HomeMy WebLinkAboutEnsign Point Subdivision General Notes Water Notes Abbreviations Legend ENSIGN POINT SUBDIVISION
1. CONTRACTOR SHALL HAVE A CURRENT SET OF ENGINEER AND CITY STAMPED AND APPROVED 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH RECOMMENDED STANDARDS AB AS-BUILT
CONSTRUCTION PLANS AT THE WORKSITE. FOR WASTEWATER FACILITIES AND RECOMMENDED STANDARDS FOR WATER WORKS, ADD'L ADDITIONAL PROPERTY BOUNDARY LOCATED IN THE
2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CB CATCH BASIN ROADWAY CENTERLINE 0
CBU CLUSTER BOX UNIT - - -- EASEMENT SE 4 NE4, SECTION 3 m°
CONSTRUCTION, THE CITY OF TWIN FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE CL CENTER LINE - - - - BUILDING SETBACK V
AGENCIES WHICH ARE APPLICABLE. AGENCIES.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWAREir
- - - - IRRIGATION/STORMDRAIN C� D
3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO OF THE CONTENTS OF THESE STANDARDS. C.OTf. CITY OF TWIN FALLS STANDARD CURB & GUTTER T.1 O S., R.17 E., B.M. C Z °o
PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES. C.Y. CUBIC YARD 24" ROLLED CURB & GUTTER Z 0,o
EA EDGE OF ASPHALT _--3600, CONTOUR & ELEVATION TWIN FALLS COUNTY, ID
FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ELEV ELEVATION 6" W WATER LINE & SIZE 2�06 f/1 J W D3
WORK IN CONNECTION WITH SI7E CONSTRUCTION. ATTENTION OF THE ENGINEER. FOC FACE OF CURB -6" SS SEWER LINE & SIZE L a m o
4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE UMITS OF 4. ALL WATER MAIN SHALL BE AWWA C-151,CLASS 51 D.I.AND BE DISINFECTED IN ACCORDANCE FHYD FIRE HYDRANT -E "PI SD- STORM DRAIN LINE SI SIZE W \ p N c
THIS PROJECT.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND/OR W/AWWA SPEC. C-601. MINIMUM BURY DEPTH OF 36". G.B. GRADE BREAK 4"PI IRRIGATION LINE & SIZE D I
GI or G.I. GRAVITY IRRIGATION 10"TD EXISTING TILE DRAIN Q 'E
HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. 5. ALL WATER AND NON-POTABLE AWNS SHALL HAVE A MIN.OF 10'HORIZONTAL SEPARATION. INV INVERT -� 4" SEWER SERVICE C W 0 0
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL 6. ALL WATER AND NON-POTABLE MAIN CROSSINGS SHALL MAINTAIN 18"MIN.VERT.SEPARATION IRR. INV INVERT
i" WATER SERVICE AS-BUILT }0-m
TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE OR SEWER MAINS SHALL BE ENCASED IN ACCORDANCE WITH ISPWC STANDARD DRAWING SO-407 LF LINEAR FOOT � FIRE HYDRANT ld 'm c
FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION, AND CITY OF TWIN FALLS STD'S.&SPECS. LT. LEFT O STORM DRAIN MANHOLE OS-26-O8 C -J N a e
N/A NOT APPLICABLE O SEWER MANHOLE LI-1�=6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL 7. ALL CATS VALVES SHALL BE RESILIENT WEDGE-AWWA APPROVED. N.T.S. NOT TO SCALE TRAFFIC RATED SEWER CLEATOUT W p t`a
AND USE SUITABLE MATERIAL WHERE DESIGNATED ON THE CONSTRUCTION PLANS 8. ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS GATE VALVE 0
PI PRESSURE IRRIGATION (0 IL o 2
