SW5161102_APPROVED PLANS_20161118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE"
YYYYMM DD

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13
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VICINITY MAP
NTS
CONTACT INFORMATION
WATER.-
FRANKLIN COUNTY PUBLIC UTILITIES
1630 US HIGHWAY 1
YOUNGSVILLE, NC 27596
PHONE: [phone]
CONTACT. BOB CARDON
STORM DRAINAGE:
NCDENR
3800 BARRETT DRIVE
RALEIGH, NC 27609
PHONE: [phone]
CONTACT.- JOHN HOLLEY
SANITARY SEWER:
FRANKLIN COUNTY PUBLIC UTILITIES
1630 US HIGHWAY 1
YOUNGSVILLE, NC 27596
PHONE: [phone]
CONTACT BOB CARDON
GAS:
PSNC ENERGY
CUSTOMER SERVICE
PHONE.- 1-877-776-2427
ELECTRIC.
DUKE PROGRESS ENERGY
CUSTOMER SERVICE
PHONE.' [phone]
TELEPHONE.-
AT&T
CUSTOMER SERVICE
PHONE.[phone]
PLANNING/ZONING:
TOWN OF YOUNGSOLLEPLANNINGANDZONING
118 NORTH CROSS STREET
YOUNGSVILLE, NC 27596
PHONE. [phone]
CONTACT. BOB CLARK
REVISIONS:
©
7)22/16
REVISE PER TOWN COMMENTS #1
DFS
®
W12/16
REVISE PER NCDENR COMMENTS
JDF
®
I IM16
REVISE PER NCDENR COMMENTS #2
DFS
NO.
DATE
DESCRIP77ON
BY
LUIHN FOOD SYSTEMS
2950 GA TEWA Y CENTRE BOULEVARD
MORRISVILLE, NORTH CAROLINA 27560
PHONE: (919) 850=0558
FAX: (919) 869=2661
SITE ADDRESS: U.S. HIGHWAY 1
LOT 7 - YOUNGSVILLE CROSSING
YOUNGSVILLE, NORTH CAROLINA
CSD PROJECT NUMBER: L UH-1508
SHEETINDEX
C-1 EXISTING CONDITIONS /DEMOLITION PLAN
C-2 SITE PLAN
C-3 GRADING & EROSION CONTROL PLAN
C-3a NPDES PLAN
C-4 UTILITY PLAN
C-5 DETAILS
C-6 DETAILS
C-7 DETAILS
C-8 DETAILS
C-9 DETAILS
C-10 LANDSCAPE PLAN
C-11 LIGHTING PLAN
':'1d1;') 12IJ0j5y2! (18101apj yN30 30
47
SITE INFORMATION
SITE ADDRESS:
U.S. HIGHWAY 1
DEVELOPMENT.
YOUNGSVILLE CROSSING (LOT 7)
PARCEL IDENTIFICATION NUMBER:
039982
DEVELOPER:
LUHIN FOOD SYSTEMS
2950 GATEWAY CENTRE BOULEVARD
MORRISVILLE, NC 29560
�Wa. da
PHONE' [phone]
03
M.zd
FAX.. [phone]
DESIGN Il
COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PHONE.- [phone]
FAX [phone]
ZONING:
MU - MIXED USE
EXISTING USE:
VACANT
PROPOSED USE:
RESTAURANT WITH DRIVE -THROUGH
BUILDING SETBACKS:
FRONT ..............
30 FEET
SIDE...............................
10 FEET
REAR .............................
25 FEET
P,'RKING REQUIREMENTS:
1 SPACE PER 50 SF (RESTAURANT)
Z 415 / 50 = 48 SPACES REQUIRED
5 SPACES PER 1,000 SF (SHOPPING CENTER)
Z 415 / 1,000 = 2.4 X 5 = 12 SPACES REQUIRED
48 - 12 = 36 SPACES REQUIRED
PARKING PROVIDED:
42 REGULAR SPACES
2 HANDICAP SPACES
44 TOTAL SPACES
TOTAL SITE AREA:
59,678 SF OR 1.37 ACRES
DISTURBED AREA:
46,659 SF OR 1.07 ACRES
EXISTING IMPERVIOUS AREA:
0 SF OR 0 ACRES
PROPOSED IMPERVIOUS AREA:
31,002 SF OR 0.71 ACRES
BUILDING AREA:
2,415 SF
WATER:
FRANKLIN COUNTY PUBLIC UTILITIES
SEWER:
FRANKLIN COUNTY PUBLIC UTILITIES
EAL
26411 /
I r J.
.,..81...••`.
COMMERCIAL
ej:;p SITE DESIGN
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
(919) 848,6121, FAX: [phone]
WWW.CSITEDESIGN.COM
Q

.,
EARTHWORK ESTIMATE CALCULATION
THE APPROXIMATE EARTHWORK VOLUME FOR THIS PROJECT IS 50 CY OF EXPORT REQUIRED
TO BALANCE THE SITE. THIS ESTIMATE IS BASED ON SEVERAL ASSUMPTIONS AT THE TIME OF THE
CALCULATION (i.e. EXISTING TOPSOIL DEPTH, PROPOSED PAVEMENT/SIDEWALK SECTION, PROPOSED
BUILDING SECTION, EXISTING SURFACE ELEVATIONS/SITE CONDITIONS, ETC.). THEREFORE, THE
ENGINEER SHOULD BE CONTACTED TO RE-EVALUATE THIS CALCULATION ONCE THESE UNKNOWN
VARIABLES HAVE BEEN CONFIRMED PRIOR TO SITE CONSTRUCTION ACTIVITIES.
TEMPORARY SEEDING IN NORTH CAROLINA
SEEDING MIXTURE
CONSTRUCTION SEQUENCE:
c
o
m
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
:w
N
SPECIES RATE (I b/acF2)
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
1(l
RYE 'GRAIN)
PHASE 1:
!�
W
LATE WINTER d ANNUAL LESPEDEZA (KOBE
IN PIEDMONT AND COSTAL PLAIN,
W
Yu
�
UTILITY POLE / EARLY SPRING 50
/ KOREAN IN MOUNTAINS
1. OBTAIN A LAND DISTURBING PERMIT. SCHEDULE A PRE -CONSTRUCTION MEETING.
Z
Z
0
5
JENNIFER LN./ / / 0 2. INSTALL GRAVEL CONSTRUCTION PAD AND SILT FENCE MEASURES AS SHOWN ON THE U 8 0
HARRIS RD.
