND
CLEAR OF CONCRETE.
5. CONCRETE THRUST BLOCKS NORMALLY,
CURE TIME FOR CONCRETE IS 24 HOURS
BEFORE BACKFILLING.
6. TAPS SHALL BE MADE BY APPROVED
CONTRACTORS.
7. THIS DETAIL COVERS TAPPING SLEEVES
4" THROUGH 16" IN SIZE ON DUCTILE
IRON, CAST IRON AND ASBESTOS
CEMENT PIPE. ANY OTHER SIZE OR TYPE
OF PIPE WILL REQUIRE A SEPARATE
SUBMITTAL AND APPROVAL BY THE
ENGINEER OF RECORD.
SIZE OF
PIPE BEING
CONNCECTED
MINIMUM THRUST AREA
REQUIRED EQUALS (Ax B)
(SQUARE FEET)
4" AND LESS
3
6"
4
8"
6
10"
9
12"
13
16"
23
ELEVATION
INSTALLING TAPPING
SLEEVES AND VALVES FOR WATER MAINS
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: PW-03-003
GENERAL NOTES:
1) METER AND BYPASS ASSEMBLY PIPING TO BE DUCTILE IRON FLANGED PIPE INSIDE THE VAULT.
2) METER FACE TO BE A MAXIMUM OF 3 FEET BELOW FINISHED GRADE.
3) ACCESS DOOR SHALL BE H-20 RATED ALUMINUM DOUBLE DOOR WITH A MINIMUM OPENING OF 48" X 48".
4) VALVES SHALL BE IRON BODY TYPE, RESILIENT WEDGE GATE VALVES WITH NON -RISING STEM, HANDWHEEL OPERATORS
AND FLANGE CONNECTIONS. SUPPORTS SHALL BE EITHER SOLID BRICK, SOLID BLOCK, OR CMU.
5) TO ENSURE POSITIVE DRAINAGE, THE VAULT SHALL BE TIED INTO THE EXISTING STORM DRAINAGE SYSTEM, IF POSITIVE
DRAINAGE IS UNOBTAINABLE, A SUMP PUMP SHALL BE LOCATED AND OPERATED IN THE VAULT.
6) ALL COMMERCIAL OR OTHER NON-RESIDENTIAL APPLICATIONS REQUIRE AN ABOVE GROUND BACKFLOW PREVENTER.
7) DOUBLE DOORS SHALL BE LOCKABLE WITH OWNER -SUPPLIED PADLOCK.
6„
10'-0"
SECTION VIEW
(SEE SHEET 2 OF 4 FOR PLAN VIEW)
48"x48" OPENING
STANDARD VALVE BOX
BROOM FINISH
& EDGE
FINISHED GRADE
- - - - - - - - -
/ ////IMULTISE
s
IN JOINT
\
18"
,8"
\
MIN.
MIN.
a
GATE GATE
\
o
VALVE VALVE
p
Z
ALL PIPING INTO THE °
12" 4x4
- DISMANTINING -
4x4 12"
\�
C?VAULT
SHALL BE -
MIN. TEE
STRAINER JOINT
TEE MIN.
4
\ >
a
RESTRAINED -',
o
o
•. /
FLOW
3"
FLOW 2*
ku
FLOOR DRAIN
WATER
W/DEBRIS
METER 12"MIN.