AS REQUIRING FILL MATERIAL.FILL SHALL.BE PLACED AND COMPACTED BY METHODS AND CONSTRUCTION APPROVED BY THE CRY OF TWIN FALLS. FITC POINT OF INTERSECTION "f' POWER POLE \ aw
APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER. 9. CONTRACTOR SHALL PROVIDE SERVICE LINE BEYOND WATER METERS DURING METER TOP OF CURB ® IRRIGATION STRUCTURE ,p iD z Z=
THIS SHALL BE INCIDENTAL TO THE PROJECT AND INCLUDED BY THE CONTRACTOR INSTALLATION EXTENDING 12'PAST THE PROPERTY LINE ALONG WITH FINDER STRIP R.W. RESILIENT WEDGE o P. IRR. BLOWOFF ASSEMBLY Q a
R/W RIGHT OF WAY IRRIGATION RISER 4 W f
IN THE EXCAVATION AND GRADING BID. ALL STRIPPINGS NOT SUITABLE FOR FILL &MARKER FOR FUTURE PROTECTION OF UTILITY COMPANY TRENCHES.MIN BURY OF 42"REO'D. REQ'D REQUIRED f DRAINAGE W 3a OLE NE 35 x
MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER 10. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND REM REQUIREMENTS ® CATCH BASIN f 3 3 2 1 tJ
OR DISCARDED OFF-SITE AT.THE CONTRACTORS EXPENSE. DISINFECTION AS REQUIRED BY STANDARDS. DISINFECTION CHEMICALS STALL BE R7. RIGHT A TELEPHONE RISER L APIG
SF SQUARE FOOT EXISTING CONDITIONS(gmy) rR P
7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE ANSI/NSF 60 CERTIFIED. SS SANITARY SEWER im W
CONTRACTOR ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE 11. CONSTRUCTION SHALL NOT INTERRUPT SERVICE WITHOUT PRIOR CITY APPROVALS AND T.B.M. TEMPORARY BENCH MARK Sheet Index
PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR PROPER NOTIFICATION.CIRCUMSTANCES ANY REQUIRE TEMPORARY SERVICE FEEDS BE TEC.C. TWIN FALLS CANAL COMPANY COVER PAGE/MASTER UTILITY Sheet MU
UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE INSTALLED WITHOUT AGENCY REIMBURSEMENT ANY TEMPORARY SERVICE FEED MUST TOG TOP OF CURB FINAL PLAT Sheet FP
PLANS.THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. HAVE PRIOR AGENCY APPROVAL TRANS' TRANSITION EASTLAND DR. N. Sheet RD-1
TRC TOP OF ROLLED CURB
S. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION 12. CONTRACTOR SHALL PROVIDE A CLEAN BACTERIA SAMPLE FOR THE COMPLETED TYP CANDLERIDGE DR. Sheet RD-2
BASED ON PROPOSED IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. WATER DISTRIBUTION SYSTEM PRIOR TO POTABLE SERVICE. TBC/TC TYPICAL TOP OF VERTICAL OR CHENEY DRIVE / CH£NEY 1/4 CROWN Sheet RD-3.1 / RD-3.2 FALL E 2
B 10 n 1112
9. AFFECTED UTILITY COMPANIES SHUT BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR i0 13, ALL WATER WORK FITTINGS MUST COMPLY WITH ANSI/NSF 61 AND BE CERTIFIED. HIGHBACK CURB MT. VIEW DRIVE Sheet RD-4 <
VG VALLEY GUTTER SOUTH TEMPLE DR. Sheet RD-5
COMMENCEMENT OF CONSTRUCTION.CALL 'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. 14. MAINTAIN36"OF FINISHED COVER OVER ALL WATER MAINS WHERE POSSIBLE,IN NO CASE SHILL ANY N. TEMPLE DR. / N. TEMPLE (STORMWATER)Sheet RD-6.1 / RD-6.2
10. EACH SUBCONTRACTOR WILL BE RESPONSIBLE FOR THEIR OWN CLEANUP BY PICKING UP AND WATER MAINS BE PLACED WITH LESS THAN 30"OF COVER BELOW FINISHED GRADE. WM WATER METER HINKLEY CIRCLE Sheet RD-7