O !A
/ / � / GERMAN MILLET 4 APPROVED EROSION CONTROL PLAN. CLEAR ONLYAS NECESSARY TO INSTALL THESE 2 1-
/ �� SUMMER OMIT ANNUAL LESPEDEZA WHEN DURATION OF DEVICES. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING PRIOR TO ANYDEMOLMON. O W
O� j TEMPORARY COVER IN THE PIEDMONT AND Z U C U
tt�I� / MOUNTAINS, A SMALL -STEMMED SUNDAGRASS 3. BEGIN DEMOLITION OF ANY STRUCTURESNTILITIES/APPURTENCES THATFALL WITHIN 0 Z V y
Y. CLEAR ONLYAS (n Z 00 FOOTPRINT OF THE PROPOSED TEMPORARY SKIMMER BASIN ONLW
/ �j•/ / / P� / RYE (GRAIN) 120 NECESSARY FOR DEMOLITION OF THESE STRUCTURES JTIUTIES/APPURTENCES ONLY. j Wa Wa W
FALL IS NOT TO EXTEND BEYOND JUNE. W a
MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. PHASE 2: Ix h h W
f / / N R`-p / / // SEEDING DATES: 4. INSTALL SKIMMER BASIN SB-1 AS WELL AS TEMPORARY DIVERSIONS AS SHOWN ON THE W W
+.F A/ / N / / MOUNTAINS -ABOVE 200 ft. FEB. 15 -MAY 15 APPROVED EROSION CONTROL PLAN. CLEAR ONLYAS NECESSARYTO INSTALL THESE
/ kP 0 / DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND SKIMMER BASIN EMBANKMENT
J � ./ / LATE WINTER d BELOW 200 ft. FEB. 1 - MAY 1
,{! IMMEDIATELY AF1 ER CONSTRUCTION TO PROVIDE 7-DAY STABILIZATION OF THESE
EARLY SPRING PIEDMONT - AI N. 1 - MAY 1 STRUCTURES. SEE DETAIL ON SEEDING SCHEDULE. CONTRACTOR SHALL BEGIN WITH m m m IL
CONTRACTOR IN INSTALL ROOF DRAINS / % / `/ COASTAL PLAIN - DEC. 1 -APR. 15
RD. AROUND BUILDING AND EXTEND TO OU / J / / J / SEDIMENT FENCING AND ALL OTHER SEDIMENT CONTAINMENT DEVICES FOLLOWED BYALL A a
HOLDEN AT 2% MINIMUM. COORDINATE / J / i J / / MOUNTAINS - MAY 15 - AUG. 15 DIVERSION DITCHESBERMS PRIOR TO ANY ADDITIONAL DEMOLITION ' p
DOWNSPOUT LOCATIONS WITHARCHRECT. / / / SUMMER PIEDMONT -MAY 1 -AUG. 15
/
COASTAL PLAIN - APR. 15 - AUG. 15 5. BEGIN FULL SITE DEMOLITION, SITE CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE
/ / -- ' -- -J N/F UPSTREAM OF SEDIMENT CONTROL DEVICES ONLY. IT IS THE RESPONSIBILITY OF THE
VICINITY MAP // //1;1,N
/SMH / ~ S MOUNTAINS - AUG. 15 - DEC. 15 CONTRACTOR TO PHASE/STAGE EROSION CONTROL TO ALLOW FOR CONSTRUCTION (SEE N co O
/ M=5<!5.'96_2 SMITHS LLC FALL COASTAL PLAN AND PIEDMONT - AUG. 15 - DEC.30 EROSION CONTROL PLAN).TUTS / IN{sE) = a94.36 DEED BOOK 1788, PAGE 943(NVT{NWj=494.26LOT4 NOTE: CONTRACTOR SHALL INSPECTAND REPAIRALL EROSION DEVICES ATLEAST ONCEA 90SOIL AMENDMENTS
/ WEEKAND AFER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THEAREAS OF
1 GEMINI YOUNGSVILLE CROSSING FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND THE SEDIMENT CONTROL DEVICES/SKIMMER BASINS UNTIL THEAREAS UPSTREAM OF THESE
f / l MAP BOOK 2007, PAGE 200 AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER
/NDEFTER,ALL R41NFALLGR ATERTHTCONTROLMEASURESWILLBECHECKEDANDMAINTAINEDDAILY DEVICES HAVE BEEN STABILIZED AND APPROVED.
ANDAFfER EACH RAINFALL GREATER THAN 0.51NCHES. ANY SEDIMENT THATHAS BEEN TRANSPORTED / / / % \ PARCEL ID: 0399$3
s MULCH
BEYOND THE PROJECT LIMITS SF1AD. BE REMOVED, THE FOLLOWING ITEMS WILL BE CHECKED IN I / \ 6. BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEMAND FINE GRADING FOR SITE " �'1
/ APPLY 4,000 LBS/gCRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
PARTICULAR / 505.0 \ \
/ + / 505.00 \ \ NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY INSTALL APPROVED INLET PROTECTION AS STORM DRAINAGE SYSTEM IS COMPLETED. :
CONSTRUCTION ENTRANCE \ p108 J / // / 505.00 ADDITIONAL MEASURES MAYBE REQUIRED BY THEINSPECTOR DUE TO THE ROUTING OF TFt
"f/ { / \ \ STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICAL( YFOR CONDITION OF SURFACE TOP �/ O / .�}504.50 STORM DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS DRESS WITH NEWGRAVEL AS HEEDED. CHECK ROAD DUCHESAND OTHER SEEDEDAREAS FOR EROSION // / %,MAINTENANCE "LAID SEDIMENTATIONAFTERRUNOFF-PRODUCING RAINS. MAINTAIN ALL VEGETATIONINA HEALTHY, 504.30 504.50 jREFERTILIZEIFGROWTHISNOTFULLYADEQUATE. RESEED, REFERTILIZEAND MULCH NOTE: SKIMMER BASIN SHALL BE FUNCTIONAL THROUGHOUT GRADING AND EXCAVATINGI
VIGOROUS CONDITKJN S€DIMENTPRODIKINc AREAS SHOULD BE TREATED IMMEDIATELY / / / / 504.00 \ I IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. UNTIL APPROVED FOR REMOVAL.
