HomeMy WebLinkAboutResolution 2009-146 release of private improvement agreements for Gladden Farms block 9MARANA RESOLUTION N0.2009-146
RELATING TO DEVELOPMENT; APPROVING THE RELEASE OF PRIVATE
IMPROVEMENT AGREEMENTS FOR GLADDEN FARMS BLOCK 9 AND ACCEPTANCE
OF PUBLIC IMPROVEMENTS FOR MAINTENANCE
WHEREAS, Gladden Farms Block 9 is a 25.27 acre subdivision located north of
Tangerine Farms Road, and south of Gladden Farms Drive containing lots 1-69, and common
areas `A-1' through `A-6' and `B-1' through `B-3', and is recorded at the Pima County
Recorder's Office in Book 61 of Maps and Plats, Page 27; and
WHEREAS, the Town has an Assurance for the completion of public improvements; and
WHEREAS, Gladden Forrest LLC., has completed the public improvements acceptable
to Town standards in accordance with the Assurance Agreement for Gladden Farms Block 9.
NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of
Marana as follows:
SECTION 1. The Town accepts for maintenance, including maintenance of regulatory
traffic control and street signs, approximately 0.47 miles of the following paved streets as shown
on Exhibit A:
• School Day Drive, Granville Drive, Waterside Drive, Foxberry Drive and
Elementary Drive
SECTION 2. The Town accepts for maintenance, a potable and non-potable water system
including appurtenances, valves, water meters and fire hydrants for the above referenced project
with an estimated value of $344,876.95.
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 15t" day of September,,®r,~~~l,
s ~®' ~aRP~ F ' ~ Mayor Ed Honea
® ..
$I+ 1~I,
ATTEST: 'P!ls~~Z. ~g'~®~~i
o eiyn .Bronson, Town Clerk
APPROVED AS TO FORM:
r yam, r
Frank Cassidy, Town Att ey
~'
PAVING NOTES
1. iNE BAB IB OF BEAR INC FOA THIS PROJECT IB THE NDRTN LINE OF iNE NORTHWEST
~ OF SELTI ON J1. Tf IS. RICE. FROM iME PLDOT AND FLWD CWTPOL DI BTfl ICT.
SANT4 CRUZ RIVER LONER BANX PROTECTION PLANS W.O. NUMBER 4F918A~ SA10
BEMING BEING NB9.25'D6"E.
2. BASIS OF ELEVATION BEING AIZ REBAR AT THE INTEPSECTIW OF MOONS A
PDSTVALE ROADS SAID MONUMENT ALSO BEING TXE NORTHEAST CORNER OF BE LTIW
J4. TDWNSNiP 11 NRiTM~ RANGE 11 EAST. ELEVAt1 OV BEING 2006.47 INAVD 883.
3. THE OESI GN SPEED FOR THESE STPEETB IB 25 MPH. THE DESIGN VEHICLE 15
WB-40.
4. ALL CONSTRUCTION AND TEST METHOpS SMALL BE IN CWFRiMANCE WI TM PIMA
COUNTY/CITY DF TUCSON BTANOARD SPECIFICAT ]DNS AND STANOggD DETAILS FRi
PUBLIC IMPROVEMENTS. 1984 FDITI W. THESE WY BE WDIF IED AND/[p
SUPPLELEN7ED BY TXE PEW IREMiNTG OF TNEBE PLANS.
5. AGGREGATE BASE COURSE SHALL CONFORM TO PIMA COUNTY/CITY Of TUCSON
STANDARD SPEC I~ ICAT] WS FOP PUBLIC IAPR01'EMEN75. SELTIW 303. UNLESS
OTNERMI SE SPEC IF ]FD.
6. ASPHALTIC CRIGpETE SHALL LONFOIiM TO PIMA CWNTY/CITY OF TUCSON STANDARD
SPEC I~ ICATIWS FOR PURL IL IMPROVEMENTS" SECTION 406. MI% M2. UNLESS
OTNEPMI SE SPECIFIED.
T. ALL CONCRETE BNALI COIPLY KITH PIMA CWNTY/CITY Di TUCSON STANDARD
SPEC If ICAT I ONS FOR PUBLIC IWROVEMENTS~ SECTION 1006. CLASS S. 3.000
PSI COWAFSS IVE STPENGTN Ai 28 DAYS. UNLESS OTNEAWiBE SPECK IED.
