SW8980412_APPROVED PLANS_19980527 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 a 9 D4 12
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
l qa 8 05 27
YYYYMMDD

NOTES
LANDSCAPING IS REpMIED FOR PARKINS LOTS FOR THE PURPOSES Of REVISIONS
ESUNLESS 1. SIDEWALK THICKNESS SHALL BE 4' UESS N07ED OTHERIMSE. COVOt. TOP 10 6E FLUSH PAVED OTIIQt OF MXM /ESTHE1W WACTS OF PAM OR REYDNNO THE NOW p
z. CONTRACTION JOINTS (c l.) SPACE SALE As SIDEWALK woTH 3�� OF ,, A " VISMATON FROM woof AREAS TO REDUCE THE NOSE NEAT AND SITE WORK NOTES die Description By '
3. THICKEN SIDEWALK To e' AT DRIVEWAYS f10Rf t eAv+ir�P&E wKF ASSoCTm WITH PARKING LUM NO °TRIER wiRPaaEs AS 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
0.• 4. EN cs%EWALK TO e• IN LAST
3' WHERE IT All= PAwrENr N ee� n'1• CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
WITH N OR TOOLED 5. 1 2` EXPANSION JOIN t( .) REQUIRED AT 50' MAX AT SIDEWALK �k� � (1) APP-MAILM - L4MW*M SHALL BE REQUIRED FOR 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
CUTJUNCTIONS, AT STRUCTURES.AND AS NOTED ON SITE PLAN. MM • ALL OFF-STREET PARKINS FACILITIES WITH FPE OR MORE SPACES OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
e. PaoNOE " LLW48 R t eLOo. FELT BETWEEN WALK AND ADJACENT CONCRETE OR 71108E AREAS 25M SQUARE FIT OF MORE DENOTED FOR 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
PALWLMO CRAB 1' Vile US A LM409mvm PLAN SKILL BE SUBMTnED W VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
-� 7. REINFORCE w/6x6-10/10 W.W.M. B ACCORDANCE WIN SECTION 97-0.
6 y i y Ni�i� 2• _ 3• (2) DESIGN GRIMM� � K REQUIRED MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
e0' MAX. SPACING MH COARSE AGGREGATE 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
CURB / - • FOR PATBQKo to PENM M AID FOR PARKING LOT WTE80R3.
Y 77REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
PRECAST ; I (N PAiONG LOT PONATERB - A LMOSCAPEB STRIP 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
. OP WHT (0) FEET W WEAL OVU IE REQUIRED MAW
_ _ _ _ _ _ _ TEMPORARY GRAVELLED ANY WE OF A PAR" LOT OR RENDS FV LY ZONED REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
r MMLOLE CONSTRUCTION ENTRANCE F w IR�i,'OTHIS NE EEC OR Ooaa CONSIST OF . a aUsitaE A 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
EXPAN K7N " >od- A EIRITEEK (18) TO TMETNTY-SEVEN (27) FEET IF A 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
JQNT •> � A IHa M F.� ESS N►S BUM � 4 p W , EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
q { 8 NBARREL
W. WALL THICKNESS ENERGY DISSIPATOR socnoN 657-4, THAN THE 10 I= MM M,W eE FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
- - - - - - - FOR a• OI► BARREL lwrwcwDEa AS PART OF THE BUFFER STRIP. (4/2/913) 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITELANr PARKING LOT WWWRS - INTERIOR LANDS
PROPERLY PERMITTED FACILITY AS REQUIRED.
BROOM FINISH PERPENDICULAR 1 R)OMM AS THE WD REQUIREa WIOwNTHE 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
.-. TO PEDESTRLAN FLAW DIRECTION ICULAR _ R NO
I PIPE ZONE PIPE ZONE PARKING win PEROJETEM. INTERIOR LOOSCAFWG EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
SHALL BE PRONGED EQUAL TO OX OF THE TOTAL AREA TO
e' 6 i I• 0.0. e' " a 0.0. ' IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
. ..�� `.'. FO BE USED R PARONO, LQADM-ALFA OR FOR on*n
}; I MW. MIN. MIN. N vEKNICLLAR USE OF PEDESTRIAN use !INTERIOR EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
_ _STRUCrUM + L*VSCON SHALL I N THE FORM OF PL*XW THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
4• I ALK PLAN _ IILANDB, FITTER SEPARATE OR PROTRUDING FROM THE
�� �� I i n� F MWWUM 8" STONE 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
"°"°" I- , _ I °"°"° FINAL BACK FINAL BActc PE1aMElER LAKnecAPlNo.EACH IaANO eNru �� N0 RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
3 1/8•R TOOLED 1/4-XI" DEEP w/AN .o°o ° a tTEDDINo FOUNDATION tOVaWAL OIEM" OF LOW THAN TWIVE (12) /
C N R E JT. JOINT 1/5-R TOOLED JOINT a )° •.'1._. _ .._ ._ ..« ��°�°na_I_ PIPE SIZE A$ FIT. (4/2/So) IAIDN ISLAND SHALL HAVE NO LESS APPROPRIATE PERSONNEL.