J / CLEANOU7 � C
SILTFENCE' J/ / / '
INSPECT SEDIMENTFENCESATLEAST ONCEA WEEKAND AFTER EACH RAINFALL MAKEANYREQUII7ED ` � i `� 504.60 y / 7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING,
REPAIRS IMMEDIATELY. SHOULD THEFABRIC OFA SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR / / '� 504.00 P - 2 DITCH LININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FOURTEEN (14) DAYS OF LL
BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. REMOVESEDIMENTDEPOS/TS AS NECESSARY TO PROVIDE ( / OJ j / 504.10 503 5D 30 LF - 15" RCP COMPLETION OF ANYPHASE OF CONSTRUCTION,' W W
ADEQUATE STORAGE VOLUME FOR THE NEXT RAINAMT TO REDUCE PRESSURE ON THE FENCE. TAKECARE / /
TOAVOID UNDERMINING THE FENCEDURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE / / 04.50 @1 Off. S
SEDIMENTDEPOSITSAID BRING THEAREA TO GRADEAND STABILIZE ITAFTER 774E CONTRIBUTING ` \ / j / ` NOTE: THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN
DRAINAGEAREA HAS BEENPROPERLYSTABIUZED. -� -� i 5P4.00 503.0 : /// UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED
P P i 504.50 503.00 / 502.0 % } f f PARKING/DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM
SILTFENCE GRAVEL OUTLET ` / J 504.40 504.00 J 502.00 CB 1
/ CLEANOUT T/C = 499.0 / / AREAS HAVE BEEN STABILIZED AND APPROVED. W
INSPECTSFDIMENTAIRSIMGRAVEL OUTLETS
MOVE EDIMEATONCEA WEEKANDAFIEREACH RPROVID MAKE U / / 503.90 504.80 e• O
ADEQUATE T REPAIRS IMME FO T H REMOVE SEDIMENT DEPOSITS AS NECESTBE RE PROVIDE �\ /� Q� / ` / J INV. = 493.90 t(,� B. ONCE UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED, SKIMMMER BASIN CAN BE Ilium
ADEQUATE STORAGE voLUMEFOR THE NExrRAIN.ANY RIP RAP DISPLACED MusrBE REPLACED �` �F OJ/ //tl! 503so / 5�.20 /:u:;:: \ SA4, I / / �/ J`�` 4V/v/�
REMOVED WITH NCDENR APPROVAL. ADDITIONAL SILTFENCINGAND SILTFENCE OUTLETS
IMMEDIATELY \� Q- 50300 / "` ELECT tC
/ 503.90 504.50 :py / O ASPHALSHALL BE INSTALLED AT THIS TIME TO CONTAIN REMAINING DENUDED AREAS IN THE VICINITY
r 504.80 :.� IF ANSF RMER / OF THE SKIMMER BASIN AS THESE AREAS ARE DECONSTRUCTED AND STABILIZED SEE V J
OUTLET STABIL CATON STRUCTURE G � ' 504.50 fy f /
INSPECT RIP RAP STRUCTURES WEEKLYANIO AFTER SIGNIFICANT (D.S INCH OR GREATER) RAINFALL EVENTS (� V % .,I : i / .. \ S �/'+i TELEP ONE �' / EROSION CONTROL PLAN).
TO SEE IFANYEROSIONAROUND OR BELOW7HE RIP RAP HAS TAKENPLACE, OR IF STONES HAVE BEEN J* J� Q� �- / ,����� �„ �K.. PED STAR // / Q' M
V\7,
/.. �
DISLODGED.IMMEDIAlELYMAKEALL HEEDED REPAIRS TO PREVENT FURTHER DAMAGE. ,Q Q5 h- / � � / �P-® � 1� 9. CONTINUE TO INSTALL APPROVED INLET PR01EC770NAS STORM DRAINAGE SYSTEM IS .G
_ _ J' Oy1. COMPLETED. OBTA/N APPROVAL FROM NCDENR PRIOR TO INSTALLATION OF THESE DEVICES GRAVEL �O / �.... ...... fifD`:.:.:>::.�; A RCP■ 1.00%`?-~�NSTALLASI�LTFENCE GRAVEL OUTLETS TALL LOWPOINTS IN FENCE NSPECT THE BARRIER OFAFTER EACH030�'''''""' """' :: , h�' 10. WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILTFENCING, INLETVOLUMED MAKE REPAIRS rR41NSFD. REMOVE ONTRIBU77N NECESSARYTO HAS BE N ADEQUASTORAGE % : 504.20 \� ( �2• 1\
voLUMEFORSUBSEQUENTRAINs.WHENTHEcoNTRIBunNCDRAINAGEAREarwsBEENADEQUATELY �s / ,;;;/ g, j 'r PROTECTION, ETC.., AND SEED OUT OR PAVE ANY RESUL TING BARE AREAS. CONNECTANY �^y
STABILIZED, REMOVE ALL M47ERLALSAN) ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT 1 / 503.90 .. a .... / ¢ i REMAINING UPSTREAM STORM DRAINAGE
PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACTIi.
APPROPRIATELYSTABIUZEALL BAREARLASAROUN)7HEIMEr i / 504.70
/ /3016P&L EASEMENT / / 504.20 / _ /
DIVERSION DITCHES: /GEELi80 * 1627, PAGE 847 / 04.75 / 01.0
INSPECT TEMPORARY DIVERSIONS ONCEA WEEK AND AFTER EVERY RAINFALL IMMEDIATELY % / 501.00
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK % % ` j 504.25
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL / / / \ j y / ` yCP / •'' f
AND APPROPRIATELY STABILIZE IT. CB /
SKIMMER BASIN.' / / a / TIC = 502.50 02.75
INSPECT SKIMMER BASINS ATLEAST WEEKLYAND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR INV=498.50 // yo 502.25 /
GREATER) RAINFALL EVENTAND REPAIR IMMEDIATELY. REMOVE SEDIMENTAND RESTORE THEBASIN
TO ITS ORIGINAL DIMFJVSIONS WHEN SEDIMENTACCUMULATES TO ONE-HALF THEHEIGHTOF THE
FIRST BAFFLE PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE 4�' / ` 1ems
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, HbT JUST AROUND THE SKIMMER / // �� \ % \ r�'% 03.00 5040 50425
OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT 504.75
HOLD DOWN THE SKIMMER
REPAIR THE BAFFLES IF THEYARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING
UNDERNEATH OR AROUND THEM.
/ / ,f3 /-'/ 0 503.
IF THE SKIMMER IS CLOGGED WIIH7RASHAND THERE IS WATER IN THE BASIN USUALLYJERKING ON / % //W�Dk03.50
THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE / f / /
FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED: IF SO REMOVE THE
/ / / '/ I I 503.90 .00 504.25
DEBRIS.
503.75 J
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE yELEPHONE / / 503.001
OBSTRUCTION CLEARED WITHAPLUMBER'S SNAKE OR BYFLUSHING WITH WATER. SE'SUREAND / / /
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. / / / / / PEDESTAL
/ 503.30 03.30 ... ..: .:.. 1 /
503.0
CHECK THEFABRICUNED SPILLWAY FOR DAMAGE AND MAKEANYREQUIRED REPAIRS WITH FABRIC / / / / // / 503.30 �.• / / tieG / /
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND Oy mcL # / / /t f 504.00
FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. LL MAKE
NECESSARYREPAIRS IMMEDIATELY. REMOVEALL TRASH AND OTHERDEBRIS FROM THESKIJMF.h!