SLOPE2.0%TO
MAIN
SCREEN
FLOOR DRAIN
12" MINIMUM # 57 STONE 6„
m
OR
p1 T
ZS'
DRAIN @ 1%MINIMUM
SLOPE TO DAYLIGHT OR
O"
� O
m�.�
STORM DRAINAGE
_ _
-- =�-� =
_ UNDISTURBED
I ITL � I= 1-1i1- SUBGRADE
��787a�o
TI-III-I '
--_
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
STANDARD 3" OR 4" WATER METER
INSTALLATION & VAULT
DETAIL
EFFECTIVE: 10/01/16
STANDARD NO: PW-03-001.01
TRACER WIRE -NO. 12
GAUGE SOLID
COPPER BARE WIRE
ATTACHED TO PIPE
RIGHT OF -WAY
45° BEND
WYE
4" SCH 40 PVC
#78 STONE
SEWER SERVICE CONNECTION AND
CLEAN OUT DETAIL
AREA REQUIRED
FOR 90° BEND
i
1/2 AREA REQUIRED
FOR 90° BENDS
-AREA
FOR TEE
O NORES
C
0
78��
EFFECTIVE: 10/01/16
CLEAN OUT DETAIL
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: SS-04-005
TYPICAL LOCATIONS OF THRUST BLOCKS
THRUS
BLOCK
LOCATOR WIRE CON
ALL VALVE BOXES/ N
SERVICES/LATERAL
BEDDING
NOTES:
1. BEDDING PER RESPECTIVE SPECIFICATION
2. MINIMUM 4" FOR PIPES 12" DIAMETER (D) OR SMALLER
01 NORT,y 3. MINIMUM 6" FOR PIPES LARGER THAN 12" (D)
IL
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d r
PIPE BEDDING DETAIL
EFFECTIVE: 10/01/16
T
�F STe
9/Y �O
F� C'/r
NOTES:
1. TABLE IS BASED ON 200 P.S.I. TEST PRESSURE
AND 3,000 LBS/SQ FT. SOIL. IF CONDITIONS ARE
Q
FOUND TO INDICATE SOIL BEARING IS LESS, THE
AREAS SHALL BE INCREASED ACCORDINGLY.
2. AREAS FOR PIPES LARGER THAN 16" SHALL BE
CALCULATED FOR EACH PROJECT.
3. FORM ALL NON -BEARING VERTICAL SURFACES.
1
4. THRUST BLOCKS ARE TO EXTEND TO
UNDISTURBED GROUND. CONCRETE TO BE
CLASS 'C'.
SECTION A -A
THRUST BLOCKS FOR WATER LINES
MINIMUM THRUST BLOCK AREA
REQUIRED YxW SQ. FT.
PIPE SIZE
WATER PIPE
TEE, DEAD END,
90° BEND
45° & 22 1l2°
BENDS
4" OR LESS
3
3
6"
4
3
8"
6
3
10"
1 10
5
12"
1 14
7
16"
1 24
12
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-008.00
SAWCUT OR MILL EDGE & TACK
SAWCUT OR MILL EDGE & TACK
(SEE NOTE 9)
(SEE NOTE 9)
SAWCUT OR MILL EDGE & TACK
48" MIN
48" MIN A.C. SURFACE &
(SEE NOTE 9)
12" 12" A.C. SURFACE &
12" 12" BASE COURSES
A.C. SURFACE 8
MIN MIN BASE COURSES
MIN MIN (SEE NOTE 5)
BASE COURSES
(SEE NOTE 5)
(SEE NOTE 5)
12"MIN OR e0;o c"e0eo
opeooe 0000
000Ooeo
opeo'en
MATCH EXISTING O° a
'
Qm
MATCH EXISTING e° a ae
BASE, WHICHEVER v0 e o o°:°o ° so:°
a° e o ° 24"
THICKNESS
IS GREATER o e o o eeo°ee°
°�
BASE: a o° o 00
A.B.C. PER SECT. o c 0 ° O SHELF
°
BASE:
A.B.C. PER SECT. ° °8 O °
° 0
OR (SEE NOTE 2) o ° ° o o •
o c 0 °o FINAL BACKFILL:
°O
OR CLSM o • o O °
(SEE NOTE 2) 0 0 °o
o 0 0o FINAL BACKFILL:
00•°O o 00•0
BASE: 0 0
A.B.C. o ° 0o o FINAL BACKFILL:
° 0 0 A.B.C, GRANULAR
°e0o
0
° 00 A.B.C, GRANULAR
o
° o ° A.B.C, GRANULAR
o °.Oo
Oo 0 0 ° BACKFILL, OR NATIVE
O•oo O°
e0o
O o 0 o BACKFILL, OR NATIVE
O
O o 0 ° BACKFILL, NATIVE
O 0.
