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DATE
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DESIGN P G T
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DRAWN MVL
E E _
UL 0 7J999
C I
SHEET 1 OF 4
98085

LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF SITE WORK NOTES
_PIPE ZONE_ PIPE ZONE
AS 1 N AM &I F S R REDUCING ��LCARGEAACREASOFTOPAVING
REDUCE THEE NOISE, HEAT ANC 1' THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
C �p OTHER yqI ES QR o 2X4 WOOD FRAME CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
COV1R. TOPTO bE FLUSH _.PAVED -- - vTHER nKEAS� OF 6" O.D. 6" 6" O.D. 6" - --- - - - WOOD OR STEEL STAKE ------ VEGETATION FROM 2.. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
WITH STREETS, WALKS OR TRAFFIC. TOP TO BE AS ----- DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
RESIDENTIAL AREAS.-- 3�g CEMENT NOTED ON PLAINS ON MIN. MIN. MIN. MIN. FABRIC LISTED IN SECTION 67-1.
fv(ORTAR _� UNPAVED ROADS PROVIDE ,4 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
\ 8 COVER OVER LID AND t� _ i I ,
sET CAREEN=a caNCR IMi (1) APPLICABILITY -LANDSCAPING SHALL BE REQUIRED FOR VEGETATION DEBRIS EXISTING STRUCTURES ABOVE AND BELOW GRADE ORGANIC
MONUMENT NEAREST RJFW MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
-� LIMIT. FINAL BACKFU„L �/ ; FINAL BACKFI / PIPE SIZE AS , I ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
/ INDICATED _ w ; i ; ; 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
_ ,. NANIIOLE FRAME COIIOt _- - _ r=lr- - / ON THE PLANS r { OSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
�I3I I- -_ P ; , OR TH REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
CONCRETE COLLAR --+• ` ' . tEC.
_ -iI-III-II P{PE SIZE AS �- ---� I ; ; ny VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED iN 3. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
c,4 ADJUSTMENT - INDICATED RUNOFF WATER r I <
r 3 MIN. _ / c t
-� -- ON THE PLAINS---_._.�-_ - - �a:'` --i-'- -- -- w SEDIMENT-- � ACCORDANCE WITH SECTION 67-8. REMOVED FROM .SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
CONCRETE SPACERS FOR CLASS 1, 2 0 © 2 DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED E' FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
ADJUSTMENT TO GRADE 'i::+':' O.D. •-�O 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
MH S --= ;O D --- "`o D OP INLET FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FQR CUT AND
-- sl .,,- . I -III _ " _ -/ IZ SEDIMENT a' w,�GRATE
,,,:.<�-;:,° ' o`; - - 6" MIN. CLASS 1 OR a f INITIAL BACKF `) I I -- MIN. ;� (A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
,_ $. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM ANOFF-SITE
7 / -REINFORCING PCLASS 1 I I===III=III=I i I=III= I I=) I I=I I (=I (I III= BURIED FABRIC SKIRT EIGHT B) FEET IN WIDTH SHALL BE REQUIRED ALONG'01i; ECCENTRIC TOP ---� AS DIRECTED BY ENGINEER_� I=I=I I= I (-� =I I (= I I=� II-� I PROPERLY PERMITTED FACILITY AS REQUIRED.
I_'+` ---`'TABLE I I=I I hI I I --III i 1----$TABLE a ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
-- - -- -' `- -- FOUNDATION FOUNDATION PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
a _ 48 DIAMETER STD. _ -- IRE -CAST MANHOLE I I I EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
Cr V)Z EATERIAL MATERIAL MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
o I MANHOLE IN ACCORDAN �a SECTIONS EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
i FOR 4 • DIAL. LBARRREL Ess DUCTILE IRON PIPE BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
WITH ASTM c 47s-- " PVC PIPE
6 MIN. WALL THICKNESS U SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/'
- - - - - FOR 5" DIA. BARREL INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
JJ U�YT-�- SS G Ij PIPE BEDDING DETAILSA UkI VEDOIBYTHE T
APPROPRIATE PERSONNEL..