REMOVING FROM THE JOB SITE ALL TRASH AND EXCESS MATERIAL OR PLACING THEM IN A 15. GATE VALVES ADJACENT TO TEES AND CROSSES SHALL BE FLANGE X MJ F17TINGS UNLESS OTHERWISE YOUNG CIRCLE Sheet RD-B
DUMPSTER OR OTHER FACILITY,AS AGREED 70 AND SUPPLIED BY THE GENERAL CONTRACTOR. SHOWN. ALL TEES AND CROSSES SHAD.HAVE FLANGED FITTINGS WHERE GATE VALVES ATTACH UNLESS SMITH CIRCLE Sheet RD-9
IKWAI=X%4iE]QXWX x"x)%xxx VICINITY MAP 0 50, 100, 200'
11. MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE OTHERWISE SHOWN AND W FITTINGS FOR PIPE ATTACHMENTS. NAWAQXX9flWEkXBDdtX x")(X xxx NOT To SCALE
STANDARDS AND SPECIFICATIONS. 16. A 4"HIGH V SHALL BE STAMPED INTO THE TOP OF CONCRETE CURB AT ALL WATER METER LOCATIONS. GRAVITY IRRIGATION Sheet GIRR SCALE IN FEET • --
DETAIL SHEET Sheet DTL -
KaoQ t•O)0aLxxx% "xBLxN '$K*X)WKx
"- GOVT.LOT 1,UNPLATTEDwit
Z
SAL L_LEYIilNCTJO I L L01 L 3 L I_4 6 L L_ L
12. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING 6 44 J -
IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE Pressure Irrigation and Irrigation Notes. L�L L L'' EL st �y�q.�s�Ts L_ L L L L_L L L��L L-L i ,j a p
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH IDAHO STANDARDS FOR L L L I-L L L L L L L L L L m
AT THE EXPENSE OF THE CONTRACTOR. PUBLIC WORKS CONSTRUCTION. THE UNIFORM PLUMBING CODE,THE CITY OF TWIN FALLS, {{{ ::) Z
13. ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY THE TWIN FALLS CANAL COMPANY AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE 5 L L Lr \ L L L
ENGINEER. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 BE AWARE OF THE CONTENTS I_ _ I� 't} _ I 0 g '
THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. OF THESE STANDARDS. I L L L Q L+L t L \ / L St� i�8 L L L\ / I Z) U_ Z CV
14. IDAHO CODE 39-118 REQUIRES IDEA APPROVAL PRIOR TO CONSTRUCTION. 2. REFER TO THE CITY OF TWIN FALLS LATEST EDITION OF PRESSURE IRRIGATION SYSTEM DESIGN l
IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. STANDARDS AND CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PLANS. Lm L LPL L L ckIOr L� - I L� Lg`, L L T I I w a -�
15. ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE 3. ALL GRAVITY MAINS,INCLUDING IRRIGATION MAINS,SHALL BE LAID fJB$T BY THE CONTRACTOR TO -I LV L L L L \L_L L K 10•L L L LI _L L-L L L� I f- Z Q
A MINIMUM OF 3 HORIZONTAL FEET OF CLEARANCE FROM FINISHED LIP OF GUTTER. AVOID POSSIBLE CONFLICTS WITH PRESSURIZED MAINS. \ \I I I i L'I E� t� L�� - _ 0� -L cn z
16. TRAFFIC CONTROL AND SIGNAGE FOR CONTROL DURING CONSTRUCTION STALL BE THE 4. ALL NON-POTABLE AND POTABLE MANS SHALL BE INSTALLED IN ACCORDANCE WITH THE CROSSING I-LJL _L _ _ - Q Z
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN NOTE ON THE DETAIL SHEET. L L 4 (n -
TO THE ENGINEER.
THE CONTRACTOR SHALL HAVE AN APPROVED TRAFFIC CONTROL PLAN BY THESE AGENCIES I L L L L L -- - _ _ _ I W E-
PRIOR TO COMMENCING WORK. I L L L L L L 7
17. ALL IRRIGATION CROSSINGS SHALL MEET THE CROSSING REQUIREMENTS FOR T T Y1)• m I,� --1 L L LT IK94R�-�1��•�1L L_L_ L L L L L L L L L L L L L L L L__L L_L..
