C0-0-0John's Meadows Plat
Section 19, Township 17 N, Range 2 E, W.M.
Yelm, Washington
CONDITIONS OF APPROVAL
5 FACILITIES IN NACCORDAN CE WITN THE~1992RDOE STORMWATE RAM ANUAL
AS PDDPTED BY THE dTY OF YELM. BEST MNJAGEMENT PRACTICES
(BMP'S) ARE REQUIRED DURING CONSTRUCTION. A 1C-FOOT SETBACK
FROM ALL PROPERTY LINES AND EASEMENTS ARE REQUIRED FOR
19. THE APPLICANT SHALL PREPARE A FINAL STORMWATER PLAN TD MEET
NIGH GROUND WATER ISSUES THE PLNJ SHALL BE SUBMITTED WITN
THE CINL ENGINEERING PLANS PND SHALL INCWDE AN OPERATION
AND MAINTENANCE PLAN.
20. WITHIN BUILDING SETBACH AREAS FOR LOTS 42-50 ALL FILL
MATERIAL SHALL BE STRUCTURAL FILL AS PER IBC/IRC R401.2
21. ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH LOl
22. THE STORM WATER SYSTEM SHALL BE HELD IN COMMON BY lNE
NDME DWNERS ASSOCIATION. THE NOMEOWNE R'S AGREEMENT SHALL
INCLUDE PRONSIONS FDR THE CSSE SSMENT DF FEES AGAINST
INDINDU AL LOT OWNERS FOR THE MAINTENANCE AND REPAIR OF THE
23. THE APPLICANT SHALL SUBMIT A FIRE HYDRANT PLAN TO THE
COMMUNITY DEVELOPMENT DEPARTMENT FOR RENEW AND APPROVAL
AS PART OF THE CIVIL ENGINEERING PLANS PRIOR TO FINPL
SUBDIVISION APPROVAL.
24. THE APPLICANT SHALL SUBMIT FIRE FLOW CALCULATIONS FOR ALL
E %ISIING AND PROPOSED HYDRANTS. ALL HYDRANTS MUST MEET
MINIMUM GTY SIPNDPRDS
TS REOdIREO ANU IN STALLED AS
PART OF THIS DEVELOPMENT. THE APPLICANT SHALL COORDINATE
WITH THE YELM PUBLIC WORKS DEPARTMENT TO PURCNCSE NJD
INSTALL REQUIRED HYDRANT LOCKS NYDRNJI LOCK DETAILS SHALL
BE INCLUDED IN CINL PLAN SUBMISSION.
2 BE REQUIRE D.
GNL PLAN SUBMITTAL SHALL INCLUDE A LIGHTING DESIGN PLAN FOR
RENEW AND APPROVAL.
2I. PRIDR TO THE SUBMISSION FINAL PLAT APPLICATION, THE APPLICANT
ADDRE SSING EM APE FORMAPPROVAL~ UPMENT DEPPRTMENT AN
28. THE PPPLICANT SHALL COMPLY WITN THE MITIGATION REQUIREMENTS
DF THE MDNS ISSUED ON MARCH 21, 2005.
29 PLAN WITHCTNE CIVIL ENGINEE RINGF PLANS TOSINCLUDE i NE PE RGM ETER
of THE PewEm sTE. PLANTER STRIPS AND sTORMWATER FAGUnes
30. THE PPPLICANT SHALL PROVIDE A PERFORMANCE ASSURNJ CE DEVICE
BECOMESPRESPONSIBLE EFOR NLANDSCAPINGE MAINTENANCEOGTHE N
PERFORMANCE ASSURANCE DEVCE SHALL BE 1s0 PERCENT OF THE
ANTICIPATED COST TO MAINTAIN lNE LANdsCAPING FOR THREE YEARS
SITE INFORMATION SERVICE CONTACTS
SITE PDDRESS: 16AA0 MIDDLE ROAD
YELM. WA
PROPERTY OWNER(S): MICHAEL MASTFO
sTO RAWER AVE s
SEATTLE. WA 98144
s39221I
2s3 WATER:
SEWER:
PowER/cA::
TELEPHONE CITY DF YELM
CITY OF YELM
PucET sounl0 ENERCv
DWEST
.
CONTPCT: JIM SE LDEN
N UM BER(S)L 64303600)00 and 64303600600
ZONING'. R-6 MEDIUM DENSITY RESIDENTIAL :
SCHOOL.