-_ENGINEER GROUTER INSIDE ) TREATED - - - (8) PARKING LOT INTERIORS - INTERIOR LANCSCAPING 11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING, P.C. AND SUPPLIED BY THE OWNER
U) AND OUT WITH APPROVED G -- LANDSCAPE IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE 12. THE CONTRACTOR SHALL fIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
NON -SHRINKING GROUT TIMBER - 2X4 WOOD FRAME WOOD OR PARKING LOT PERIMETERS. INTERIOR LANDSCAPING THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
1" PER
FOOT ,I , M "� STEEL STAKE _�,�_ PRIOR TO INSTALLATION.
SHALL. BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO
-�W �, I c' 1 1 /8" o 1 1 /4" > -DROP INLET BURIED FABRIC SKIRT BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER 13. HIS WORKTHE RUN ESSACTOR SOTHERWiHALL �EI DERECTEDANY NBY OWNERD ALL .
REQUIRED TO CONSTRUCT
l a - a - VEHICULAR USE OR PEDESTRIAN USE. INTERIOR
IPE _ a o o _ ,� D oc -- r w/GRATE
I pp �, (� a _- q o -j O0 oa o F ---� LANDSCAPING SHALL BE IN THE FORM OF PLANTING 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
DIAMET s Z ,�, MINIMUM 8 STONE l�
i ° o I N� j ° <, ° C.i. BOX v V ° AT FINAL GRADE.
y 3p°p°� °000°c BEDDING FOUNDATION COVER ;M w ISLANDS EITHER SEPARATE OR PROTRUDING FROM THE 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
i --�-" ° (�. o� - - ?� �� --•-•-� •-•••- ;-- PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO METERS,. TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SMALL BE THE RESPONSIBILITY'
°.''J .�- -� -
---3 ° -- - -A �w �w cn i HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
od000�,00°oo°o° 000°000°°� 103/4 SIDE ELEVATION _ z z ¢ _� T� `' `��
! o 0 0 0 0 0 0 0 0 0 0 0° o 0 0 0 0 0 0 0 0
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- - - - COMBINATION - -�-w� _ -- FEET. (4/2j90} EACH ISLAND SHALL HAVE NO LESS 77 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
1 /2" GRADE 60 rr z ' WORKMANSHIP MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
" STEEL REINFORCEMENT w I - THAN ONE PLANTED OR EXISTING TREE PER ISLAND WITH
--RUBBER GASKET 12 MAX 45 SWEEP <<.. _ : .4 ,
8" MIN. - - BENDS AS REQ'D- o �\ APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT
GATHER - TO MAINTAIN SAFETY AND TWO WAY TRAFFIC, n
-' 6" EXTENDED LIP MONOLITHICALLY CAST PLAN VIEW% % COPOLYMER �"� - EXCESS BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEE, 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
BASE SECTION (EXTENDED BASE NOT POLYPROPYLENE \
REQUIRED FOR MANHOLES < 8 DEEP} �!� AT CORNERS FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL c
PLASTIC NIPPLE PER COUNTY ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREA. SHALL BE
MAIN - ANGLE REQUIREMENTS BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
ELEVATION SECTION A -A
�4.8 "0 STANDARD MANHOLE AS REQ D NOTES.
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED 18, CONCRETE STORM DRAINAGE PiPE SHALL BE CLASS III WiTH RUBBER GASKETED JOINTS 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
NTSPOLYESTER OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
MANHOLE STEP DETAII L NOTE: MINIMUM 3 FEET OF COVER (50 LB/ 1 INCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
,�.. SHALL BE MAINTAINED UNLESS INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION'.. FOR
-- NTS DUCTILE IRON PIPE IS USED. 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY MAINTENANCE NIGHT REFLECTING.
MARKED• SANITARY SEWER OR SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM BA4CKFiLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE 20. DUCTILE IRON SHALL BE CLASS 51.
TREATED STORM DRAIN AS REQUIRED TYPICAL NEAR SIDE APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL. (1) ALL EXISTING VEGETATION THAT IS USED TO MEET 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
LANDSCAPE: RINGLANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING STRENGTH OF 3000 PSI 0 28 DAYS - AiR ENTRAINED.