NON-POTABLE WATER. MAINTAIN 10'MIN.SEPARATION OR ENCASE WHERE REQUIRED. (J tifiV Service ice Note. L L LT6Jly L / L L LPL L_L L L I L L L L L L L L L L L L L L
18. ALL RADII ON APPROACHES&CUL-DE-SAC RETURNS ARE TO BE 20'UNLESS OTHERWISE NOTED. 1. ALL LOTS WHERE SIDEWALK IS DETACHED FROM CURB THE CONTRACTOR SHALL INSTALL WATER w I 1a• I <
19. ALL IRRIGATION AND STORM DRAIN IMPROVEMENTS SHALL BE IN CONFORMANCE WITH THE AND PRESSURE IRRIGATION SERVICE LINES FROM THE RISER TO A POINT 15 FEET BEYOND THE L07 L L L° L -L L L L L L. ;WI._ L L L L L L L L L L L L L L L L L 4 Is
TWIN FALLS CANAL COMPANY,CITY OF TWIN FALLS,AND I.S.P.WC.SPECIFICATIONS AND DRAWINGS. LINE FOR FUTURE CONNECTION BY THE BUILDING CONTRACTOR. BURY DEPTH TO BE A MINIMUM L L L L Li L L L L L L L L I-L L L L L L L L L L L L L L L L L L I o
20. ALL PRESSURE IRRIGATION WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION I cmi
OF 42 INCHES FROM FINISHED GRADE. SEWER SERVICES TO BE INSTALLED i0 OFFSETS SHOWN. L L L L L L L L L L L L L L L L L L L L L L_L L L L L L I_
OF CITY STANDARDS. I,
21. PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL.COMPLY L L p �yl�f_L I L L L 6�p_L L L L L L l.r L L L L L ALAI-L L L L L L L L _
WITH THE AFOREMENTIONED STANDARDS. I L 1 LLLLt4_LLLLLL C LLLL LLL "0q LLLLLLLL1I
22. ALL PRESSURE IRRIGATION PIPE TO BE 200 psi RATED. z Ae L L L L L L L L L L L L L L L L L L L L L L L L �s ►TE'�?,•,L L L IdLO6l.�q.,1} 1
23. IT IS THE CONTRACTORS RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOI) h''- "�"'
TO THE PROPER AGENCY AND HAVE A COPY OF THE POLLUTION PREVENTION PLAN(PPP) _ I L L L L L L_L L L_L L L L L L LI __L L L L L L t,• -_L I�''t� OF .. _i_
AVAILABLE AT THE JOBSITE. SEE WEB SITE http://cfpub.epa.gov/npdeslstormw terlcgp.cfm Stormwater Calculations L L L LI �L L L.L L.L L L L L L L L L L I L-L L L L L L L L L L L L L L Lj 00 NOT SCALE DRAWINGS
FOR INSTRUCTIONS AND FORMS TRACT A DRAINAGE �t-I_ = ILL L L L L L L L L I L L L L L L L I L L L L L L L L L L L L L L L L L I CONTRACTOR SHALL VERIFY ALL
24. THE ENCASEMENTS CALLED OUT IN THE FOLLOWING SET OF PLANS SHALL BE IN ACCORDANCE WITH IL CONDITKNS AND DIMENSIONS S AT
>12,000 Sf.(33=243,0 tots) \ I THE JOB SITE AND NOTIFY THE
THE CROSSING NOTE ON THE DETAIL SHEET. 73Q600 S.F.'.33=243,078 S.F.WIPEAMOIIS AREA 1.6/12q.95x4243,018SF=30,791KC.E _ �L L L L L L L L_L L L L L l _L L_L L L L_L fL L L L_L L L__�_..I-L_LI- ENGINEER OF ANY DIMENSIONAL
ONS,OR OIS-
25. ALL THRUST BLOCKING SHALL BE PER C.O.T.F.DETAIL T-2 73&600 Fr 67=4 5 2 S F MOSGAPE AREA 1.6/12r0 25X4 .22SF=16 4 1 F I L w'_L l�L L L L L L L L L L L L L L L L L L L LE><d 1w_ L L L L L L CREPANCI SMB FIORE BEGINNING
TOTAL LOT DRVNAGE(residential lots) = 47,241 C.F. I \ I en EL 1 m OR FABRICATING ANY WORK.
