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ALTYIMTiYw PIIOAST IAH aIaTION
PUBLIC WORD DAirCM NAli1N TYPr 1 9m' pW - ='o
DEPARTMENT
]LARCH ZOOS
FAAYI AND VAMIp ORATE
rrrona
aWl IlalAlD �FdMtl �7M11
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MNIWIOTO71wAARRipw.T Nm110N. ADJYaTa1oAT AIQTIOY
. IUI Illrabr
MOTY
1, TOMVER OR OPA71NO OF A CATCH BASIN MAU.NOT BE BROUTM TO FMAL WADI VNTLTHI FNAL IWATIN OF TlFAVEh1!'M'
pJRERarTCFTORrDEWAUCINWmmITmTO03 PL44'MHArURNIOTApOF��OOtIF�1CAlplalRPERtIrAONTHEREAFMRdd4FNB,1
2. SHIMIIN& Not EE U8WTOI IN roWT IFiNAIMTOaR Me. T�H1UMaaMMISSN"IrMb. 7-0IS
a. A CONTNUDIJS LAYdt OF MDRTAR aMALL OR PLA CID NIIWIMN AOJUOTMWT' RINOD AND SIR CM PRIOR TOO PLACELBiT.
4. THE USE OF BRICRB b PELRMI TEb WHERE THE EIRJCIM ARE arAOGEREO TO CRATE A RUJIIIVfi Ibl'1D �CTW WTTT1 1. BTMENTBFIITION BHAI4BECi20UTED VMTEI:T101f7 TO THE BOTTOM AREA OF THE AUIUETMENT IE N NOP10r/OJIC QRWr
B. GROUTNOBETWEEN AO,AJETLAENT EEC1ION SHALL BE WATER TOHL
7. OfOW NS TO W NION41HRPM TYPE O►JCU7 MEETNG Thr RICU IRIkOM OF AVW III P4Bft ~ OTM OARO MWIFICATION a-= FOR
aNPB�IrIMPERCENT DRY
BHRINICAOfiTHE MMANILMCOMPREaa1V1sBTRENQMIFIALLI11JDiJFtlAT? DAY PlRAPWA ITNODARb
B. PI4(1MFT1110 HOLM ARE To BG GROUTED NWTEFt T10HT,
PUBLIC vmw CATCH a1,AGIN INSTALLATION STD' PLAN - 202'00
DEPARMIRT
t/AR(Si 2D08
SURFACE WATER STANDARD PLAN NOTES
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD
BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE
(RMC),THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE
PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THIS PLAN ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD GRADING PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY
OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE
SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON
FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH
SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY
THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS
NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT
BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE
SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED
TO THE CITY FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT
DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT
ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY
OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE
POTENTIAL FOR ON -SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION
WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE
WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS
PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL
BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND
OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID
LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND
BUILDING SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO
PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR
EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO
A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM,
UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY
DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS
APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL
FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR
SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL
HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE
MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED
TO THE STAKE. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF
THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A
TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR
DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS
RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER
UTILITIES (E.G. POWER, GAS, TELEPHONE,TELEVISION). ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED
AND MAINTAINED BY THE LOT HOME OWNER. TORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP
PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO
MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE
MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER
OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER
DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING
AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE
EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE
PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE
TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE
WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6
OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
W LI
aaLTaDtA�N�N7 iiat
SCNL i N�1! 1
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abWera
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he QQrni a aWru rob, Tap tloll hob m leapt
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tw ua*De^.eam.vuY,iu
$TD. PLAN - 104.1
?USLIC YICRHs 06MIENT CONCRET9 ORIVIRWAY
e
iZ1 PAfiT}dLrv7 BNTRUANCC • TYPV R9 1 1/
COUNTER -BALANCE
rT WEIGHT
GUARDIAN 2000
HEAVY-DUTY HINGE
CONC. BASE PER
MANUFACTURER
yi BOLTSTO
SECURE TUBING
ALUMINUM TUBING
i;rraA k��nm■rman. F,,4'Al y1'aA. Aanln:.Yat■.