B. THE CONTRACTOR SHALL COAPLY MI TM ALL APPL]CABLE OCWPAT TONAL SAFETY AND
HEALTH ARAI N ISTAAT ION REGULATIONS.
9. THE CONTRACTW SHALL OBTAIN ALL PERMITS REOU ]RED BY GOVERNM:NTAL
AGENCIES.
10. ALL pEV151 Ri5 TO THESE PLANS MIST BE PEVI EWED AND APPROVED BY THE TONN
SUBDIVISION ENGINEER FRI TXE TORN OF MMANA PA TOR TO CONSTRUCTION.
11. P COPY Oi APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATIW
ON THE JOB SITE Ai ALL TIMES WRING CONSTRUCT] RI.
72• IF IINANTI C IPATEO CWDI TIONS ARE ENCWNTEREO OUR ING THE COURSE OF
CONSTRUCTION AND ME BEYOND THE SCOPE OF THE OE51 GN. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ANO ME SHALL SUBMIT 7HE NECESSARY REVISED Ofl
SUPPLEMENTAL IAPROVEMENT PLANS FOR REVIEM AND APPROVAL BY THE TOMN
SUBDIVISION ENGINEER F011 TXE TOWN OF MMANA.
/3. UPON COMENCEAENT OF NOgK. TppfFIC CONTROL OEV ICES SHALL BF POSTED ANO
W INTA INED BY THE CONTRACTOR UNTIL BUCK TIRE AS TXE WONK IS COMPLETED.
ALL WARNING S1GN5. BMPICAOES. ETC. SNALI BE IN ACCORDANCE WI TN THE
MANUAL ON UNIFORM TRpFF IC CWTRR. DEVICES ADOPTED BY THE STATE OF
AR120NA PURSUANT TO A.R.S. 28-650.
74. ALL STAiI RUNG IS MEASUPFO ALONG STREET CENTERL INE~ UNLESS OTMERN LSE NOTED.
I5. UTILITY LOCATIONS AS SHOMN W THE PLANS ARE BASED ON A SEARCH Of
AVAILABLE RECORDS AND INFORMATION PROVI OEO BY THE UTILITY COMPANIES OR
ACENL TES. UTILITY LOCATIONS SHOWN ARF APPNO%I WTF. AND THERE WY BE
E%ISi ING UTILITIES WM ILK ARE NOT SHOWN W THESE PLANS] TNEREFRiE. THE
POSSIBILITY OF LR4FLICTS XI TN UTILITIES IN SERVICE EXISTS. THE
CONTRACTOR SHALL CALL "BLUE STAKE CENTER" AT 1-800-)B2-5348. AT LEAST
98 HOURS PRIOR TO CRY.ENCINC CONSTRUCTION. TO pE0UE5T VERY ICAT ION OF
THE LOCATION ANO ELEVATION R ALL UTILITIES WITHIN THE MORK AREA. TXE
CON iRACiON SHALL BE SOLELY ANO COllf LETELY pEBPoN51BlE i0q COS iS
INCURRED AS A RESULT OF DAMAGE TO UT IL ]TIES CAUSED BY HIS OPERATIONS.
3EWER NOTES
1. STANDARD DETAIL WWM NO. 106 ]GENERAL NOTES - SENER CWSTRUCiI ONI 12003
EOIiIMI APPLIES TO TH IB PROJECT.
2. ALL REVISIONS TO THERE PLANS MIST BE REVIEWED ANO APPROVED BY PIMA
CWNTY WSTEWATER MANAGEMENT PRIOR TO CWSTRUCT ION.
}. IF UNANTI C IPATEO CRIOITIONS ARE ENCOUNTERED DURING THE COURSE Of
CWSTpUCT ION ANO ARE BEYRID iNE BCWE OF THE OESI GN. TXE CWTRACTOR
SMALL NOTIFY TXE ENGINEER AND HE SHALL SUBMIT THE NECESSARY AEVI SED OR
SUPPLEMENTAL IAPROVEMENT PLANS FOR REVIEW AND APPROVAL BY PIMA COUNTY
MASiEMAiER NANAGEIIENT.