SURI A E COVER CONTACT AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE:
TIMBER SU�As TO SHALL
MACHINED
2' CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTs. 7• ���LANPP DR 0 THE NEXT �,q SEE STAKES AND FRAME. JOINTS MUST BE MATERIAL, 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY 'PAID FOR
SO is SEWER SERVICE DETAIL
�0- II II -ICI- �i{- OF COVER ON RING. 3. FOR STAKES, USE 2x4-INCH WO EQUIVALENT OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
c� >w - - - NTS METAL WiTH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND THE DEVELOPMENT. (3/9/88) PAID FOR BY THE CONTRACTOR.
�® oAJQC. 1. BOX TOE' OF COVER " ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
LLJ • 24 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE }1a.ET 2 ARTIFICIAL FENCING SHALL BE MAINTAINED CLEANED
t>n •'� V) & COVER --MAX. 45' A A - - -- A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. R MAY BE NECESSARY TO BUILD A TEMPORARY O --____ FOR ADDTIONAL REQUIREMENTS.
cn z� Ww LONG SWEEP /' 12" 1 ?" THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
.n = �w AS REQ D TO REACH - - - -- BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALT_ CONSTRUCTION SEQUENCE
� a z-- OPTIMUM DEPTH „ BE KEPT FREE OF UTTER AND ADVERTISING. 1 EVOERY RUNCUT OFF ORFEE LL(1LOVERTICAL LTO 3C HORIZONTAL). OR FALL OF ONE FOOT FOR
Ll, ��-_ _ 5
�W _ _ _- TEMPORARY FABRIC DROP INLET EROSION CONTROL
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
= = I I (-_ N-" INCLUDING SiDE SLOPES DURING AND AFTER CONSTRUCTION.
BOTTOM OF COVER
VARIABLE SLOPE ..
45 - in -1 I 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
_ BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
1.5% MINIMUM ° -� r` C° III=__ _ TEMPORARY FALL GRASSING DETAIL INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
NIPPLE PER COUNTY �- MAIN = � - CONSTRUCTION.
REQUIREMENTS �-� OPT A A SEEDING MIXTURE 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAiN.
NOTE: MINIMUM 3 FEET OF C R ao 1'-11 1/2" w I .I==-1 I 1===1 I I -=-I I (- O c� SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
SHALL BE MAINTAINED UNLESS '-- _ \ s„ ABC JO,; - SKCIES ,BATE (IbZane)
DUCTILE IRON PIPE IS USED. / Q 0 - w Rye (grain) 120 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
�' STONE BASE `\\s
M/�y \ w DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
TYPICAL
SEEDING NOTES FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
FAR SIDE f ` � � � \ � 6. iF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
D �r'1I L A �� MOUNTAINS - AUG. 15-DEC. 15 DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
SEWER SERVICE DETAIL ;~ J COASTAL PLAN and PIEDMONT - AUG. 15-DEC. 30
_ ENTERING STORM DRAIN PIPING.
N�_•�_�,"�„_,,,�,._...,_,_,,, NTS 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
6 t�l
�MANUFACTURERS) V--9 5/8" 2 - 3 - ��• SOIL AMENDMENTS 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE A5
. G.R. ENNts ec SON _- -- - _ - _ 50 RIGHT-OF-WAY _- �_..I " f SEE PLAN SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
N0. MH-GRE-24 <v COARSE AGGREGATE
2. DEWERY BROS. I 4 ti FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITE PROJECT IS COMPLETE.
RCR 2001 V-10 3/4" _ SHL'DR O \ '` LIMESTONE AND 1 000 LB/ACRE 10-10-10 FERTILIZER 10 MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
x
O
m
�O
U J
oQ
YW
a
m to
NCDOT STD.` NO. 2
840.15.0 OR
APPROVED EQUAL.-�
GROUT
» rh ^91
PRE -CAST CONC.
FLOW
3000 PSI CONC.--
SEE PLAN FOR PIPE
ORIENTATION &: SIZES
SECTION
CURB INLET DETAIL
N0. MH-
3. VULC,AN -- --� -- - -'- SHL D " I PLAN PROVE TO BE LESS EFFECTIVE.
NO. VM-84 " MINIMUM WEIGHTS: 22 -0 B-8 " r f 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,
OR EQUAL _ 2'-9 1/4 _ R'NG 190 LBS. 5 -0 - - - - - -D '�r1� j�` Q /� J� MULCH
tr PROJECTCOMPLETION.