CLOSED LOCKABLE
TABS
SID£ VIEW
1 15'
DURABLE STEEL
HANDLE
HIGH-ViZABILITY
REFLECTING TA PE
OPTIONAL
OPTIONAL
RECEIVER POST
-- OPEN LOCKABLE
TABS ISOMETRIC VIEW
RAISED VIEW
3'-2" 1968.4 mm)
1 PER CITY COMMENTS
2 PER CITY COMMENTS
ALI
I.I 7 al a mllLAPatIGa
aJ J�MnDI OF FLOW
NIIrilm v Z
1
tt11LT.bpW�M�L¢tT CwTA1L
Nwm
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alth khi ha4a M iyI R1rnF Laaalon OI zit "rn W*
Wrdaa rrlatnl d1a 1rnF manuhM>krxa,
OOItlfllle LRlllrieltArdarilpadl�anrbblbppbrlddMenr
wgdlamw'fliL
I• !A"bea mlllAY, aplle> 1, ranee 9h'ba ahll De paeD Wbl aantlAM Rama
In 91a krarW WJry, yaNRr gr» }taedar. vrraM MraMm ahrl rut be laaabrd
wlhim pCern7iht, lAarillad flrlell!!oral RJhtl anba,
PUBLIC NORMS RNCTANOULAR SID, PLAN - 1115,11'80
DZPARTMEN'I VANED ORATE
RKRCH ZOOS
4 RRE.+B
�CNNSDDNRRW5�1tri' �~'�
-. '� eD NGNOUAWa
`(In CURIA NL'IMedRII)
TYPE MEF -W'AWN� I(OFAMCRCW., Wii-h BUFFlR)
NOTE$
1. When a dnvA�wBy wSPlr, 15 Taflr OP.n ok p tyll dap�h
aapeno'! Ialnt nRh U falnl Ior o" Ind two Ilnac
(sill at 1. n Wn. Cerirabot azplRWnilon lrJMN pn I WNh the
., ►lIn rv;IrPdat 19 n1a1dmum ipaaing Whin dnvewPY
rwaDw
Yes , � aea�i►rmn rat ftnirm
ea Yrn,an»M ..!5S' Rase
r.vw im
WltlthY tlYGrW5V.
y,
ip ❑
vT a, RB.-01vrr
. 8aa vW Plan 1152 (orwealkdalalb
A, Curb anb aulor iho4h, other Olrb dWAlrrm MR ba ONdk(L
Gip akl. pTNo I a, weum deralla:
7
4. Nei uvod.
1.-_-_.
r.r
I
5. The engineer rill( dovt "ri ddvtlwaya tc IndAcmovaaorw at 411
WM 0iY=LO ' InAL PA9519H
DclMy menmd mill, gmbll •%•. All akvandna"at Me tack of
Garb 1* on uptll Did®,
IJRPRaIaAq Ng11G.RHN7 Cuteyr IGt'^kRd6lAll,
a. htA uaetl.
7 FapdvewaYVVWNWaORMWAYZTANCARDS
(see NOTE 10)• rprparRlan Joirr4 (ape 9Sa• Plan 1nJ) Shea by
spaced ere ahaVll! 1R Ma OaRIIIYInaing tN'aI1ID'iCWM'.
tl, 91oNs shall comity%vl,. uattmA Pmug2.1& 1 X3.2.2 or
A10 wAwkQ11irmm
`mow
A�i,tiw.tycFNwerJru' ii0,nyR OTWAAcstflm]ptMe'PLrbtte
�r'1l1.•• �t•
i�
9. Cu'C n.turnh Tcrrdr,y Type C•MAX OAvwwaY hlty Iw apPmvld do
a gwwby mo aaai9.
���.,.,•, '" , +>• -
•. -BVRMA BLKPAa
r
10. EMVI' ETANGARDE - Anton kwo;d alCcaP IRMej
�'
Thl- N bn,llupirwN leRuNuwa
• .r'
CHAMReST11MANDLITLITr3rANDARDs
Sacbin iioaYJBTEIEETITANOAR05
`••''.^ .��•'
DDPRE681i�CURR T7�TAll-
ATMUMNAA4DRCCMM/RGNO%MVWIi AMAµ,M
WtIVBWAT ATAN'b1RD6 - Rahtrm Mu.i�PPI Cade (MMt7
,ale IV
.•�•�.,
Oiirgtilypla TYdig
DwYlu pmPPI npTWldaa
CHAPTER 4
MRwrirAd. G•1k.vrarRYl .-��•�---_..� �: Jt r
CITY -WI DEPAO"it1YDEVELLyF INY1TANDMOS
1awb.rwLmod,--
tim JI-d-OFA FARRING, LGANN9 AND DRIVEWAY
4o"TION51
tWAXM IA.CowmdWl
I-SOW(Plor"61p1 aNmMHarlaat' - ¢ 1
PU13LIO ISORt s
CEMENT CtfNCAlBTIp ORIVIEWAY
, Km - 104A
OtiNARTUENT
ENTAIA11111006 - NOTM AND 011111TAALS
r.