4. 7HE CONTRACTOR INSTALLING THE SENER SHALL INSTALL ALL FRAMES ANO COVERS
FRi MANHOLES TO ELEVAil ells STAKED BY THE ENGINEER.
5. WRING PAV IMO. THE PAV1N0 CONTRACTOR SMALL ADJUST MANHOLE FRAAES ANO
LOVERS TO FINAL PAVEMENT SURFACE ORADE•
6. PIPE LENGTHS SHOWN ON iME PLANS ARE MEASURED FROM CENTER OF MANHOLE TO
CENTER OF NWNOL E. NEW MANHOLE INVERT ELEVATIONS SNONN W THE PLANS
ME GI YEN AT THE CENTER OF tHE MANHOLE AND ARE BASED ON THE PRWECT7W
6 THE ADJACENT PIPE SLOPES i0 TNAi POINT. NEM NCS INVERT ELEVATIONS
ARE GIVEN AT THE ACTUAL NLS PIPE INVERT.
T. PIPE BEDD IMO SNAIL BE PEfl STANDARD DETAILS NWM N0. 104 AND/OH NMM N0.
105. OA AS SNOMN W THE PLANS. SXWLD GROUNDNATEq W OTHER
UNANTICIPATED SOIL CRIOI TI ONB BE ENLOUNTEREO. THE REDOING SHALL BE
MOD If IED AS DIRECTED BY TXE SOILS ENC INEER.
B. HOUSE CWNECTI ON SEWERS SNAIL B[ STUBBED WT i0 THE FARTHER OF THE
STREET RIGHT-0F-WAY, CGMIW AREA LOT LINE. OR TO TXE REAP OF THE
UTILITY EASEMENT. (BUBO IV ISIW PpOJELT51
9. SENER CON57pUC710N SMALL NOi LRAENCE UNTIL PIW COUNTY DEPARTIENT OF
ENVIPDNAENTAL WAL TTY IPCOE01 NAB ISSUED A "CERTIFICATE OF APPROVAL TO
CONSTRUCT" FOR TH 15 PROJECT AND CONTRACTOR NAS OBTAINED A PUBLIC SEWER
CONSTRUCT LOX PERMIT iROM PIW COUNTY DEVELWAENT REVIEW 1740-6586).
NMBt WND~7Ul1F 101
(EMI 930.13 .6NM
~= T 01-8~-i82~348
FNCm6NMN0 COMP Y ~ +=t. ~~
~.. :ems amm".: .LL ,aLLEC,
P /U/\~pB• TIL,'E I.C//~~d~\ P A T'I'V~,fI`/N~G~ A N DT~~~~~~1y'P//~~f`U\ B~II'PF''YL~~/ I I~C\Y/A1I,'~ ,`~S`\-Wl'E WT~~~FE /~~/E R P /\L/\~yA~ ~~~N\~\yS
'll~ J, w d 11 ~ 1L4 lL w ~ 11 d 1111 ~ d' 1l ~/ 11..// ~ ® 't/ .LL31
LOTS 1-69 AND COMMON AREAS "A", "B" & "C"
SEWER NOTES -CONTINUED PRV-04-021 Exrsr NN •39uos
10. THE FOILOM ING LOTS SHALL BE EW IPPED WITH BACKWATER VALVES: 2 K 4. E T YN • 401A N IARYB PN IC~2(phAPl
BACKWATER VALVES FRi HOUSE CONNECTION SEWERS SHALL BE NNNFACTURED pT N~- I NLA Be PW 7 \
BY ZURN INWSTR IEB~ OR EW IVALENT. x!
U 3Y%' HIS/ N
I1. IM.ffDIATELY gEP0.gT bYY RELEASE OF GEMACE. AND/R3 ANY DAMAGE i0. OR TXE PN !G IJYY
DROPPING OF DEBRIS INTO THE PUBLIC SANITMY SEWAGE CONVEYANCE SYSTEMt a B~ MN \
t0 EITHER PLWMD FIELD ENGINEERING 1740-2651) OP PLWMD FIELD OPERATI WB D W
1326-43331. IN1 MEENEND6~ NOL IOAYS~ OA BETXEEN 5:00 PM AND B:00 AN.