BACKFILL OR CLSM
a o (SEE NOTES 2 & 3)
c o o BACKFILL OR CLSM
o e 0 °� ° (SEE NOTES 2 & 3)
R
o o • O ° o o BACKFILL OR CLSM
o (SEE NOTES 2 & 3)
`
o °
`
OO
\
OO
Oo o°e0o
Oo Oo
Oo Oo
TRENCH WIDTH TRENCH CROSSSECTION
TRENCH WIDTH TRENCH CROSS-SECTION
TRENCH WIDTH TRENCH CROSS-SECTION
TYP.
TYP.
TYP.
"T TOP" TRENCH REPAIR
TYPE "A" TRENCH REPAIR
TYPE "B" TRENCH REPAIR
RESTORE SURFACE OUTSIDE OF TRENCH LINES DAMAGED DURING
SAWCUT SAWCUT
CONSTRUCTION WITH LIKE MATERIAL TO ORIGINAL CONDITION
MATCH ADJACENT GROUND SURFACE
12" 12"
48" MIN WHEN FINAL STREET ELEVATION IS UNKNOWN.
N� MIN
12' 12_
OTHERWISE, PLACE TO FINISHED SUBGRADE.
°
MIN MIN
EXIST. PCCP
•
• •
.o"oeeeo
OV
8" MIN °
° e•°oe
eo co
.. • "e
• . ' ''
0°eo 0
a o•eoo°°e SURFACING: MATCH
o e
24 °eve °'°o°°•
o
BASE (IF EXISTING). ° e ° ° TYPE & THICKNESS
MATCH TYPE & ° 00 0 : oo OF EXISTING
o oa
0 0 0 0 0 SHELF
THICKNESS o 0 0 0° o
BASE:
CLASS A CONCRETE o 0 0
° 0 °o
o
OF EXISTING, BUT o •oO o o
A.B.C, GRANULAR o o o
o FINAL BACKFILL:
O° A.B.C, GRANULAR
° ° p °e
NO LESS THAN 9" o p o FINAL BACKFILL:
o
BACKFILL, OR NATIVE ° 0 °o
°o0 0 o FINAL BACKFILL:
BACKFILL (SEE NOTE 2) 0
0 o ,0 ° BACKFILL, OR NATIVE
0 0 O o 0
BACKFILL OR CLSM
0 o O ° e0 o A.B.C, GRANULAR
00 0 0 o BACKFILL, OR NATIVE
Oo
0 o e0 o A.B.C, GRANULAR
o O o BACKFILL, OR NATIVE
o 'oO o o (SEE NOTES 2 & 3)
0
o ° BACKFILL OR CLSM
.000.
e
o.°oo O ° BACKFILL OR CLSM
•
0
o c° Qo e°
e 0 ° o (SEE NOTES 2 & 3)
(SEE NOTES 2 & 3)
0 0 0 0
TRENCH WIDTH 0 ° o ° •0 °
O o OO e0 0
O o OO e0 0
APPROVED
°
SPECIFICATIONS TRENCH CROSS-SECTION
TYP.
TRENCH WIDTH CROSS-SECTION
TRENCH WIDTH TR NCH CROSS-SECTION
,TRREENCH
YR
TYP
"T TOP" TRENCH REPAIR
TYPE "D" TRENCH REPAIR
TYPE "E" TRENCH REPAIR
(TRENCH IN PORTLAND CEMENT CONCRETE PAVEMENT)
(TRENCH NOT UNDER CONCRETE OR ASPHALT PAVEMENT)
(TRENCH IN FUTURE ROADWAY PRISM OR ALLEY)
NOTES:
1. PAVEMENT MATCHING AND SURFACE REPLACEMENT
SHALL BE IN ACCORDANCE WITH APPROVED SPECIFICATIONS.
2. TYPE OF BACKFILL AND BASE (IF APPLICABLE) SHALL BE AS NOTED HEREIN UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. IF NOT SPECIFIED,CLSM SHALL BE 112-SACK
3. TRENCHES LESS THAN 24" WIDE SHALL BE
BACKFILLED FROM TOP OF INITIAL BACKFILL TO BOTTOM OF SURFACING MATERIALS WITH 1/2 -SACK CLSM.