OPTIONAL
RECEIVER POST
AVAILABLE IN STANDARD
.
AND CUSTOM LENGTHS:
12' - 14000.120
16' - 14000,160
29 - 14000.200
RECEIVER POST OPTIONAL
A' TS STEEL
14000.205
TUBING
OPTIONAL FINISHES
AVAILABLE: PAINTED,
GALVANIZED, OR
POWDER -COATED
3/y' ?f 8' 5TEEL
PLATE
SPECIFICATIONS ARE
SUBJECT TO CHANGE
W(THOUT NOTICE.
CURRENTLY PRODUCED
MODEL MAY DIFFER
SLIGHTLY FROM
ILLUSTRATIONS.
-`"SENTINEL MANUAI
BARRIER GATE
'
an7w a tea
c"D
149D0.100
NO. I REVISION
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
JJJ
11/14/17
JJJ
DESIGNED:
JJJ
DRAWN:
JJJ
CHECKED:
JJJ
BY
DATE
AP P R
APPROVED:
JJJ
2" CLA!
12" TO 6' S
OR C
nr. 1'dd xy..r.t.lt
Sr•e � `
ter pn
F�l
do piatl alp ••�L.ddIN• .
rwrallNn irNa • A. P nu err' Le. rd usk
a 171.awT'La
A. a`dl and dsrab Pbs
Oomm PM III Pen
FEE: VOTR:
1. : u'IwfRL:pmrt u"aar ntwli.
1 Hirta as+q Ldi^yunaha.
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awr " ntwy°"a
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lwralirI - eleRdenb o WIDOlIrmp"
tin.>fPW -� ipadlmkutirtrarm, WOW" Fand{ra
=-LLP • gNbrr.TlrPpamwwalwmalRarehrdn
Trd III h wvn am" atdl• a•/ ei 4 11.3. - 00%
aarrrraN error �'m S. Inmi WON marl aarbm m%mldlllnl Iauar
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WWDI IARAMawnertl aadtahrm WAM Tee
Rio er hanPi brpr then 1• Iw9ro1! ppi tarr*ar
L Mw• Arhlrr`IMYn aWlrat hN uaadln l•meNll rlrwwl.
a.Iaa9amnaabwY>WF=4ROWI•il�plr %'m
awdi:tt Dft,a IIkfOTEAPIYA awrawa rtarrturenl
hw17rarMd-, 11, la•a.
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aD'ar' M 11 arttlaMalaK Far Pba eanrNRwn
In i tRnah, ty hwim-bl IITra a1 ea Nan aampl0w
a•a wall m im awls r Im:Ranh
a. &1 mid wdYunialm Plp aw phFa ram wits w
IIoo ManwYlrelaefdatA,
S.ODnr>dppardrdllpeod Soft, ATanldW� ®IIR.AI rwlwW%mawa.0 nmv. ywrlyd
IrrNaLtl In amaaelr a19n JMk(• A. mrpadm to Aa% maawm aMx.
{. nommew rpm,, plrnaral:htN9Mrr tlMtAtraaa, ahal ® I1trtrlmorcumprRNn(011113Ompm
lr I•lWlad aeh day^ A. abttwaU apad6rtlonaJ
1, OO wgArbmiauwM daaarrarappm!•a
mJakaa(mWelaartw. T•arrranWOwrwaRM
aJ] wan f rtuanurr War a a 0. 1511111011. wm
r; rwwwam^eT.hrt■ra�
' 1-0"w darrrbm 1r M+agih 4l anaapa,l bnap•
17. M'Re datlwiNll lrlaMltM 49f antl lw•a
►❖:►0-14
►#
►N
,
►��
►A
'
n
2" DEPTH Or
GRIND OR SAWCUT AND REMOVE
15.3' MIN.
1' 1' ._ 2.5' _.l 1' 1'
MINININ NIN IMIN MIN
2" CLASS V
CRUSHED ROCK, FLOWASLE IF ILL
CR AS REAL RED BY ENO NEER
e FOR MINNNJ.N STANDARDS, SEE DWG( HR-05,
SP PAGE HO32
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
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VALLEY VUE SHORT PLAT DAT8/15/2017
RAD HOLDINGS LLC FIELDBOOK:BOOK
PAGE: PAGE LLJ
DRAWING NO: J
STANDARD DETAILS AND NOTES C4 QQQJ
GRADING AND DRAINAGE SHEET: 4 OF:8