IMMEDIATELY CALL THE PIMA COUNTY SHED IF F'S COMNJN ICAiI ON CENTER XrLO U ~- W 2 61 M
1295-4595 DR 791-49111 ANO RE WEST A PCMMD REPRESENTATIVE BEDISPATCNED pN M f4 - / M 7 ,
TD THE SITE. TAKE IM.EDI ATE ACIIRI i0 PNEVENT OR CRiTA1N THE SANITARY I
SEWAGE OVEgFLON 1650) FpOM THE BEYEP SYSTEM. TXE CONTRACTOR SHALL BE I t3 1
RESPONSIBLE FOR ALL COSTS TO REPAIR THE SENER STSTEM~ FDR ALL E%PENSES PN tG- `2 /
TO MITIGATE THE RELEASE AND TO 0151 NFECT THE RELEASE APEA~ AND FOR ANY lS FVC PEA 61 "~
REGULATORY PENAL Tl ES LEVIED W PCMMI BECAUSE THE SSO ENTERED A NATURAL PN I ~ 'g. d
Oq CONSTRUCTED STORM HATER ORA INgCE SYSTEM. TXE CONTRACTOR SHALL N
REPAIR ALL DAMAGE AS DIRECTED ANO APPROVED BY THE PLMN FIELD / l W 0,
ENGINEERING MANAGER. ~mm / 60
12. THIS PROJECT IS PAR7ICIPA7ING FOR PURPOSES OF CONNECTION FEE ASSESSMENT. ~*, $ / PN lG ~~~21 M ~ S 6 9 fit
EXIST MN '3%4-03A T St
13. AS-BUILT PLANS SHALL DE PEOUI RED BY PCDSD WHEN CONSTRUCTION IS CRA'L ETE. PN ICEfU!-lOfl ' N fi
WITH SURVEYED INVERT AND PIPE DATA. ~ / Y • 9
14. WNENEVEp CONNECTING TO ALIVE SEWER. IT IS THE RESPONSIBILITY Di THE '~ ~ p 37
CONTRACTOR TO IA) IDENTIFY AND INCLUDE ALL FLOW MANPGENENi COSTS IN THE 11 SB
SEWER CONSiRUCT10N RID SUBMI TIED N1 TN THE PUBLIC SEMEP PERMIT / &.OCI. 'A' 12 b 45
APPLICATION. ANO Tel PROVIDE A FI ON MANAGEMEN7 PLAN AT THE PHE- EXt77 NH •3954924 17 N M
CONSTRUCTIW MEETING WI TN WASTEWATER FIELD ENC INEEgING PA LOA TO PX lG2WIi021 A AS
BEGIHNI NG BEMER CONSTRUCTION. REFER TO DETAIL WNM A-5 FOR FLOM 14
MANAGEMENT PLAN PEW IPEMCNiS. CALL PIMA CWNTY MASTEWATER FIELD / EXIST YH •21 IS Z S
ENOINEEfl ING AT 790-2651 FRi ALL OUESTI ONS REGRADING THE PREPARATION OF / PN fG2W4-xNG ~ 71 /t
FLOW MANAGEMENT PLANS. LAT~N3223'35 9 ~`
LON:WNIlZSp 1 3 b
15. ALL DESIGN STANDAg05. MATERIALS ANO MiKWNSNIP FOR PUBLIC SANITARY 0'WC PR Iz WC P R ~ ~
SEWERS ME TO BE IN ACCORDANCE WITH THE LATEST EDITION W THE PIW PN lp20G1960 G2GM'IGD1 tW IN I
CWNTY WASTEWATER MANgGEI.£NT DEPppTAENT'S IPCNLM)1 MANUAL OF ENGI NEERIXG ZF
STANDARDS ANO PROLEOUPES. AND THE PIMA COUNTY / CITY Oi TUCSON STAIIDARO ~_ "•- -- pN C~tUOapJI G',L, 19 20 25
DETAILS AND SPECIFICATIONS FOR PUBLIC IMPROVEMENTS 12 W3 EDITION). SAIp ~~-. ~ _ Y1 n ~ YI
MANUALS ARE W FILE AT PIW COUNTY MASTFMATER MANAGEMENT OFFICES AT 201 't,N,d'pN~' ,-~ `_ 27
N. STONE AVENUE. BTN FLOOR. _ F,jK~ _
t6. THIS PUBLIC SENER IS OES]CNED Ai MINIMIM ALLOWABLE PIPE SLOPE. SPECIAL pN SC ~~D1 .~~'_ . _ h ~ /`D
CApE BHWLD BE TAKEN 70 ASSURE DESIGN SLOPE IE WIN7A1 NE0. SEWERS FOUND ,. _ _ ~
TO BE CONSTRUCTED AT INSUFF IC TEXT SLOPES NIL] NOT BE 4CCEPTED BY PCWVMtl pN IC20D4IDUI
AND/OR ADEO. COPRECTI VE ACT IONS INCLUDING RE-CONSTAUCTION OF THE EXIST NN •2
SEWEPISI AT THE BOLE E%PENSE OF THE PROJECT ONNER/CONTflpCTR1 MOULD BE PN fG-%g4iJN
REWIRED, AS-BUILT PLANS SHALL BE REWIRED FOR ALL NEM PUBL it SEWERS
PRIOR TO FINAL ACCEPTANCE.