AND POOL AREAS. J % A ER ALVE % / I..00
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THEBASIN. SOME SPECIAL PRECAL/7/Ws/
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WrIH 1117/ l /�L7Tj04;.LK}::" / / pG
/ I / F E:EII}[} c� / {} -..:./ 56310 r, 1 :: 03. BAFFLES/
M qN F IrE BOLT �� / / ./ t ... 50330
UfyDE SOPS REW ��/ / 503.00
fETV, P -© 03.30
NAJ/D 86) (A LIMED) f 1W LF-15"RCP
01.00% IV
Q �\ 503.60 03.00
O
503.1 /
E� 503.60
"�lLTNf ' 503.0
UT
A
503.00 4 / TEMPORARY
OSED SKIMMER
O ENSP>•,F i f BASIN (SB-1)
/ / f fUT t� 1 �= �S SERVAT/ON 4 WOODSUNE
/ I ��
� T/C 5 .00 � m � � SILT FENCE
INV.=497.50 OUTLET, TYP.
/ \ \ �-'CB
5 TV - 50300
.80 LF - 15' RCP INV. - 49870
/' L' / FIRE HYDRANT t t
(l / /f / � I r \ `. � "^ •...., "'-^ -.., `"� eD 1 �� / %j � � SITE IBM ON FLANGE BOLT t �
UNDER SETSCREW
/ i � '-.._ -., --� ...-. ,� -.. •.._. ,` -.. ,_,.. Il ELEV. = 499.98
(NAVD 88) (ASSUMED)
SILT FENCE
OUTLET, TYP. J
` 4g9`.•� ti RIM = 495.58 `\
i NIF ENV. IN (NE) = 4 99.18
.46 \
GRADING/EROSION CONTROL LEGEND WELS HOLDINGS. LLC _ \ INV. OUT (SE) = 488,68
I DEED BOCK 1879 PAGE 511 t- \ \
■ DROPINLET ��-- SILTFENCEOUTLET ) PARCEL ID. 036339 TEMPORARY DIVERSION DITCH V`'\ \�`` DI �``•
18"DEPTH \ RIM = 496.97
'� 1. _ /
m CURB INLET INLET PROTECTION 3:1 SIDE SLOPES INV. OUT = 491.97
1% MINIMUM LONGITUDINAL SLOPES _ _
� STORM PIPE • BUILDING DOWNSPOUT JUTE NET LINING ~ \ ` r r- �\ -`` 1 ' ` i ` ` /
XXX.XX TOP OF CURB (7-DAY STABILIZATION \ `- _� y / /
X)OC.XX SF - SILT FENCE REQUIREMENT) SB-1(PROVIDE 2.0" / /
77,,777 FAIRCLOTH SKIMMER
�.. HANDICAP AREA (2% MAX. SLOPE) TP - TREE PROTECTION FENCE y /
WITH 1.7'ORIFICED PER SKIMMER, 1YP.
SPILL CURB - ==*===>===> • DIVERSION DITCH DETAIL SHEET) /
- LO -
LIMITS OF DISTURBANCE
TW=XXX.XX
TW IS GROUND AT TOP OF WALL
BW=XXX.XX
BW IS GROUND AT BOTTOM OF WALL
®
FLARED END SECTION
■
INLINE DRAIN
ROOF DRAIN
go
CONSTRUCTION ENTRANCE
e•CORRUGATED PLASTIC
-RO-
3'MIN. COVER
1%MIN. SLOPE
PVC IN TRAFFIC AREAS
CLEANOUTS LOCATED M ALL BENDS
SKIMMER BASIN
SMH
/ V RIM=498.51
/ NV IN (AJE) = 49: 22
15!INV. OUT (NW) GRADING/EROSION CONTROL NOTES 0
/ W S
t t J S 1. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE INACCORDANCE WITH THE U V
S!1 (CONVERT TO VALLEY RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS. C'4
t t{� CB GUTTER INLET GRATE) e6
z REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO
c'> RIM = 497.95 THESE PLANS.
INV OUT = 492.75
M = 500•00 i t NEW INV. = 493.70 2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL"AT 800-632-4949 FOR
V IN=494.20jtt / P-01 UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANYDIGGING.
t � / 10 LF 15" RCP
\ t t ■ 1.00% 3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK.
\ t
P - 30 \ \ / STC-900 4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS
10 LF - 15" N. t / (SEE DETAIL) ARE STABILIZED.
RCP 09.5( \ / CB RIM = 497.75
CB --RIM = 497, 63 INV. = 493.80 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM
QOF WEEKLY BASIS AND AFTER EVERY RAIN EVENT. -4TIC = 0V 2.00 I ININ (N) = 491.43 3 m
INV = 495.15 / t INV. IN (NE) = 491.43 6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE W O
f / / INV. OUT ( SET = 491.33 SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM Ix b go
DRAINAGE SYSTEM. t�
/ 2-x6'REDUCER ujN Sp
(APPROX. LOCATION PER DEVELOPER PLANS) 7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OFALL UTILITIES PRIOR TO V U Ln t0
�I LF-15, /*� / tt BEGINNING CONSTRUCTION. } 2 000 N
RCP ■1'Ot%/ / t ze
8. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL Q W
8' DIP WATER MAIN BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER yd
I t {APPROX. LOCATION PER DEVELOPER PLANS.) OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. INANY 0
2x8' REDUCER EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION �L Q 0)Z
t/ OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
(APPROX. LOCATION PER DEVELOPER PLANS.) Z C9
/- TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES = R Q' 0
SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 1134-57(3), PROVISIONS FORPERMANENT
GROUND ACCOMPL SHEDFOR ALL DISTURBED AREAS WITHIN 1N EROSION MUST BE CALENDAR DAYSW J N a Ll
/ /"Q• FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. J
F ASSEMBLY
(APPROX.PROX. LOCATION PER DEVELOPER PLANS) 9. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, U
/ Y (A
t SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS /S OBTAINED INACCORDANCE WITH:
A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL Q �i
I / TEST REQUIRED FOR INITIAL ESTABLISHMENT. Z
t / B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT.
8" WATER LINE C. VARIETIES TO BE SEEDED:
/ t J (APPROX LOCATION PER DEVELOPER PLANS) 1 FOOT.G SEEDING - MARCH 1 -APRIL 30; SPRING OATS 25 LBS PER 1,000 SQUARE Q.
t / 2. SUMMER SEEDING -MAY T - AUGUST 1; WEEPING LOVE GRASS AT2 OZ PER
TEMPORARY DIVERSION DITCH SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING. (� O
t t 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILLBE
ttt// 3..1 SIDE SLOPES MULCHED. L�
tt tt N/F 1 % MINIMUM LONGITUDINAL SLOPES 10. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING.