4. BASE, FINAL BACKFILL, AND PIPE EMBEDMENT ZONE COMPACTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.
5. ASPHALT CONCRETE SURFACE AND BASE COURSES SHALL COMPLY WITH SPECIFICATIONS.
6. USE TYPE "A" FOR LONGITUDINAL TRENCH
REPAIR AND USE "T-TOP' FOR TRANSVERSE TRENCH REPAIR UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. TYPE "B" TRENCH REPAIR
MAY BE USED FOR TRANSVERSE TRENCH REPAIR IF SPECIFIED BY THE TOWN OF PITTSBORO.
7. PROVIDE MINIMUM 12" WIDE SHELF AS SHOWN IN -r-TOP" TRENCH REPAIR AT ENDS OF TYPE "A" TRENCH REPAIR EXCEPT WHERE
R Ty
EDGE ABUTS EXISTING CONCRETE.
0 •N 6. USE "T-TOP" PAVEMENT REPLACEMENT WHERE A TRENCH IS NOT PARALLEL TO A STREET OR GOES THROUGH AN INTERSECTION.
0 9. EXPOSED COPPER OR POLYETHYLENE WATER PIPE UP TO 2" IN DIAMETER IN TRENCHES TO BE BACKFILLED WITH CLSM SHALL BE WRAPPED WITH MINIMUM 3/4"
THICK PREFORMED PIPE -COVERING FOAM
INSULATION BEFORE PLACING CLSM.
787�=
TOWN OF PITTSBORO
TRENCH BACKFILL AND
STANDARD CONSTRUCTION
SURFACE REPLACEMENT
DETAIL
EFFECTIVE: 10/01/16
STANDARD NO: MU-02-009.00
ADD 4X3 REDUCERS
b}► al � CIE � 71G }►
FLOW 4x4 4,4 FLOW
TEE 3" METER ASSEMBLY TEE
STANDARD VALVE BOX ALL PIPING INTO
VAULT SHALL BE
RESTRAINED
d
Q am,
"' ) FLOW 7�►
011NORTA/
C�
�►� 0
+78J�a^
EFFECTIVE- 10/01/1
TOWN OF PITTSBORO
STANDARD CONSTRUCTION
DETAIL
STANDARD NO: MU-02-011.00
PLAN VIEW
(SEE SHEET 1 OF 4 FOR SECTION VIEW)
o GATE VALVE ° RESTRAINED FLANGED- UTILITY ANCHORS �e
(TYPICAL) COUPLING ADAPTER 18 MIN. (TYPICAL)
a IFLOOR �t BY-PASS
DRAIN I e
12" I`a a
MIN. a
4x4 0 0
TEE I 1
't 00
a
18"
MIN.
# 57 STONE (SHOWN CLOSED)
(SEE SHEET 1 OF 4) ° I SLAM LOCK LIFTING
HANDLE
a a m
4-4-
10, 6e
TOWN OF PITTSBORO
STANDARD 3" OR 4" WATER METER INSTALLATION & VAULT sTANDARDEoANLTRucTION
STANDARD NO: PW-03-001.02
`I
°a
12"
MIN.