- :OVER - 120 CBS. 2:1 SLOP TEMPORARY -:RAVELLED SEE PLAN ALL PERMANENT MEASURES SHALL EE �.EL.L ESTABLISHED PRIOR TO ROJE ,
. ..- .,
r- � . �`Ts T FETTTNG
�• Af PLY 4 OOJ L8 ACRE STR ., at3R STRr� t BY TACKI!IG WITH Aa ,
f
�. , Mk NTENANGE REQUIREMENTS
T _. �
�_.. ., N CAN B£
SECTION ! 0 N A A E"I 1 �- { ,+► AIN110�I T00N- A DISK,WITH lWTl SET EARLY STRAIGHT
1 4 4 FT FIL F RIC
I..
1
--�-
_.- �TRA� C E
TI N
_I R C O N U FR M V.NG
O S M ANCHORING TOOL ` T R DIMENT 0 LEA
C AS A MULCH T MAIN A N D TO PR ENT MUD 0 SE
SIE1Eiit3N A A � USN�i 1. CONSTRUCTION ENTRANCE �IUS BE I E EV
P D E,4L
- - o SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
AJy 1 a NTS
MANHOLE FRAME AND COVER � - 6" ABC STONE BA -
I 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
_ � ENERGY DISSIPATOR., MALNTENANcEOPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
NTS � 1 -1 2" NCDOT 1--2 AS ,Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY" TO MAINTAIN ALL
PROPOSED / 5IE -PROPOSEDNT of nitrogen in March. If it is necessary to extend temporary cover beyond PRACTICES AS DESIGNED.
WATER MAI DETAIL A- SAN. SEWER June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain
� or Korean (Mountains) lespedeza in late Februory or early March. 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
FRAME AND GRAT� Typik.*ML �� ROA(� , �ROSS� �`E���BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE GLEANED OR REPLACED WHEN THE
OR EQ BROS. MO EL CH-BN-ROOT v V SEDIMENT POOL NO LONGER DRAINS PROPERLY.
--ASPHALT PAVEMENT NTS (PUBLIC ROAD) 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT, BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
Ift ELEV. VAKitS
6'
TOP OF BANK: EMBANKMENT
EL. 15.00 -
--------- - - - - - - - - - - - - _ _ FLOOD POOL EL. 13.20
NORMAL POOL. NORMAL POOL EL. 11.30
----- --- -- --- - - - - - - - -- - -
EL. 11.30 -- -- _ _ FL. 19s30
1L
--� 6
REL3AY 3 MAIN POOL
1 ` , -_ F0
BOTTOM EL. 8.30 1
3 _
3 _ BOTTOM
EL. 4.30
.DETENTION POND & F RE,6.AY SECTION
NTS
A STEEL`P41 1E A "6
�---24"RC -- L u
PLAN
GALV. BAR GRATING - 1" x 1 /8" BEARING BARS. FASTEN WITH
TYPE J CUPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZED -ATTACH GALVANIZED WIRE
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE CLOTH 08 R SMALL DIAMETE
K ,�R R
TOP OF BANL1 ORIFICE ( MESH .020 WIRE
15.00 - -- FL Op POOL 13.2
24"REP
I
INS A-1 INy11.3 RMAL POOL 11.
x
INS10-a --
3
TEMPORARY
- - GRAVEL
-", FILTER
� �_BOOM.30
SECTION A •- A
DUERON
POND OUTLET STRUCTURE.
NTS
SEE IN ACCORDANCE
WITH GRASSING DETAIL
- •1 S ;
=1 11--
_fSLOPE-
�(I
SEE SITE PLAN FOR INVERT
TYPICAL GRASS SWALE.
NTS
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1 • PER COURSE:
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
PLAN
NG & COAR PRECAST C RISER RING
F7-WT1V%MSV12- OC
a
COPIC. M.H.DIM -
�OCK 5 3/4
8 E 8"
8 FORM fWW CHAIN
Q�
3'-3" MIN. _ 3'-1 3 MIN.