"° ° °°°o°o°o°o°a°o°o°o°o°o°o T[Bp MIN THAN OE PLATED IN EtOs1810 THE PEL WITH 1 P OWNER.
-o-o.°-o.°-°- - - - - - - - - - ON THE P CLASS 12 -
' • +SKET o ` BE LOQAED ANDI E JFOI AM FiFF
° 'm 0- o°°O°O°O°O°O°Oo? -o INDICATE
3'
. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
RUBBERRUITITER �„•. �Jt O.D.o.D. 1 2 ° O.D. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
. ; .,.: 8• MIN. EXTENDED B UN ,, % r., F1o0M A PLAUfM ISLAND. ALL PARKIN sw�cEs SKILL PRIOR TO INSTALLATION.
yP INITIAL BAG 'o G 8" MIN. CLASS 1 OR • MIN. 8! ECCIOD OR cUPBLD 10 PREVENT VESCLFS EREIt
6xa-10/10 W.W.M. � PAC D c: •. REQUIRED FDa lrwlwtEs < e DEEP) CLASS 1 _ - FROM Ovo6wawo PL.wIRa ISwas ON LAnecJ.APm 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
_ YADB BY A A,ERARE OF MINE THIAN ONE FOOT OR HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
SECTION T EXPANSION
N I I II-1II_IIC�'ST�� I II 1 11 1 �ST� E °i' VAM ADIACENr FI Nas OR xmNs (3/e/ee) 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
CONCRETE SIDEWALK CONTROL JOINT 48 0 STANDARD MANHOLE FOUNDATION FOUNDATION AT FINAL GRADE.
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) NTS PVC PIPE MATERIAL MATERIAL y621 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
TYPICAL SIDEWALK AND SIDEWALK JOINT DETAILS rR DUCTILE IRON PIPE (1) ALL EXISTING VEDETA ON THAT 6USED TO MEET METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
LANDSCAPING RMMMtDMENrs• ALL REQURED PIAMIFD LIVING OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
WHEEL CHAIR RAMP DETAIL His R "�I1ENtING PIPE BEDDING DETAILS "MR"' IN ALL R �='°iYS 7M"` I MAINTAINED �, 16. ALL PAVEMENT, BASE AND SUBGRADE SHAD_ COMFORM TO NCDOT STANDARDS INCLUDING
NN� oWINER a TINE PROPERTY ON A CONTILAWO BASIS FOR 7HE LITE OF WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
Nis6' GONG. 4Do0 p.i OVER c. THE O(2) ARTIFICIAL
tlort. (3/s/ee) OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT z,
F8"RE FABRIC REINFORCEMENT WENDED TOP OF COVER AM IV ED �F � OF THE
'WY ON TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. T/'� 0-4 '
1'-6• x t'-o• x .080 STD. ALUM. WARE FABRIC RONFORCEMENT q it A 6 15 16' G BAa FOR THE LIFT: OF THE DEVE.OPMOR, SUCH FENCM SHMll 17. ALL AREAS SHAD_ BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT V s
HANDICAPPED PARKING SIGN BE NMP'F FREE OF LRTE11 AND ADVERTISING. ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE 04
RESERVED TO READ "RESERVED PARKING' ;, n Fi.♦ WITH IDENTIFICATION SYMBOL. o �� SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. O
BOAT TO NWD.UTS,
POST W/ 3/8' CALADIUM I 18. CONCRETE STORM DRAINAGE PIPE SWILL BE CLASS III WITH RUBBER GASKETED JOINTS
PANNG PLATED NUTS, BOLTS &WASHERS. DIED 7 7 a• ^%
W7 3 18• ~ 3 GRASSING DETAIL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.
9" x 1'-0" x .080 STD ALUM. SIGN ITorroM of OOVER n 4• SEEDING MDfiURE 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
® TO READ "VAN ACCESSIBLE`. CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
BOLT TO WD. POST WITH 3/8• CANDIU 4" ABC STONE >,
PLATED NUTS, BOLTS &WASHERS t 1 a• 1 14'� NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
RUMPSTER PAD DETAIL _ FLSEtDu I MW~ 1M
9' x T'-a" x .080 STD ALUM. SIGN S A diffm IWOMEN� ,o NIGHT REFLECTING.