4x4
TEE
IINK SEAL OR
BOOT
CONNECTION
ACCESS DOOR
///////
/Ix
�
MIN. /\/
/\T\ WATER
\i�
STRAINER METER
oo
/ \/� \/�/�/�/
/ / - i %/
hj\/\/\/\
RESTRAINED
DISMANTLING JOItJT
\i
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W
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U)
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OQz2,;
Cl
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a C M
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NOT FOR
SCAR /�����i
`� • ••••y/
i
9
• 038" 2 q
•
CONSTRUCTION
� W
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C3 PROJECT #:
18-023
REVIEW PROJECT #:
1111-�
SHEET #:
C-2.51

SILER SQUARE APARTMENTS - UNIT COUNT AND SQUARE FOOTAGES
Unit Type
Description
Count
Heated Square
Footage Per Unit
Gross Square
Footage Per Unit
Total Heated
Square Footage
Total Gross
Square Footage
UNITA(a)
1 Bed/1 Bath Accessible
3
740
788
2220
2364
UNITA(b)
1 Bed/1 Bath
15
740
788
11100
11820
UNITA(c)
1 Bed/1 Bath
1
791
861
791
861
UNITA(c1)
1 Bed/1 Bath
1
761
823
761
823
UNITA(d)
1 Bed/1 Bath
2
746
816
1492
1632
UNIT B(a)
2 Bed/2 Bath Accessible
3
985
1038
2955
3114
UNIT B(b)
2 Bed/2 Bath
15
985
1038
14775
15570
UNIT B(c)
2 Bed/2 Bath
1
1087
1161
1087
1161
UNIT B(d)
2 Bed/2 Bath
1
1093
1197
1093
1197
UNIT B(e)
2 Bed/2 Bath
1
1024
1108
1024
1108
UNIT B(f)
2 Bed/2 Bath
1
j 1094
j 1188
j 1094
j 1188
Total
44
38392
40838
NOTES:
A MINIMUM OF 5% OF THE UNITS ARE ACCESSIBLE.
2. A MINIMUM OF 2% OF THE UNITS ARE DESIGNED FOR THE HEARING & VISUALLY IMPAIRED.
SILER SQUARE APARTMENTS - BUILDING UNIT MIX AND SQUARE FOOTAGES
Building
# of
Stories
A(a)
A(b)
A(c)
A(c1)
A(d)
B(a)
B(b)
B(c)
B(d)
B(e)
B(f)
Total
Total Heated
Square Footage
Total Gross
Square Footage
Building One
3
2
10
2
10
24
20700
24367
Building Two
3
1
5
1
5
12
10350
12177
Building Three"
1
-
-
1
1
2
-
-
1
1
1
1
8
9034
9901
Clubhouse
1
-
-
-
-
-
-
-
-
-
-
-
-
1574
1958
Total
3
1 15
1 1
1 1
1 2
1 3
1 15
1 1
1 1
1 1
1 1
1 44
41658
48403
NOTES:
HEATED SQUARE FOOTAGE IS MEASURED INTERIOR WALL TO INTERIOR WALL, NOT INCLUDING EXTERIOR WALL
SQUARE FOOTAGE. INTERIOR WALLS ARE NOT DEDUCTED.
GROSS SQUARE FOOTAGE IS MEASURED EXTERIOR SHEATHING TO EXTERIOR SHEATHING AND INCLUDES
BALCONIES, PORCHES, EXTERIOR STORAGE, AND BREEZEWAYS.
HEATED AND GROSS SQUARE FOOTAGE FOR BUILDING THREE DOES NOT INCLUDE CLUBHOUSE. CLUBHOUSE
HEATED AND GROSS SQUARE FOOTAGE IS LISTED SEPARATELY.
Site Plan Notes:
1. Subject property is 2.36 AC.
2. Total parking space provided is 66 which is 1.5 per unit (the minimum allowed by NCHFA for this project). This includes 7 accessible parking
spaces which is one per accessible apartment unit plus one for the manager's office.
3. The subject property does not contain any streams and is not located within any floodway or 100-year floodplain.
4. The following is a list of design items that will be incorporated into the full drawing package prior to permits/construction:
a. Drive aisles to be a minimum of 24' wide with parking spaces minimum of 9' wide by 19' deep.
b. Handicap parking sign post location and illustration of the sign.
C. Sidewalks construction for the handicapped shall confirm to the requirements of the NC State Building Code.
d. A Knox Box for Fire Department access will be installed prior to certificate of occupancy.
e. Minipark specifications including illustration, size, and quantity for park facilities, buildings, benches, tables, non -tot playground, and tot
lot playground equipment.
f. Opaque dumpster enclosure details.
g. Full civil engineering design for including proposed total area of disturbance, limits of disturbance, stormwater drainage, grading, berms,
and erosion controls. The existing built-up area (BUA) for the subject parcel is approximately 1.11 AC (47% of the 2.36 AC parcel). The
proposed BUA is approximately 1.17 AC (50%). It is currently anticipated that this will be accomplished under the parking areas in
lieu of a detention pond.
h. Proposed and existing water and sewer lines, fire hydrants, outdoor lighting, garbage dumpsters/carts, utility easements.
i. Site lighting plan.
j. Landscaping plan in compliance with Screening and Trees (Article 19 and Appendix E) that includes required screen type, parking lot
shade trees, and existing vegetation.