OONO•MH BLO W.C.W. MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NITS
OR%R.
•
A B
C
PLAN SECTION
BLOCKING 22 14z ELL
APRON
R 50.
•
CE DLJ
PLAN SEC7IQN
BLOCKING 90' ELL
\--6" GATE VALVE
1
-
I-----2'-0' MIN
1 - GALV. 1 2" U-ANCHOR
SOLT END AROUND HYDRANT
BOOT AS SHOWN.
'�,- CONC. BLOCKING. POUR
AGAINST UNDISTURBED
GROUND
TvickHffm
)-
Ifw1 T
NTS
NTS
�r�fQ1�i�1
q
9
CED)J
PLAN SECTION
BLOCKING 45' ELL
•
OW."6 ii�l ow",
A B
r C
PLAN SECTION
BLOCKING 11 1 4a ELL
3 �EKXDG
NNIME�I��
11011 -mom
•
•
B L
A
PLAN SECTION
:BLOCKING TEES
RFTF R1 (iC:KING
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPECIES .LUAU (Ib/gcro)
GERMAN MILLET 40
IN THE PIEDMONT NO MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING NOTES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY i -AUG. 15
COASTAL PLAN - APR. 15-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FlUMLIZER.
MULCH
APPLY 4.000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL.. A DISK WITH BLADES SEr NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTIUZE iF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTiLIZE AND MULCH IM-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECIEL ,RTE Ib/acro)
Rye (groin) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary oover is not to extend
beyond June.
SEEDING DATES:
Mountains - Above 2500 ft: Feb. 15-May 15
Below 2500 ft. Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WiTH ASPHALT, NETTING,
OR A MULCH ANCHORING TOLL. A DISK WiTH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
5. ALL SEEDED AREAS WiLL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPEM
RA (Ib/aors)
BAHIAGRASS
s �iDEZ 3300
COMMON BERMUDAGRASS 10
GEiW MILLET 10
TALL FT•SCUE 50
SEEDING NOTES
1. WHERE A NEAT APPENW40E IS DESIRED, OMIT SERIMk
2. USE OOMMON BERUQAGRASS ONLY ON ISOLATED SITES WHERE iT CANNOT BE-
COME A PEST. BERMUDWRNSS MAY BE REPLACED WITH 5 lb/acre CEN IPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib/acne
GROUND AGRICULTURE UMMIME AND 500 Ib/acre 10-10-10 FET UZER.
MULCH
APPLY 4,000 Ib/am GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUIML E
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL.. A DISK WITH BLADES SET NEARLY STRAiC#fT CAN BE
USED AS A MULCH ANCHORING TOOL_
MAINTENANCE
REFERiIUZE THE FOLLOWING APRIL WiTH 50 lb/acre NITIMM. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAlt WHERE A PEAT APPEARANCE IS
DESIRED, OMIT SERIM AND MOW AS MIN AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
,SPE301E'S ATE QbZgM)
TALL FESCUE (BLEND OF TWO OR
THE IMIM, RONED VARIETIES)
RYE 25
SEEDING DATES
JANUARY - APRIL
AUGUST - MCEMBER
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACC"NG M SOIL TESTS, OR APPUf 3.000-5,000 lb/acre
GROUND AGRICULTURAL UMF3iME (USE THE LOWER RATE ON SANIYY SOILS) AND
1,000 Ib/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib ocrn GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHiAI.T; ROVING, OR NETTING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
FERTILIZE ACCORDING TO SOIL TM OR APPLY 40 � acnt NITROGEN IN J"My
OR FEBRUARY, 40 b IN SEP'I ER AND 40 lb IN , FROM A 12-4-8,
16-4-8. OR SIMILAR TURF FERiiUZER. AVOD FERTILIZER APPLICATIONS DURING
WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE,
AND MULCH DiAMA(0 AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
AS NEEDED.
k
{
s:
•
REVISIONS
Description FE3y
i
CARp(/
.�'E.SS I �' •. �j
.Q
S E AL
-1 •: 17374 +•
GREGO ;i'
DATE 07-07-99
DESIGN PGT
DRAWN MV(_
D-1r
SHEET 4 OF 4
98085

.... j N J' REVISIONS
Nate Description By
� _-
~�EXIST. SSMN W E - ---
TOP 18.58
INV. 9.25 I cn
SITE
18.20
v 17.36 \'.\
---; `` VICINITY MAP
6T o 17.78 _ NTS
SZOO
I_ X i ST. C.B.