TO READ "MAXIMUM PENALTY :t00, . . 1'-1t t 2' 9 7 0,lrIN LEuu 10 20. DUCTILE IRON SHALL BE CLASS 51.
I t2" I GS 20-37.6". BOLT TO WD. POST < 0 1" �to "' WILL Pon 96 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
�1 WITH 3/8" CANDIUM PLATED aD STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. Fyi
LEGEND AND BORE - GREEN NUTS. BOLTS & WASHERS. FINISHED Ar F� ,O� - N ^ 2. M.EaR so URS. 1 4" PIPE " SIDE ELEVATION SEEDING NOTES w
WHITE SYMBOL ON BLUE BACKGROUND to 3 4" 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE CI.MS " 1. WIDE A NEM AFEAl1 U s Ohff E MM E
.• ORApE 80 s UK Nx4NIR LIITIp1EI m OXLy 1N m wqe IT cww m- BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE N
a 4'-4S 12" S1E13 RdIFDRCEE'M 6EL8 A PSR �MII= MW K WL4= YM 8 6/•, deIEBEM/L M-i
- ASPINALT 3 -� � PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. _ DATED _ BY
1-1/2•R ) 1-i/2Tt(TYP) •• CLAKEDP & PLAN NEW _ r , O
z ;ye. F ) 1'-9 s a' �� FOR ADDTIONAL REQUIREMENTS. �j �1 : O
MAtaMUM VAN 1 I- III I- ; _ a% I - AV to CONSTRUCTION SEQUENCE z �i
oT I=I' _ • DRAINAGE AWAY FROM CURB
e I iQGTM /8"(TIP) /8"(TYP)=J.-W,H III -I �- p _ t V-10 3 4
i I I I-JJ=1I I I-L1=I I I I 4• 89VATM + A-" SOIL AMENDMENTS 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
n EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
1=IJ- I I -�= 2'-9 t 4' 1 MUM MDIAMo F°B t ts�°AaoMEro °r°%L.s°AfiNr1°Aa 10 Li`IN�°0°LTaI 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED I--1
A 601 _ GREEN LIBOR - GREEN =III=1II 1EEw- �-�. STANDARD CLIMOUT MANHOLE STEP DETAIL °�°
=11I=I11=1=111 , t+ALTA CONC,
SECTION A -A NTS NTS INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN O
VARIABLE R DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
TYPICAL HANDICAPPED SIGN DETAIL �* : MANHOLE FRAME AND COVER z MAFLr 4me "�'°' w" NeWa"IT RN°Ir °°'a of 'Iafa euMILE FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. E„i
H15 VARIES S' u AI Am wmI no°moVOoWcEiTM"0�WI0wis°Ra►�°wEar°iRWRN►MY °B�OWIMIIE 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS r�
z' TYPE 1-2 STONE
(NCDOT) DRAINAGE TOWARD CURE NTS `" MIN um AB A MIICI AKWIOIWE 10° DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM V)
4'-0' a' ABC STONE (NCDOT) �� ASPHALT PAVEM ENTERING STORM DRAIN PIPING.
'
CURB SECTION 3RC6.`>;Tori�"�L VALVE BOX MAINTENANCE 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING z
6' 3'-0' 6COP APRON
NIS 244 OR 50. METER 1LaoIEa We E MOOD
ARM. = W40L MIROEBI NMM q 4110ITIN BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
amok War BE pU0M�" YEHDc"� W INS'ALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING QI [^T• �I amok am fMEtYI no NIOI M aF18H Al Ism CQt+ �j L J STRUCTION. L
6. A 4• LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. L4
x 0'-12' SHOULDER 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
„• . No SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. ^
eg.,.•.,a°•,G...g.:g,•°°°•,•.g.•.g•••g.= °•°• w GEDTECH 2 - t" YERS 1w� ' TFJT MAIN LATE VYINm &EARLY SPRING �' NG DETAL 8. MORE STRINGENT ILLE EROSION
CONTROL
MAY BEASURESUNITL RED TO HALECT IS T EROSION CIF THOSE ON THIS ~
E PM%gpMINE EXISTING PAVEMENT TYPE I-2�NC00T)9.P n CORPORATION Sf
�- PLAN PROVE TO BE LESS EFFECTIVE.