5. Call 811 before digging to locate underground utilities.'
6. All on site driveways, sidewalks, parking lots, and entrances/exits to buildings shall be sufficiently and adequately lighted to ensure the security of
property/buildings and the safety of persons.
7. On site lighting shall not unnecessarily illuminate any other lot or public street.
8. To the extent practicable, this development shall conform to the natural contours of the land and natural and preexisting manmade drainage ways
shall remain undisturbed.
9. This development must be provided with a drainage system that is adequate to prevent the undue retention of surface water on the development
site.
10. No surface water may be channeled or directed into a sanitary sewer.'
11. Whenever practicable, the drainage system of this development shall coordinate with and connect to the drainage systems or drainage ways on
surrounding properties or streets.
12. Construction specifications for drainage swales, curbs and gutters, and storm drains are contained in Appendix C.
13. This development shall be constructed and maintained so that adjacent properties are not unreasonably burdened with surface waters as a result
of such developments'
14. No development may be constructed or maintained so that such development unreasonably impedes the natural flow of water from higher
adjacent properties across such development, thereby unreasonably causing substantial damage to such higher adjacent properties'
15. No development may be constructed or maintained so that surface waters from such development are unreasonably collected and channeled
onto lower adjacent properties at such locations or at such volumes as to cause substantial damage to such lower adjacent properties.'
16. Stormwater control facilities shall be maintained by the developer.
17. Any variation to the approved plan shall be brought to the attention of the Town of Siler City Director of Planning and Community Development for
evaluation and revised plan submitted for review and approval.
18. Vehicle accommodation area surfaces shall be kept in good condition (free from potholes, erosion, dust, etc.).
19. Parking spaces in areas surfaced in accordance with concrete/asphalt shall be appropriately demarcated with painted lines or other markings.
20. No obstructions are allowed within the 10'x70' sight distance triangles located at driveway exits
21. Prior to any final planning approval:
a. Submit actual as -built plan for all stormwater management facilities or practices after final construction complete'
b. Execute and record with the Register of Deeds a stormwater management facility operation and maintenance agreement per §249.'
C. Submit written final inspection approval for driveway and encroachments from NCDOT'
Additional Notes from CUP Review #1
1. All signs require sign permit approval prior to installation.
2. Vehicle accommodation areas of all developments shall be designed so that sanitation, emergency, and other public service vehicles can serve
such developments without the necessity of backing unreasonable distances or making other dangerous or hazardous turning movements.
3. Every vehicle accommodation area shall be designed so that vehicles cannot extend beyond the perimeter of such area onto adjacent properties
or public rights -of -way. Such areas shall also be designed so that vehicles do not extend over sidewalks or tend to bump against or damage any
wall, vegetation, or other obstruction.
4. Circulation areas shall be designed so that vehicles can proceed safely without posing a danger to pedestrians or other vehicles and without
interfering with parking areas.
5. The perimeter of parking areas shall be defined by bricks, stones, railroad ties, or other similar device.
6. Sidewalks shall be provided linking dwelling units with other dwelling units, the public street, on -site activity centers such as parking areas, laundry
facilities, and recreational areas and facilities.
7. All building exits shall adjoin a sidewalk that connects the residents to parking lot, mailboxes, garbage facility, open space, minipark, etc.
8. New developments exceeding 7% imperviousness shall install stormwater controls designed to maintain predevelopment hydrographic conditions,
including flow volumes.
9. New developments should use the N.C. Division of Water Quality Stormwater Best Management Practices (BMP) Manual.
10. New developments should use infiltration practices (e.g., rain gardens, parking lot bioretention areas, increased sheet flow instead of ditching, and
disconnect impervious areas) instead of detention ponds to maintain predevelopment hydrographic conditions, including base flow during low flow
conditions.