FIRE PROTECTION:
YELM SCHOOL DISTRICT
YELM FIRE DISTRICT
d2
CONTROL INFORMATION
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HORIZONTAL DATUM: NAD83/91 WASHINGTON STATE SOUTH ZONE
BASIS OF HORIZONTAL DA UM: HELD TH U RSTON COUNtt BEARING BETWEEN ~J6$6 AND X959
DATUM E1/d TO CEN SECT. PER THURSTON COUNTY = N 88'AO'68" W NJD COMPUTED
INTERSECTION OF RAILWAY RDPD NJD MIDDLE ROAD 1300.0s FROM E1/d PER PLAT OF
PRN RIE CREEK HELD s/B" RE BPR LOCATED AT INTERSECTION MIDDLE RD AND RN LWAY
_ RD NJD 2' BRASS AT CENTER SECTION
BASIS OF VERTICAL DATUM:
uELOd~HUasTON couNrv pcas2
THURSroN coul4TV case (~T5.29a') To FE MA REFERENCE MARK s (s~S.sT')
AUDITIONPL REMARUS IS +0.04' HIGHER, CHECKED TO FE MA REFERENCE MARK 2 (332.21),
CHECK-IN ERROR X0.03' HIGHER (NO ADJUSTMENT MADE)
THIS DRAWING IS ON THE GROUND
COMBINED SCALE FMTOR = 0.99991)89
PPPROVEO FOR CONSiROCPON
BY: DATE:
DEVELOPMENT RENEW ENGINEER
wecr N.wIE DRAwINc
JOHN'S MEADOWS COVER SHEET, SHEET INDEX, ' OF 48
PLAT
o LOCATION AND VICINITY MAPS C 0.0.0
.~~~Mw~ YELM, WASHINGTON
INDEX TO DRAWINGS
DWG NO. SHT NO. SHEET TITLE
C 0.0.0 COVER SHffT SHf fT INDEX LOCATION AND NCINItt MAPS
2 C 0.0.1 GENERAL NOTES. LEGEND PND PBBRENAlIONS
5 C 0.0.2 OVERALL SITE PWJ
d C 0.0.3 EXISTING CONDITIONS MAP
5 C 1.. GRADING AND TfSC PUW
6 C 1.1.2 GRADING AND TESC DETAILS AND NOTES
I C 1.1.3 WETPOND PLAN PND SECTIONS
8 C 1 1.d WETPOND DEINLS
10 C 1.2.2 ROAD "A" ROADWAY AND DRAINAGE PLAN AND PROFILE
C 1.2.3 RDAD "A' ROPDWAV PND DRNNPGE PLAN NJD PROFILE
12 C 1.2.A ROAD "B' RDADWAV AND DRN NAGE PIPN NJD PROFILE
13 C 1.2.5 ROAD "B' RDADWAV AND DRN NPGE PIPN NJd PROFILE
16 C 1.29 STORM DRAINAGE AND ROADWAY DETAILS
n c T.a.T Road "A' SEWER PuN AND PROFILE
18 C 1.3.2 ROAD "A~ SEWER PWJ PNd PROFILE
20 C 1.3 4 RDAD "B" SEWER PLAN AND PROFILE
21 C 1 3.5 RDAD "B' SEWER PUW AND PROFILE
22 C 1 3.6 RDAD "C' SEWER PUW AND PROFILE
23 C 1.Z.I SANITPRV SEWER FORCE MNN SYSTEM MAP. DETAILS PND NOTES
26 C 1 d.1 RDAD "A' WATER MNN PLAN NJD PROFILE
2J C 1 d.2 ROAD "A' WATER MNN PLAN NJD PROFILE
28 C 1 A.3 ROAD "A' WATER MNN PLAN NJD PROFILE
51 C 1 4.6 RDAD "C" WATER MAIN PUW AND PROFILE
32 C 1 A.I WATER MNN SYSTEM MPP. DETAILS AND NOTES
35 C 1 A.B WATER MNN dETNLS
3d C 1 A.9 NOT USED
35 C 15.1 ILLUMINATION PUW
36 C 15.2 NOT USED
3J L 1 1.1 ROAD "A' WJDSCPPE PLAN
.. STREET FRONTAGE w40SraPE alaN
AND M
4o L T.T.4 RDAD "B° uNOS~APE Pvw
L 1.1.5 RDAD "B' PND MIDDLE STREET FRONTAGE TANDSGWE PLAN
d2 L 1.1.0 ROAD "C' IPNDSCPPE PWJ
d3 L 1 1.I STORMWATER TRACT IRRIGATION PIPN
FRONTAGE IMPROVEMENTS
4I C 2.2.1 MIDDLE ROAD ROADWAY AND DRAINAGE PUW AND PROFILE
d8 C 2.2.2 RDADWAV DETNLS
CALL BEFORE YOU DIG
® THE coNTRAC,oR sHAEE RE FDEEY REwoNSIRTE FoR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BV CPLLING THE UNDERGROUND LOCALE
LINER AT EBOOVA42A-5555 A MINIMUM OF dB HOURS PRIDR