INV. 12.14
81,
EXIST- C.B1 1,, '
INV. 1 2.10;` \
I In
o
kfl / 9,548 s q . t t. '~ -1,.1 2' �-` i "6„ �-- _ �i rj
16.67 � I A p e ----S D M H NO. 1 .�� _� E-I V
s< c, 17.19 TOP 16.3
INV. 1 1.15t --_ (� �+
-- 16 2 _ --TYP. (FIELD VERIFY) E�
17_5 '' 58 '� -.. � ` ° � TOP 16.2
16.99 1 NV. 1 1 .3
EXIST. SSMf✓ -- ( 8,510 sq.ft. 6,185 sq.ft. ° •• - - E-i
,` '----- -- - - F-1
TOP 16.85 I f j 59
INV. 9.19 6,950 sq.ft, 18 = 16.01 "` TOP 15.13 _�. -_SLOOP POINT'-_L�ANE--------- -- - - --- - - - �
j
� 1 5,587 sq.ft. -w .,R �J18• INV. 10.93 / `'-~ -_._ (45 R W A
° 16.4. o 16.20 0 16. 9 O rn ` �'► ��O -- �
- ° 6,03 1 sq.ft. G 16.26 .,.. ` ` _ 0 15.67 (I
I "'`•' v / E-+
z I { ' { =� 5 973 ft. 6 20, o --.. --,. �.x! �TYP. W �.
o c 16.25
� � i � (� { � �� o ° / q Rq� G� -,.. ,,,, „� �T 6 "C INV.
P 10.8�1
5,819 sq.ft. �. MP W
cr_i �c� �\� { 0 5,020 sq.ft. j � 2 � M £'f4-NT ,� 9
jQ Iz 5,100 sq.ft. �� { 1� `' `�
al p i IZ a ° ,5.4E / `� INTERFERENCE 5,664 sq.ft. 4.4 ., ., / , { W
f
I 1 0� I --- MANHOLE - 4 92 �'
i Q� 15.63 �6, V � 15. i 7 -•.. � i
i { < �, { w� 5,847 sq.ft. ° 15.55 _ II
7
�'` ^ o .
!.10'
DRAIN ! v D< 'fir- 0 15. ` w5.44 k7 � 15.82 LS]: �„3 1-1~~14.9 �A ,1- �. 71 ° 15.68 'N "`��= o 15.67 ~. .,,_6 C
cnI ° EASEMENT- MP
w T' x { ° 1 l,J 15.64�_ 0 14.74 6,451 sq.ft.
{ I
1 W SERVICE --_ •, 55
1YPICALI �� ( } (°-� 5 00 s ft 5,1 10 sq.ft. p 1. _ `_` •`'BURIED
r I Z
_ _
n q q---- �'--�`"`'�. �``- '`*• `. JUNCTION ��APPROX. LOCATION EXIST. 8" WATER MAIN F--�
14.70 { I ° 14.49 Q "`'`� `'_ --�'� ° 15.1 ° 15. 0 1,�.60 '� o T
Q 1 T I O 'W_ 4 0 ,� ''-� 14.8 7 B C X I1 d0
U :� (_ _ , _ _ _ ��- - '�- __ = aS' =� 1 1' - ____ ° 15,44 �-- `'`�, VERIFY SIZE, LOCATION AND MATERIAL A W
o -- --- I
., --
SSMH NO. 1 G
o 15. 8
x OUTLET STRUCTURE
,, 14. 6 G7 I
( - 70 I �
I'ri x
O I Y . 7
DETAIL) L SEE DE
1 GG 8,05�� s .ft. � {
8 { I N -- - 8,659 sq.ft. q 6,55 sq.ft. 7 ! { �,
o 4.�� r b 13.30 ( -
I 1.�.11 0 : �" w
Q 1 I `��,103 sq.ft: 8� ``'��•, °���� 5,102 sq.ft. Jr-1 ,.� I �-EXIST. SS
S W -- 5 100 sq.ft. 1�.4s q 11 1A"'�6.,. 5.24 18"F.E.S. INV. 10.8 5,�71 sq.ft. {°G c� a TOP 14.87
� 4 N SERVICE - I � q { 1b..1 6 4�J .ft. 4• \ 7�. i- %' 0 W
C ( °1670 C3?