2 SMITHS LLC JUTE NET LINING 01788, Z
t /t (7-DAY STABILIZATION 11. ALL FINISHED FINSHED SURFACES SHOULD SLOPEAWAYFROMBUILDING, TOWARDS
DEED 800 LOT 8 PAGE 943 REQUIREMENT) DRAINAGE OUTLETS FOR POSITIVE DRAINAGEAND TOAVOID STANDING WATER. O
GEMINI YOUNGSVILLE CROSSING �I Q
MAP BOOK 2007, PAGE 200 W C
PARCEL ID: 039983 M O
sHmnlerBaein ID SB 1 0 V (n
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/ o f DEED BOOK 1603, PAGE 899 /
LOT5
GEMINI YOUNGSVILLE CROSSING
MAP BOOK 2007, PAGE 200
/ PARCEL ID: 039630
/
HOLDEN RD / OJ
VICINITY MAP ® ' / / N/F /
NTS / 2 SMITHS LLC
DEED BOOK 1788, PAGE 943 /
SITE KEYNOTES: OJ LOT4
GEMINI YOUNGSVILLE CROSSING /
O1 CONSTRUCT 2.0' CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET / h' MAP BOOK 2007, PAGE 200
/ / SR
O2 CONSTRUCT 2.0'CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET PARCEL ID: 039983 � �
Q CONSTRUCT CONCRETE SIDEWALK PER DETAILSHEET (2%MAXIMUM
CROSS -SLOPE, 5% MAXIMUM LONGITUDINAL SLOPE)
®CONSTRUCT CONCRETE HANDICAP RAMP PER DETAIL SHEET
O HANDICAP PARKING STALL-
/
© INSTALL HANDICAP PARKING SIGN PER DETAIL SHEET
® INSTALL VAN ACCESSIBLE HANDICAP PARKING SIGN PER DETAIL SHEEP OJ 2 // ® 10R
O7 CONCRETE PAVEMENT PER DETAIL SHEET
8 ASPHALT PAVEMENT PER DETAIL SHEET Q
/
O9 TRANSFORMER PAD BY GENERAL CONTRACTOR, PER ELECTRIC COMPANY 0,01
SPECS., (COORDINATE SIZE & LOCATION WITH UTIUTYCOMPAN'o f,, 'r QP J / A. \ :.""' p@Ci`�
ELECTRIC J /
1� CONSTRUCT DUMPSTER PAD, MINIMUM 6" CONCRETE KITH 4'ABC BASE, C� v i e' O2 h,,.. NO' S��� TRANSFORMER / v0 ASPHALT /
AND TRASH ENCLOSURE WITH GATES, SEE ARCHITECTURAL SHEETS /' r'1:� _ aqC .� TELEPHONE
FORDETAIL,MATERIALSTOMATCHBUILDING -/" J Q / / 4`f'::``±,'%i':rz.;::i:;>'`�. PEDESTAL / O
1 CONCRETE WHEEL STOP PER DETAIL SHEET �° Q / / 1 Q :`'':;;j{;`;..;'{;.:`:::�`•�`"i^..;>``::.`.`.::;.:.;:' �`�. /
POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN / / ®
/ � . 2
1© PAINT 4'WIDE STRIPE, WHITE 5 6 / © ���ti� 0 ` •i h 1 O 2�2� /
1® PAINT 4' WIDE STRIPE @ 45°, 2 FEET APART 30' CP&L EASEMENT / / / ©
1® PAINT TRAFFIC ARROWS PER DETAIL SHEET DEED BOOK 1627, PAGE 847 �0 , TOR / O .�
1® INSTALL 'STOP- SIGN PER MUTCD AND DOT STANDARDS % / / / QP6
0 b ryfo 1 /
1©INSTALL 'STOP'AND'DO NOT ENTER'SIGN PER MUTCD AND DOT STANDARDS ,�g 3R / ® ', /Q
i® MATCH EXISTING CURB B: GUTTER / / o• ti P o 1 ' 1 © / (i,'S
1® ASPHALTiVONCRETE TRANSITIONPER DETAIL
® INSTALL STEEL PIPE BOLLARD PER DETAIL SHEET / O
© MATCH EXISTING ASPHALT PAVEMENT
®MENU BOARD, CONTRACTOR SHALL COORDINATE WITH OWNER AND
ARCHITECT.
© SPEAKER BOX WITH OVERHANG, CONTRACTOR SHALL COORDINATE / / 'i
WITH OWNER AND ARCHITECT.
® CLEARANCE BAR, CONTRACTOR SHALL COORDINATE WITH OWNER 2pS•
AND ARCHITECT. ?p 5R 5 /:
TELEPHONE ��J// O• / / O.::' _ V/4
® PAINT DO NOT ENTER" PER MUTCD AND DOT STANDARDS PEDESTAL 2P °o
® PAINT 24' STOP BAR PER MUTCD AND DOT STANDARDS g.. ^% G� 2Sa
2.5'R ® ® i 2" BLOWOFI
© INSTALL 4' CONCRETE VALLEY GUTTER PER DETAIL SHEET i 2 O (APPROX. I
wv 3�0-/.'::f:':�:r:.',`;'::':',.,:::,`:. 2.5R :... 20'R ..;y,,. ?20.
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3 SITE IDENT7Fl N I SITE TBM ON FLANGE�.':.':'':''
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UNDER SET SCREW M
FEET, MAXIMUM AREA 50 SQUARE FEET.
ELEV. - - 502.29 J
NAVD 88 UMED /
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207? o Q 1
N 1
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2 SMITHS LLC
DEED BOOK 1788, PAGE 943
b 1
' 1 ' T 8
OGEMINI YOUNGSVILLE CROSSING
MAP BOOK 2007, PAGE 200
SITE IBM 1 / PARCEL ID: 039983
OON N FLANGE BOLT
UNDER SETSCREW
ELEV. = 499.98
/ 1 (NAVD 88) (ASSUMED)
f0_8_U_/(_D//yG SETggCK % ' +11 a
SITE LEGEND
N79°
SPILL CURB 0226-W
WELS HOLDINGS, LLC
DEED BOOK 1879, PAGE 511 i C3
HANDICAP RAMP 1
PARCEL ID: 036339
1
q 1
HANDICAP STALL 1 _ 1r/F)
_78442 p"E
CONCRETE R/E
--_- PROPERTYLINE 631;'-� G\PLSITErp�S,'�.
-� SIGN k; 1 •P D CO , 0, .
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epo EX. FIRE HYDRANT Z jotyO
-X-X-FENCE �y4y�Gy44 cAlk , (c)?y`
•- POLE MOUNTED AREA LIGHT �NOR; H,1Gap���
• PROPERTYCORNER
F.F.E. -VOM FINISH FLOOR ELEVATION
m
i
GENERAL NOTES:
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROMA TOPOGRAPHIC SURVEY
PREPARED BY.,
COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NC 27613,E
PHONE: [phone]
FAX
2. THE LOCATIONS OF ALL UTILITIES SHONSEIk'A'NS'fldOME
AVAILABLE INFORMATION THE CONTRACTOR SHALL VEMFYT14E EXACT LOCATION OF
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
4. ANY DISCREPANCY IN THIS PLANAND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO
THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OFALL SETBACKS, EASEMENTS, AND DIMENSIONS
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION OFANYFTEM SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF
THE PERMITTING AND ANY OTHER REGULATORYAUTHORMES. FAILURE OF THE
CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO
ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK
MANDATED BYANY REGULATORYAUTHORITY. ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTYAND LOCAL
CODES.