FOR
1' = 200'
2e zT oWW No4D n tc
77 ~ wF 7S
THIS
PROJECT ~p~-s - es,-
~f' ° zA
SCALE:
3" = 1 MILE
33 74 CX 35
0 Ol 03 OY
LOCATION MAP
SECTION 34. T 11 7. P 11 E
C 6 SRN, TOWN OF M4RANA
PIMA COUNTY. Aq I2WA
CAT: N32.26'Oi'
CON: W1f 1.12'/9"
O W N ER / D E N El 0 PER PIMA COUNTY DATUM
GLADDEN FOREST. L.L.C.
C/O FOREST CITY SOUTHWEST
333 EAST WETMIRE ROAD. SUITE 250
TUCSON. A2 85705
ATTN: MIKE ETTER
15201 BBB-3962
WORK TO BE DONE
THE IMPROVEMENTS ANO GRADING CONSIST Of THE fOLLON ING MONK i0 BE OWE
ACWRD ING 70 THESE PLANS AND SPECIFICA7I WS ANO STANDARD DETAILS OF PIMA
CWNTY ANO THE C1 TY OF TUCSON.
STANDARD SPECIFICATIONS
I1 STANOARp SPECIFICATI WB FOR PUBLIC IMPROVEMENTS 11994 ED IT ION I. PIMA
CWHTT ANO CITT OF TUCSON.
2) STANDARD SPECIFICATIONS FOP PUBLIC SEWER IMPROVEMENTS ONLY 12007 ED IT ION]
PIW COUNTY AND C1T7 OF TUCSON.
STANDARD DETAILS/DRAWINGS
11 STANDAPO OE TAILS FOR PUBLIC IWROYEMENTS 11994 EDIT ION I. PIW COUNTY
ANO CITY OF TUCSON.
21 TPAFi I[ SIGNING DESIGN MANUAL lWY 2002 EDIT IONIC PIMA COUNTY AND
CITY OF TUCSON.
31 THE MANUAL ON UNIFORM TRAFFIC LONTPOL OEV ICES IMIttO) LATEST EDI TI RI.
41 UN 1FOgM STANDARD DETAILS FOP PUBLIC XRiKS CONSTPULTI ON. MAR ICR+A
ASSpC i AT ION OF OOVERIMENTS. 1998 PEVISEO 2003
51 SUBOIV 191W STREET STANDARDS MANUAL. TOWN OF MARANA 1200/ EDI TI ON I.
LEGEND
ITEM STANDARD DETAIL SYMBOL
A.C. PAVING IREGIAMI-------SEE DETAIL C. SHEET 6-----
6' NEAT ILK CURB (TYPE 1G i ~- -- -~ ~ 50 209 - - - - - - - - - -
6' ROLLED CURB IiYPE LI- - - - -SEE DETAIL E. SXEEi 6- - - -
6' K 12' CRICREiE HEADER- - - - -SO 217- - -
TOP a CURB ELEVATION - - - - - - - - - - - - - -- _- - ..... _?sSY.f`4.