PAVEMENT SECTION =____ ,/4 PER Fool 6 GA,EVALVE STANDARD WATER SERVICE DETAIL SEEDING MIXTURE 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. '
3 MIN. COMPACTED STONE _ _ _ _ 4X ` v2" ND u- HOR ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. U
CONCRETE FLUME """` ` "" k , f ,' K - 1:1 SLOPE T DSHOWN. Rye (grain) 120
1--mot'-0" MIN. NC. KI G. Po R BLOCKING DIMENSIONS Mnu01 Iesp•MzG (KCAL inNT5 o
III_I11=ANS'01SiuReeD PlLdmont Ond Ctw•WI Plain. a
TM Ift
4• HB (NCDO III-1 w.caouND PIPE SIZE ® ® ® Korean in Mountains) SO O
E Ey�[M Omit •Awd Wep•°•m when da°Ual of tMnppmy oowr r not to •xOMM
LEIV'M E IV up m to• 4•-0• z•-a• I. -a. I. Jam.•
00
VARIES 10' MAX. 414,
NO1EPyNT STRIPINOISFTO BE t2'To te• 6'-0" 4'-0' 2-0• SEEDING DATES: C�2
DONE BY NCD T ORCES 18• TO 24• 8'-0' 8'-0• 3'-o•
Mountains - Nw.• 2tOO fU Feb. 15-MW 15
STEEL OR Wood Posy TYPICAL PAVEMENT WIDENING SECTION `rw . I- ti Feb.sI-YEy , (t3
PI•Mald - Jan. 1-Not, I �) �•••N
WIRE FABRIC Ca•otaN Plain - D•a. t-Apr. t5 Ir+y)
RBED SOIL ,--I
„'. SOIL AMENDMENTS
O
FILTER FABRIC C"I
MIN. 12-1/2 GA o m ►obw .oaANwnWxfdrrr of .II t.b or appy 2,OD0 la/arn• pound oprul- Cd
1 ` b•m Rn••tan. and 750 R/•are 10-10-10 1wtSrr. r , -j
INTERMEDIATE WIRES SECTION -PLUG W
CONCRETE FLUME PLAN -BEND MULCH z N O •~ 48.5 III t� O C'0
TOP OF PAVEMENT 48.0 _ APPLY 4.000 u7//Ap1E MAIN ANCHOR STRAW m TACKING WITH ASPHALT, NEn N% ~ + CD
J '�
I ' :..• y. SOIL OR A MULCH MOlIOPoNO TOOL A DISK WITH BLADES SET MEALY SIRAWNT CAN BE .
ANCHOR FABRIC SKIRT o e o 0 0 0 0 0"0 USED As A MULCH MICHOFM TOOL O I 1 0
. o..eo^•ooO^ A ...: �. 46.25 !'• a••I Z in co
o AS DIRECTED BY ENGINEER °O°+,aon 1 ig
PLAN -TEE SECTION -BEND & TEE MAINTENANCE w _ CO � -
II
R.tAM b r Orowln r not or w dam• e..w. nr«6I:• and m+a, Im- j O O O
BOTTOM 44.0 CONCRETE BLOCKING nI.°lat.b taNlawrG .Iwton or oLHIr a.wAa..
NIS
NOTES: ENERGY DISSIPATOR
1. FENCE FABRIC SHALL BE A MIN. OF 32' IN Van AND 0
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY M
SPACING. CONCRETE FLUME SECTION O
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 1� O .r
T
P.. L>4
36' IN WIDTH. FABRIC SHALL BE FASTENED NTS
ADEQUATELY TO THE MARE FABRIC AS DIRECTED BY THE
ENGINEER.
do
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE 0.
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' 15"' CMP V
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED (SPLIT IN HALF) ~
101/WOODEN POST WITH NOT LESS THAN #9 HARE STAOLE BURY TO 44.0 ELEV.
NG
MPORARY SILT FENCE
NTS
SEAL '
PLAN VIEW ;s:, ,7374 •�;
i•
LEVEL SPREADER DETAIL •��-�
/''AAAGIIIIIILI\''\,
TOP OF BANK 48.0 NTS
J DATE 05-26-98
3 DESIGN PGT
11 �1 BOTTOM OF BASIN ELEV. 44.0 DRAWN MLV
3 3 1 /2 SECTION OF '
BOTTOM 44.0 15" CMP r
CROSS SECTION v 3
INFILTRATION POND SECTION LEVEL SPREADER DETAIL
NTS MAY 2 6 j4,� .. SHEET 3 OF
NTS 980134