11. Provide calculations showing pre and post development runoff rates'
12. If 1 acre or more is disturbed then:
a. Submit NCDEQ erosion control letter of approval'
b. Submit NCDEQ stormwater permit for Phase 2 tipped county'
13. Recreational Facilities & Open Space (Article 13)
a. Minipark area is labeled on adjacent site plan, showing the calculated required area of 8,624.88 and the provided area of 8,854
SF. This is broken down into 3,750 tot lot, 4,200 SF picnic area, 228 SF fitness room in clubhouse, and 676 SF multi -purpose
community room in clubhouse.
b. An illustrated and dimensioned layout of tot lot playground are attached. There will be two picnic tables with 8 chairs (details are
attached). We are showing two benches in the tot lot playground area (details are attached). The picnic area also has two benches along
with a grill.
c. The playground structures serve children between ages 2 and 12.
d. The surface around the playground will be engineered wood fiber in compliance with ASTM F1292 and ASTM F2075.
e. The playground structure recommended protective surface zone has overall dimensions of approximately 30'-3" x 22'-8". The
engineered wood fiber will be installed per specifications at minimum area of the recommended protective surface zone by the
playground manufacturer. Beyond the playground border will be grassed with a black vinyl chain link fence that
encompasses an area approximately 60'x60'.
f. There will be borders around the playground to contain the surface material. The borders will be constructed of durable molded
plastic timbers which are designed to retain the safety surfacing.
g. The picnic shelter will be constructed of wood columns wrapped in PVC column cover with a 30 year architectural shingle roof over
a peaked roof structure.
h. There will be 2 picnic tables with 8 chairs.
i. Additional benches have been added to the playground area on the site plan.
j. The benches are 6' long 3/4" #9 expanded metal (cut sheet is attached). The picnic table is a metal outdoor table, powder coat
finish, designed for commercial use.
k. The open space will be grass.
DUMPSTER ENCLOSURE
W/ 6' HIGH FENCE
MiniPark Requirements:
1.4 x 22 one bedroom units =
2.2 x 22 two bedroom units =
8,624.88 square feet of minipark required
MiniPark Areas Provided:
Tot Lot (playground equipment
w/ playground mulch and border,
benches, grass open area) 3,750 square feet
Picnic Area (Picnic Shelter w/
2 picnic tables and chairs,
benches, grass open area)
Multi -purpose Activity Space
(Community Room
in Clubhouse)
4,200 square feet
STATUS:
Mini -Park Submittal
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©2019 Steele Group Architects
1 Version I Issue Name I Date 1
DATE:
PROJECT NUMBER:
2019-Siler Square Apartments
SHEET TITLE:
ARCHITECTURAL SITE PLAN
SHEET:
A-001
1-1
0
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Items with the ­" symbol are County, State, or Federal requirements.
Site
SCALE: 1" = 30'

G5
E5
PICNIC SHELTER - LEFT ELEVATION
SCALE:1/4" = V-0"
PICNIC SHELTER - FRONT ELEVATION
SCALE:1/4" = V-0"
III
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PICNIC SHELTER - LONG BUILDING SECTION
SCALE:1/4" = V-0"
GF Ground Floor
±0.00'
ELEVATION KEYNOTES - PICNIC SHELTER
KEY
NOTE
07
PVC Column Cover
08
Vinyl Trim - Roof Fascia
09
Vinyl Trim - Roof Beam
12
Pre -Finished Aluminum Gutter
13
Pre -Finished Aluminum Downspout
17
30 YearAnti-Fungal Architectural Shingle
18
Continuous Ridge Vent
21
Bench
Picnic Shelter - Roof
SCALE:1/4" = V-0"
3v
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4 "r,14 4r
ON ON ON
STATUS:
Mini -Park Submittal
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©2019 Steele Group Architects
1 Version I Issue Name I Date 1
DATE:
PROJECT NUMBER:
2019-Siler Square Apartments
SHEET TITLE:
PICNIC SHELTER DETAILS
SHEET:
A5
PICNIC SHELTER - SHORT BUILDING SECTION
SCALE:1/4" = V-0"
Picnic Shelter - Ground Floor
SCALE:1/4" = V-0"
A-002