EXIST ELEVAT LOX------------ ------------- ITC IB: 501
PROPOSED SEWER- WNM 10/~ WMN 107-- - -- - - - - ~~
PROPOSED SENER YINNOLE- - - - - XXM 208 MMII 209-- - - - -- -- - ~
PROPOSED MI M/CONL COLLAR- - - - WWM 212 - - - -- -- - -
NEW WATERLINE N/VALVE- - - - - - tFOR AEFERENLE ONLY] - - -- -- -- ®~-~-----
LOT REQUIRES BAL%MATER VALVE ON NCB - - - -
DETAIL REFERENCE- - - - - - - % ' OETA IL IOENTIF ICAiI RI.- -_ _
Y ~ SHEET SXOMI NG DETAIL
CURB ACCESS RqW-------SEE DETAIL G. SHEET 6----- Q~
CONCRETE SIDENALK-------50200----------.-=
SURVEY MONUI£Ni--------SDf07----------
E%IST SENER ANO WNNW E- - - - - - (c}- - - -
EXISTNATERLINEN/VALVE----------------- ®-W-
EX IST UNOERGg0UX0 ELECTRIC LIME-------------- -UCE-
E%IST OAS LINf--------------------_ -G_
EX 1St iELEPNRKE/iV CABLE LINE - - - - - - - - -TEL/CATV-
E%IST CURB dPAVEtENi------------- l/~~~
PROTECT BRNbAAY--------------------
LOi NUA9ER5-------------------_.-_ 23
TRICO TRANSfORMR - - - - - - - (FOR REFERENCE ONLY 1- - - - - r(D ®'
TRICO PEDESTAL--------]FOR REFERENCE ONLY]-----
sHEETINDEx--------------.... .-___-- ~3
OLACOWN fARYe
BLDDK IB
BK Be, PD 6D
IT. THE CONTRACTOR SHAH VERIFY LOCATIWS ANp ELEVATIONS OF AlL E%ISTING
UT IL ]TES pP I Oq TO ANY CONSTRUCT ION. CALL "BLUE STME" AT 1-BW-7B2-53/B. SEWER NOTES -CONTINUED
A MINIMIM OF TWO 121 FULL MORK IMO GAYS PRIOR TO EXCAVAi ING. 20. THE FOLLOW] NG INfORMAT I ON AS A MI NI NUM WILL BE SHOWN ON THE E%TERIOR OF
SPECIAL NOTES FOR DIP EACH PIECE Of DUCT TIE IRON PIPE:
1B. THE CWTRACTOp BNALL SUPPLY A CERT IF ICATIW IST FROM THE PIPE p. NAME OF TIN ING APPLICATION.
MANUFACTURER/LINER THAT STATES 1NAT THE PIPE ANp TXE LINING MEET THE B. NAME OF LINING.
CURRENT STANOAp05 AND BPE CI FILpTI Wi OF THE PIMA COUNTY WASTEWATER C. TNICKNESB OF LINING.
NANAGENENT OEPARiMENT. TN IB CERT IF ICATIW SHALL THEN GO RI TO STATE p. DATE OF LINING APPLICATION.
SPECIFICALLY 7HE fOLLOWi NG TMI KGB: E. CL ABB OF WC71LE IRON PIPE.
p. ALL DUCT TIE IRON PIPE AND FITTINGS HAVE ASP-2000M. A POLYETHYLENE
IPE 1. A COABINATI WI OF POI YETNYLENE (PE) ANO FUSIW BWOED EPO%Y F. NAME OF OULT ICE IRON PIPE MANDFALTDRER.