6. THE GENERAL CONTRACTOR SHALL CONTACTALL OWNERS OF EASEMENTS, UTILITIES
AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESEAREAS.
7. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMENAND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTYPROTECTED FROM
DAMAGE.
B. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEMANDIOR MATERIAL
INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS.
10. ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUC77ONAND SUBJECT TO DISTORTION.
12. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASHAND DEBRIS FROM THE SITE
UPON COMPLETION OF THE PROJECT AND AT LEAST ONCEA WEEKDURING
CONSTRUCTION.
15. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE'CONSTRUCTION
LIMITS' BROOM CLEANATALL TIMES.
14. GENERAL CONTRACTOR WILL ERECTAND ILLUMINATE SITE IDENTIFICATION SIGN, PER
OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNERS REPRESENTATIVE
16 FINISH CURB AND WALK ELEVATIONS SHALL BE 6'ABOVE FINISH PAVEMENT GRADE
UNLESS NOTED DIFFERENT ON PLAN.
16. CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED
PER OWNER'S SPECIFICATIONS.
17. ALL RADII DIMENSIONS ARE TO FACE OF CURB.
18. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS
OTHERWISE INDICATED.
19. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED INANY
MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
ACCORDANCE WITH THE SPECIFICATIONS.
20. ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS
THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND
MULCHED WITHIN SEVEN (7) DAYS.
21. THE CONTRACTOR SHALL VERIFY LOCA TION AND El EVATION OF ALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN APE ONLYAPPROXIMATE. THE CONTRACTOR SHALL ON
HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSA77ON
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER
OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE
SAME. THE COMRACTOR SHALL BE RESPONSIBLE FORANYDAMAGE TO UNDERGROUND
STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA
"ONE CALL* AT 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL
AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
22. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND
SHALL CONFORM TO LOCAL REGULATIONS.
23. COMPACTION AND MAINTE
NANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER
BUILDINGS AND PAVED AREAS SHALL BEACCOMPLISHED TO ACHIEVE 95 % OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED
IN THE SOIL REPORT.
24. THE CONTRACTOR SHALL MAINTAIN AN AS -BUILT* SET OF DRAWINGS TO RECORD 774E
EXACT LOCA77ON OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO
THE O WNER UPON COMPLETION OF THE PROJECT WITH COPY OF THE TRANSMITTAL
LETTER TO THE ENGINEER.
25. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND
SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNERAND
THE ENGINEER WHO PREPARED THE PLANS OF ANYDISCREPANCIES THAT MAYREQUIRE
MODIFICATIONS TO THESE PLANS OR OFANYFIELD CONFLICTS.
26. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
ALL CONSTRUCTION TO BE INACCOROANCE WITH PERMITS ISSUED AND APPLICABLE
STATE, COUNTYAND LOCAL CODES.
27. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING
DIMENSIONS.
28. ALL PARKING LOT DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
29. CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH
MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS.
30. ALL SEEDING, TEMPORARYAND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS
AND STANDARD PRACTICES.
31. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF
THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUC77ONAND MATERIALS
SPECIFICATIONS'.
32. ANYAND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ES77MATION
PURPOSES ONLY.
33. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE
IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM.
34. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED
CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND NOT BE LIMITED TO
NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND
HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANYAND ALL LIABILITY,
REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN
PROFESSIONAL.
�I.JSIIoIl�2 it"._IP.ZCIIC�
j�l T2h1�1DO'rLC ---�""
C-2 1.22.2oU,
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 &
Z
uj
9
0
Q Z
V _
W W
L
W
O
U v�
BY.'
um
Ln
loOD
Z ts
cm
�200
cz
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Q
10 y
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W-4m
JN�aLL
p
�I
O
2'
a
LUH-1508
LUH1508-SP
JDF
1'= 20'
02-22-16
C2

KTMOUT MRE
2-12 GA
MEDIATE
GRADE
SIDE VIEW
MAINTEN, VICE;
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEKAND AFTER EACH RAINFALL. MAKE ANY
REQUITED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. REMOVE SEDIMENT WHEN IT REACHES 12 HEIGHT OF THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STANDARD TEMPORARY SILT FENCE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
100' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
•:-?c'.2
.":>•; =3" STONE TO BE USED '.;.'",'":;
25' OR WIDTH OF
EXISTING
. (SURGE STONE oR R4ILROAD " ; :
+'•
PROPOSED STREET,
ROADWAY
%. -.:BALLAST):;- "..;^'•,.!.;�: :-'.;''
WHICHEVER IS
•I
GREATER.
v Mii
i
DEWATERING-
CONCRETE BLOCK;p
i
STD. CURB B GUTTER
C7
o g • 'c �'Q
Q � •n' ". '• � o •.' AL 2.R0 qti
LD
Y c
112"EXPANSION JOINT '• •:. •••. �'•, .�: �I. -'E-
O.(SmM:wGrv:MVs... 'y: • ••� atief. .Y
----------------
2
:1 SLOPE, GRAVEL FILTER
DEPRESS GUTTER
WIRE SCREEN LINE TO MEET GRATE
TEMPORARY SEDIMENT NEENAH R-3067 FRAME, COVER &
POOL DEWATERING HOOD OR APPROVED EQUIVALENT
PSI-PF STEPS BYMA. INDUSTRIES '•• ..!-
(NOTE 5, DRAINAGE STRUCTURE NOTES) • moo'
1'MIN. ,. 16" •' .
2'MAX il.
SEDIMENT '; , : • . •+ ` -..
CONSTRUCTION SPECIFICATIONS • y
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE • ° . w•
,° ON ITS SIDE IN THE BOTTOM ROW TO ALLO W POOL :; , � .: � rU . .. h
DRAINAGE THE FOUNDATION SHOULD BE EXCAVATED .� r ` �•
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM a
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST •' "'•
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 4' •..'� • • a ''`'i''; '' `;
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. PRECAST
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT CONC. BOX
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH 2 4
BLOCK OPENINGS.
2. CAREFULLY FITHARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 12-INCH OPENINGS OVERALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 314- TO 12-INCH IN PIPE�"f> •.,1
DIAMETER, PLACED 21NCHES BELOW THE TOP !!SS////�✓' ''"•"�'�' '
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND - FLOC ,pgt'ry•"
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
BLOCK AND GRAVEL DROP INLET PROTECTION CURB INLET
GIVEN CONDITIONS /ASSUMPTIONS
' W = 120 pcf (BACKFILL LOAD)
` Ku' = 0. 110
• SOIL TYPE = ORDINARY CLAY, SATURATED
WALL B
' LAYING CONDITIONS. TYPE 4
' TRENCH CONDITIONS SHOWN - THESE DEPTHS
DO NOT APPLY FOR "EMBANKMENT CONDITIONS'
REGISTERED P.E. TO DETERMINE H FOR EMBANKMENT
CONDITIONS
' DESIGN BASED ON "DESIGN DATA 40, ACPA."