I
TYPICAL) � .. ,� N �� ----, S INV. 5.97 � O
} ( I PROPOSED DETENTION POND 10. w 10 x10 x18 E D. >
° j R TOP OF BANK 15.0 , 16.51 7,��41 sq.ft. f ( SAWCUT EXISTING ASPHALT
{ 1 I 'O FLOOD POOL 13.2 w o XIS SSMN { ;��RESTORE TO ORIGINAL CONDITIONS
'41/ ( I ° 14.96 4.83
_ CUT EXISTING { i
��' NORMAL POOL 11.3
OP 15.62 { o
' )4H,iLT. RESTORE TO ( 7
0 1 ° 1314 "CROSS INV. 5.64 t j 1 ,� / 1 8"x6" TEE
1 I ° I BOTTOM 4.3 1 ..3 1 6 0 15.64 { co u� :'�'; al!VAL CONDITIONS. -I 1 +� ° 96ADJ T EXIST. SSMN x s / 1 8 GATE VALVE �./
i I 5 3 3� 6 GATE V EVES a ° { N 5* w I ,
i 7` { 1 6 TEE o 1 .6 RAD - - 1 6 GATE VALVE
" o 1410 TOP TO FINISH G
2 6 GATE VALVES _ (1 } FIRE HYDR NT s� a 7 SSMH NO. 3A
c I G��xfi TEE { I { 0 5,215 sq.ft. RANY 5,875 sq.ft. 14. 8 � 12 ASSE•MEILY G%
I {� GATE VALUE ` 5 600 sq.ft. �� 1 FIRE HYD q 14:77 5 3E7 sq.ft.
I
C.I. N0. 1 ASSEMBLY
6 GATE VALVE - 7.2 _ °°° C.I. N0. 6 a'
RIM 13.7 N ° �_
C.I. 0. 2 RIM 13.7 " -_ -
INV. 1 1.7 1 � �
RIM 13.7
i ° ;3.9�1 INV � ��.
MATCH EXISTING �_ _ CUTT'ER COURT
0 7.1� 17.52
1 48 15.97 .. ° 92 _ 1 ; ASPHALT GRADE 15.3 45 R, W
EAS MEN RIM 13.7Y_ ( }� ) �%
i � • C MP - �-p�-- ----� ~
- _
RCP a c� �� �.°c _ ° - •-,�_ ___ 1 s _�- ��, °-
I -►--- --- , "ry-. --sue - -_ j r i' S ALL" 8 LANE - � o .97 �i � � ( oo -EXIST. C.B. CC •
_ - - - -- v o 13. { c r)1 15.40 . O P 9.93
2 W +'
N' T�;t i EXISTING � �, - 1 12.,�8 -
I C.I. N0. 4 1 1 0 1 �.y5 -� ADJUST TOP TO 0
n r N T - 17.t?t .. 1` C.I. NO. 3
(GRADE SSMN N A ° 14.37 C.I. N0. 5 0 14.12 U
. ° �� I = (W FINISH GRADE H � � Ca C'`J
I yt I I RIM 13.7 INV. 11.6 INV. 1 1.2 SSMN NO. 1A- i 1 , .N � QO
I 5C GRAVELLED RIM 13. o s.a5 { �
I I L ,^� 3 INV. 11. �� 7
w j CONSTRUCTION i 0' DRAINAGE ° , ° 'c13.g �, { � v O I 1 a
ENTRANCE 0 16.36 15.74 14 75 0 5.�)3 - 6,81 ( ' �� co co 6
° , , EASEMENT 17.27 ° 16.57 33 ^`� , 14.8 �, 16 Sq.f t1... I � {� -�-� z
I { -.� ,.31 I 76 sq.ft. ° 14.38 W/' 66 C.0
CO
Q
7� 5,163 q W
° , a 14.23 o 14.90 I 5,500 sq.ft. I ?r 13.99 14.1
I _ I ,360 sq.ft. 0 12.92 I I
8 6,473 sq.ft. 7 5,773 sq.ft. 0 13.aa +� O O c� 0
{ 5,518 sq.ft. 5,353 sq.ft. �2 6,906 sq.ft. °`• ° � 6,427 sq.ft. � '� ^�,� � � �' a
0 15.42 �,
1 { { q 5,300 sq.ft. f . a 14.46 ° { �-EXIST. C.B.