G. DATE OF WCT ICE IRON PIPE MANUFACTURE.
I FBE] OP APPROVED EQUAL INTERIOR LINING OF /0 MILS 135 MILS MI NI MIIMI 21. ALL OUCi 1LE IRON PIPE TNAi IS SUPPL LEO SHALL NOT HAVE ANY E%TERI OR
IN THE BARREL AREA. f0 MILS MINIMIM IN THE BELL AREA ANO f0 N]LS COATING UNLESS CALLED FRI W THE CONSTRUCTIW PLANS. THE CONSTRUCT TON
MINI MIM ON THE E%TERI OR OF THE SPIGOT END. SPEC IF ICAT LONE OR AS CALLED FOR IN THE NOTES LISTED ABOVE (SUCH AS ON
B. EACH PIECE Di PIPE AND EACH FITTING NAVE BEEN CHECKED FON NOLIOAYS
UTILIZING A TESTING VOLTAGE OF i5W VOLTS MITN A ORY CONDUCT] VE
PROBE IN THE BARREL AREA AND A TESTING VOLTAGE OF 6T I'V VOLTS MI iH
A MET SPONGE IN BOTH THE BELL AREA ANO THE E%TERIRi OF THE BPI WT FOR GENERAL NOTES
SEE SHEET 8
ENO AND THERE ARE NW E. ,
C. THE SP-2000W. PE OR PE/FBE LINING E%TENOS FROM THE BOTTOM OF THE IN D E X DF S HEE T 8
GASKET SOCKET IN THE BELL TO A POINT ON THE EXTEPI pt OF THE SPIGOT 1 WVER SHEET
END OF THE PIPE WHERE THE NE%T PIPE GASKET MOULD OVERLAP TXE LINING. 2-5 PAVING d SEWER PLANS
D. ALL SP-20WW. PE W PE/FBE USED MEETS THE CURRENT SPEC IF ]CAT] WS 6 GENERAL NOTES d DETAIL SHEET
T DETAILS
BET BY PIMA COUNTY WASTEWATER MANAGEMENT FON TN IS WTEAI AL. B SIGNING d STRIPING SHEET
E. THE W%IM1M piY FILM TN ICKNESS IN TNF GASKET SEAT AREA AND DN THE
EXTERIOR Oi TXE SPI GDT END IS IS MILS. AC ('iE P T ED
19. IF ME CONTRACTOR MAKER A FIELD CUT Of 5P-2000W. PE W PE/FBE LINED Byl
PIPE. HE SNAIL PROPERLT PREPARE THE SURFACE OF THE PIPE TO RECEIVE A
PROTECTIVE COATING OVER THE END OF iNE PIPE WN ICN SHALL CONSIST Of pI ML COUNTY MASTS HATER MANAGEMENT DEPT DATE
SP-2000W OR APPROVED EWAL. iNE INTFpIQi SURFACE THAT IS BEING
OVERLAPPED SHALL BE ROUWEO UP i0 PRODUCE A 3 i0 5 MIL PflOF ICE OVEp IT
BY' PE
ANO CLEANED 1N ACCORDANCE MI TH THE COATING WNUfpCTURFR'S INSTRUCTIONS. TETRA TECH. INC.. CRITRALT INC ENGINEER FOR TOMN Of MARANA DATE
THE EXTERIOR SURFACE SHALL BE SANDED ANO CLEANED IN ACCORDANCE WItN THE
COATING WNUFACTUREP'B INSiRUCi10115. THE END RESULT aF TN IS PROCESS 15 WY; PE
i0 SECURE PAOPEfl ADHESION f0A THE NEB SP-2000W OA APPAOVEO EQUAL COATING TOWN OF MAAANA SUBDIVISION ENGINEER DATE
THE COATING SHALL THEN BE APPLIED ANO AL LOWED TO PROPERLY DRY BEFORE
PIPE ABSENgLY IN ALL CASES AS A MINI MIM A 10 MIL COATI NC OF SP-20WW THE ExTER10N f0 INCHES Of THE SPIGOT END Of THE PIPE 1.
I PRV-04121
AY 6 81S '. ~-
OR APPROVED EQUAL SHALL tlE pPPI IED TO THE PIPE END ANO SHALL OVERLAP THE BY: __
ORIGINAL BP-2000W. PE OR PE/FBE LINING BY A NI NI MIM OF FOUR INCHES AND TOWN Oi WRANA PLANNING DIRECTOR 007E
EXTEND AROUND THE ENO OF THE PIPE ANp ALONG THE OUTSIDE OF THE PIPE A
MINI MIIM OF TEN INCHES. THE W%1 MIM DAY FILM TNICKNESB IN THE GASXET
SEAT AREA AND ON THE E%TER TOR DF THE SPIGOT ENO IS 15 MILS. THE
SP-20W H. PE. PE/FBE OR APPROVED EWAL USED SHALL MEET THE CURREN7 -'- -'- -
SPECIFICATIWS DF PIW COUNTY NASiEWATER WNAGEAENT.
H0. MY DATE MVISION
G]Lt4,DDEN FARMS
III,®C~ 9
LOTS T-BW 6 COMMON
AREAS 'A', "e" A 'C'
EXHIBIT A\\srv tier l\RIrkS?pnpprgs\IpIOtV10\P@n\B830. pBn G:\GLAOOEN\3359_DIk9\3359001.09nENG0503-006 05-NAY-2005 OH~29