` CLASS C BEDDING
(1350 plf PER Ft OF INTERNAL DIA.) CLASS Ill, ASTM C-76
(2000 plf PER Ft OF INTERNAL DIA.) CLASS IV, ASTM C-76
EXCAVATION LINE
AS REQUIRED
SPRING LINE
COMPACT OUTER BEDDING
TO MINIMUM 90% OF
STANDARD PROCTOR -
BEDDING
(USE GREATER OF PROJECT
PIPE
DI
MAX.
Bd
MAX. BURY
H
CLASS III
(0.01 CRACKI
MAX. BURY
H
CLASS IV
(0.01 CRACK)
15'
4'
9.5'
14.5'
18•
4'
9.5'
15.0'
24"
4'
12.0'
23.5'
30"
5.5'
10.0'
17.0'
36"
6'
f0.5'
18.0'
42'
8.5'
13.0'
19.0'
48"
r
135'
20.0'
54'
8'
13.0'
18.5'
60.
9'
11.0'
180,
72"
10,
13.0'
19.0
THIS TABLE ASSUMES TYPE t
INSTALLATION & NO STONE BEDDING
AM
T
O
SPECIFICATIONS OR LOCAL Di = INSIDE DIAMETER OF PIPE
D.O.T. SPECIFICATIONS) z
PLAN Do - OUTSIDE DIAMETER OF PIPE
to
0
NEW CONSTRUCTION Do/3 0 B d = TRENCH WIDTH
EXISTING ROADWAY 75' MIN. H =BACKFILL COVER ABOVE
25' MIN. Bd TOP OF PIPE
NOTES:
I. GREATER DEPTHS ARE ACHIEVABLE BY EITHER CONTROLLING BACKFILL TYPE,
NARROWING TRENCH WIDTH BUT SUPPLY SUFFICIENT
OOM FOR
6` MIN. s" ' :'' 12 MIN. COMPACTION, IMPROVING BEDDING OR LOADING TO ULT ULTIMATE LOAD (Du). FOR
`:.:, ��;
.....:....
OTHER BURY DEPTHS THAN SHOWN (H), PROFESSIONAL ENGINEER TO
PROVIDE CALCS ON PIPE BURY THAT EXCEED THOSE GIVEN IN THIS CHART
FOR THE CONDITIONS IN WHICH IT IS PROPOSED TO BE USED.
FABRIC UNDER STONE , 2. THIS TABLE OF BURY DEPTHS (H) APPLIES EQUALLY TO A CLASS C STONE
BEDDING, TYPE 4 LAYING CONDITIONS.
CROSS SECTION 3. MINIMUM COVER NOT SHOWN BUT NO LESS THAN 120W10 ENGINEERS
APPROVAL UP TO 48"PIPE.
4. MAXIMUM BURY TABLE FOR "TRENCH CONDITIONS'PER THE DETAIL SHOWN
ON THIS SHEET
CONSTRUCTION ENTRANCE TRENCH DETAIL (STORM DRAINAGE RCP)
SECTION
FILTU
WASHI
'TOP OF SILT
MUST BE AT
V ABOVE THE
OF THE WASH
STONE
BURY WIRE FENCE AND
HARDWARE CLOTH
` "r^"' 8 BURY WIRE FENCE, FILTER
FABRIC, AND HARDWARE
MAINTENANCEFRONT VIEW CLOTH IN TRENCH
' -
i. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRS MADE AS NEEDED.
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT
ERODE.
3. STRUCTURE � HALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE
AREA HAS E--EN PROPERLY STABILIZED.
4. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY
REQUIRE) REPAIRS IMMEDIATELY SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. REMOVE SEDIMENT DEPOSITS
AS AECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PR=SSURE ON THE FENCE. REMOVE SEDIMENT WHEN IT REACHES 12 HEIGHT OF THE FENCE.
7`-9KE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT REMOVE ALL FENCING
.MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE GRAVEL OUTLET
(N. T. S.)
SEE NOTES
ONE CUBIC FOOT OF
CLEAN STONE IN BURLAP
BAG TO BE PLACED AT
EACH WEEP HOLE
2"DIA. PVC WEEP HOLES
(SEE NOTE 10 ON DRAINAGE
STRUCTURENOTES)
STEEP W
FILL SLOP
SIDE SLOPES
2 : 1 (MA)QMUM)
ii
DROSS SECTION
-STABIUZE DIVERSION DITCH WITH
TEMPORARY SEEDING AND EROSION
CONTROL NETTING.
UPSLOPE TOE POSITIVE GRADE 1.0% MAX.
2' MINIMUM
\\\\ \\\\ \\\ \\\\ \\\\ \\\ \\\ \\
\\\\ \\\\ \\ \ \\\\ \\\\ \\\\ \\\\ \\
\ \ \ \ \\ \\ \\
\\ \\\ \\ \\ \ \\\
STEEP CUT OR FILL SLOPE
MAINTENANCE
INSPECT TEMPORARYDIVERSIONS ONCE A WEEKAND AFTER EVERYRAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THEAREA PROTECTED IS
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT
TEMPORARY DIVERSION DITCH
-Rre"Concrete.
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DRAINAGE STRUCTURE NOTES
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1. BOXES SHALL COMPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
2. ANY NONSTANDARD BOX IS TO BE DESIGNED BYA PROFESSIONAL ENGINEER
3. THE MAXIMUMHEIGHTOFAN UN -REINFORCED MASONRYDRAINAGESTRUCTURE WITH
8" WALLS SHALL BE LIMITED TO 8'-0"FROM INVERT OF THE OUTLET PIPE TO THE TOP OF
THE CASTING. DEPTHS GREATER THAN 8=0" SHALL HAVE WALLS 12" THICK BASINS OVER
12' IN TOTAL DEPTH SHALL BE DESIGNED BY PROFESSIONAL ENGINEER. FOUR INCH
WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES. BOTTOM SLAB ON STRUCTURES
SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 FT.
4. STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42".
5. STEPS ARE TO BE PSI-PF AS MANUFACTURED BY MA INDUSTRIES OR AN APPROVED
EQUAL. LOCATE ON NON -PIPE WALLS.
6. MORTAR IN MASONRY BOXES IS TO BE TYPE M.
7. CLAY BRICK STRUCTURES ARE NOTALLOWED.
8. CONCRETE PIPE IS TO BE MINIMUM CLASS Ill.
9. CONCRETE BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1.
10. BASINS LOCATED IN WET AREAS, OR AS OTHERWISE REQUIRED BY THE TOWN
ENGINEER, SHALL HAVE WEEP HOLES AS SHOWN ON DETAILS.