5,300 sq.ft. t ,
U . r+ 0 +-
,���• 5,707 sq.ft.
° 1�a ° 13.65 TOP 13.36 a>
N ° S01 11
4 L J 1449 ° °� CH INV. 10.22 -- _ - O _
O 1 ' 3 cfl 0 13: 91 0 1 �s . c -- tX I <<')
i ( 122'S � GRAVELLE F` o t3''��i" � ---;; MP c
5,000 sq.ft. ,r• � �' �, 3 ? C - � r''� C7-+ •,
(� E co 79 CONSTRUCTION ...,, _ - � �` __ �-- - ° ° 14.28
qg ,.,.. ,, _ 5
o
0"1 1 _ �13.. 3 .SECOND STREET
ENTRANCE 52- _ ___-'
. r ---. - :
° _ _ �� <�.,. 5 , 9 41 s q . f t . ' \ ° - _--- �,� o -- -
S02'55'45"W 345.00' x' r.. - �, (45 R/W)
I
I - - _
i V I C.) \i'' "a011rM/1/Mr „•.-. __.� '1 -- ^ „I ..J�- r - -_ I FOR,
es
W ° - 0 17.50 ^ CD
. N ,oOr� ga,6 ��, _�„ s. ! "" _..--~ -''"~ �! r� -
-� 1 i . 45 O 17.34 S05 O6 '� �-
-- .� EXIST 4 MH ._ - 8.-�` 'c-- ---�-. EXIST. SSMN
' L� ° 14.61 TOP 114. 07_ �,pi19�- �''"" TOP 13.80 ( C
c� �� -A --'''" INV. 9.91 ������1�itriiri��,
1 c� INV. 8.8 , _ �\ / j CAR
ca NEW INV. IN 9.3 Q
Uj
SAWGUT EXISTING ASPHALT JUL ,W>vSS f ••.
cn _ 7s ll j RESTORE TO ORIGINAL •� .
cn l 1 CONDITIONS
I e •
r
{ X CD / ----- ---� 0 14.74 S E A L
1s.�1 MATCH EXISTING � � 1 1 1 8„x6 TEE ,
a. II - 1 8 GATE VALVE i
17374
{ ASPHALT GRADE 14.3f - -- I 1 1 6" GATE VALVE •'••.F •::�
LQ I .,hG ► Ply",. '`
(FIELD VERIFY { + �.O
GREGO� �;
a� �iitH0
370.00 � � � �-
1 NO2'55'45"E - o ` +
- -- -- - _ -- - - -- -- -- - --- --- - 1 o I 1
T
HEATHER JANE (40' R/W) 1 { i
DATE 07-07---99
DESIGN PGT
_ �, DRAWN MVL
-EXIST. SSMH LEGEND
1 TOP 15.31 � � I
INV. 7 26
EXISTING CONTOUR
'- ° 17.4`,� EXISTING SPOT ELEVATION ----- --,`'
1
NOTES:
j PROPOSED SPOT ELEVATION 1. NO WETLANDS EXIST ON SITE. 1
l 2. ALL ROOF DRAINS TO BE DIRECTED TO THE POND.
CURB T w T PROTECTION - DRAIN TO THE BACK OF THE LOT
' RB INLET /INLE E 3. LOTS 45 .52 WILL � (
o d L ALL OTHERS TO DRAIN TO THE: STREET IN FRONT.
STORMWATER RUNOFF DIRECTION
SHEET 1 OF 4
SEWER SERVICE. w GLEANOUT i
II SITE' PLAN I WATER SERVICE w WATER METER ( 98085
I .