11. ALL CAST -IN -PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED IN PAVED
AREAS ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44
LOADING. SEE MANUFACTURERS DETAILS FOR WALL, TOPAND BOTTOM THICKNESS.
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VN BY. JDF
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02-22-16
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HARRIS RD.
VICINITY MAP
NTS
LEGEND
EXISTING IRON PIPE
•
IRONPIPESET
BOREHOLE
0S
SANITARY SEWER MANHOLE
©
SANITARY SEWER CLEANOUT
M
WATER VALVE
®
WATER METER
jC
FIRE HYDRANT
M
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
M
ELECTRIC BOX
�Qt
LIGHT POLE
'Q)
POWER POLE
CURB INLET
STORM DRAINAGE MANHOLE
❑
YARD INLET
STORM DRAIN
-OU-
OVERHEAD UTILITIES
-UE-
UNDERGROUND ELECTRIC
- UT
UNDERGROUND TELEPHONE
W
WATERLINE
-55
SANITARY SEWER LINE
0
GAS LINE
-X
X- FENCE LINE
FLOOD INFORMATION I`
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE.
IT IS LOCATED IN ZONE')C'AS DEFINED BYHUD F.I.R.M. COMMUNITYPANEL
NUMBER 3720184300K, WITH AN EFFECTIVE DATE OF APRIL 16, 2013.
UTILITYPOLE -%
/41,
/
/ o
4'
$4P / / N //
/ EXISTING 314'
IROf PIPE (TYP.) /
/SMHI
© IM = 50Fs98-
I . IN (SE) = 494.36 J
INV/OUT (M49 = 494.26 oJ/
N/F
2 SMITHS LLC
DEED BOOK 1788, PAGE 943
LOT4
GEMINI YOUNGSVILLE CROSSING
MAP BOOK 2007, PAGE 200
PARCEL ID: 039983
\
CLEANOUT \
o
CLEANOUT �`�. O B•
VQ' DIR©ILE /NCSF�` gRy�l
/
/
/
/
/
/
/
/ 4P
/
/
/
/30'4P&L EASEMENT SMALL TREES AND �/
UNDERGROWTH
�EEd8 19k 162 PAGE 847 / /
GEMINI YOUNGSVILLE CROSSING
DEED BOOK 1603, PAGE 890
LOT 7
TELEPHONE GEMINI YOUNGSVILLE CROSSING
PEDESTAL / J Ji / / / MAP BOOK 2007, PAGE 200
�A 3PETER l' / / I / PARCEL ID.'039982
.M / TOTAL AREA
/1I // 59,678 SF OR 1.37ACRES
/,WAfE%VALI/k
N�'
FORE 6/1 ©�2,4G 6 // l / l/ / / /'/
/ Sl M N F E BOLT
U DE gS S
` E/, V. �50 .29 ,Y / /� / /� / / /
1NAyD 8ty (A UMED)
// `gJ/ .� J SMALL TREES AND
UNDERGROWTH
U3Tjgt/E/ /J I/\\ // - /// ///%/ / // // WOODSLINE
FIRE HYDRANT
SITE FLANGE BOLT /�
UNNDERDER SET
\� ELEV. = 499.98
= > = 2/ / /' i / / (NAVD 88) (ASSUM ED)I
/ 1 i N79°0226" per \ \ \ _ --499` \ `\ RI©D195.58
1 I N/F 223.00' W _ � \ \ o __ �-o\ 6 ^ D \ INV. IN OAO = 489.48
I WELS HOLDINGS, LLC �\ \ _ -___�/ V 6 INV. IN (NE) = 489.18
�O \ INV. OUT (SE) = 488.68 �
DEED BOOK 1879, PAGE 511
PARCELID:036339 00STIn�c3/4' DID \ /
\ \ \ IRON PIPE IT RIM = 496.97 - - /
\ L INV. OUT = 491.97 / /
-------------� \` \' ^ \ ��- �70E -
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- 2475g f�" /RON4'IPE
DEMOLITION KEYNOTES:
�1 REMOVE EXISTING ITEM, COORDINATEREMOVAL WITHAPPLICABLE
FEDERAL, STATE COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY
COMPANY.
® RELOCATE EXISTING ITEM, COORDINATERELOCATIONMTI-IAPPLICABLE
FEDERAL, STATE, COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY
COMPANY.
© ITEM TO REMAIN.
■■■■■■■■■ SAWCUTLINE
xEXISTING TREE TO BE REMOVED
N/F
2 SMITHS LLC /
DEED BOOK 1603, PAGE 899 /
LOT5 /
GEMINI YOUNGSVILLE CROSSING /
MAP BOOK 2007, PAGE 200 /
PARCEL ID: 039630
/
96
0
/ R Ca `
L RI = 499.74 , SMH
\ INV. O�T=493,74 //` �� / / RIM =499.13
INV. IN (NE) = 496.48
INV. OUT (SW) = 496.33
/
3 / 5
CB
/ ,/ RIM =497.91
ELEC lC / INV. IN (NW) = 492.81
l � ,LEE RMER b ASPHALT / INV. IN (NE) = 492.71
TEL ONE Q0 r / INV. OUT (SE) = 492.31
_ STALqGJ V / pQ-
/
/
a�2�
0 SMH
RIM =498.51
INV. IN (NE) = 495.91
/
S
INV. OUT (NW) = 495.81
�i
� lio
CBO
I
RIM = 497.95
/
INV. OUT = 492.75
/
(CONVERT TO VALLEY CB
GUTTER /YLET GRATE -
`SAWCUT
LINE (TYP.)
EXISTING \ \
SEE GRADING PLAN.)
1 / I /
1/2IRONPIPE CB
RIM = 497.63
INV. IN (N) = 491.43
INV. IN (NE) = 491.43
INV. OUT (SE) = 491.33
2k6'REDUCER
(APPROX LOCATION PER DEVELOPER PLANS.)
2' BLOWOFF ASSEMBLY
/ (APPROX. LOCATION PER DEVELOPER PLANS.)
8' DIP WATER MAIN
/ (APPROX. LOCATION PER DEVELOPER PLANS.)
278'REDUCER
(APPROX LOCATION PER DEVELOPER PLANS.)
ryV 2' BLOWOFF ASSEMBLY
(APPROX. LOCATION PER DEVELOPER PLANS.)
/ / ii- 8' WATER LINE
(APPROX. LOCATION PER DEVELOPER PLANS.)
/
/
N/F
2 SMITHS LLC
/ DEED BOOK 1788, PAGE 943
LOT
GEMINI YOUNGSVILLE CROSSING
MAP BOOK 2007, PAGE 200
PARCEL ID: 039983
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GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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