TOTAL LANDSCAPED AREA 34,644S.F.A.6/12x0.25X = 1,155 C.F L rr*-L L L LyL �'���-±=L-L- -L-L-LSE L L- -L= -i. - - =L L--L_
Sanitary Sewer Notes (sto water tots+landscaping strip) L L L L
-f TOTAL ROOMY&SIDEWALKS 267,7NS.F.xI.6/12xO.95X = M.913 CF. I L L r 02 22 REV.PER DO1. ALL CONSTRUCTION AND MATERIALS SHALT.BE IN ACCORDANCE WITH TEN STATES TOTAL PREDDELOPMENT ALLOWANCE 1,451,771S.F(total tract A area) -
STANDARDS,THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY -41Z7%S.F.(bWk 1 area) LOrs L L - - - -- - -- _- - 04111106,REV.ROES"PER
OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES. IT SHILL BE THE RESPON- 1.038.977S.Fx16/12x-25% =-34,633 C.F. y L035 L r I �QT7q "L 16 B B 05110106,REV.-PER Cm
SIBUTY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STD'S. ROCK 1 IMPERVIOUS AREA 220,f03S.F.4.6/12x0.95x = 27,860 C.F. L. err•+-`fin \ I-L-0.4&ACIL- I1 L Jy,p�',pAID- �-p COy,AmS
&OCK 1 PERVIOUS AREI 19Z691S.Fx1.6/12xO25% &423 CF L L L L.� L L� q- I L L Li L L L L _j Ir i I os
2. SEWER MAINS ONLY TO BE LAID IN SEWER TRENCHES. g�,OI6Y�''. J' TI /26/06,REV.-PER CRY e
TOTAL RETENTION REQUITED FOR TRACT A DRA9AGE AREA = Bf,979 C.F. L L L L L L I I L L1t' K L L I _ I L L DO GawEN15
3. ALL LATERALS TO BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN TOTAL RETEN110N PROVIDE) = Xxa)m SEE REVISED STORMWATER CALCULATIONS \ GKL L LI
05105105,REV.-PER CRY
IN THE AFOREMENTIONED STANDARDS. PER SHEET RD-6.2) L L L cOMIMENiS
4. IT STALL BE THE CONTRACTOR'S RESPONSIBILITY 70 PERFORM CONSTRUCTION AS TRACT B DRAINAGE '\ I ( 16 I I ILA T I I
PER THESE PLANS.ANY ADDITIONS,DELETIONS OR CHANGES SHALL FIRST MEET >1ZOOO SF(residadial lots) ILL L Ll L L$` , L
WITH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. 52,459 SfA• -17,3I1 S.F.MPERW0115 AREA 1.6/12V.95f•17,825SF= Z193C.F 1 ^�L L L L L Li L L L L L L� - L_1-L �L� I .wrwau
5. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH AFOREMENTIONED STANDARDS. _2 4 9 5.5 S_J'R 61=35.148 S.F.U1iDSCME AREA 1.6/12.0.25X•35.189SF= 1.172GE ,,,- - Y�L L - I I ' I 9 L I I
6. ALL SEWER SERVICES IN LOTS ARE TO BE MARKED WITH A T"FENCE POST TOTAL LOT DRVH4GE(res*ntiol lots) = 3,365 C.F. - - ome, 0 BURKETi
&PAINTED GREEN&A 4 INCH S"STAMPED INTO THE CONCRETE CURB TOTAL LANDSCAPED AREA 36,0IIS.F.4.6/12425R = 1,202 CF c`5 L L1 L Lj L L L La L
7. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89 (stwiwater lot+landscaping strip) < �1 'L L I I L �L I 7� I Ir
SDR 35 PVC PIPE. TOTAL ROOMY&SIDEWALKS R068SFA.6/12x0.95% = 11,155 C.F. §2 L L_ ` ` t�• Q_ JA SKEEN
8. A MINIMUM OF 5 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR SEWER MAINS LOCATED ABOVE TOTAL PREOFi4'IOPYENI ALLOWANCE 116599S.Fx16/12x-25s = -5881 CF , L L L L� L L L \L L L'G''-L,L \�L L L
TOTAL RETENTION REQUITED FOR TRACT B DUN"AREA = Xi(aWiXXX __ It
01/30/06
PRESSURE IRRIGATION MAINS AND 3 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR SEWER MAINS TOTAL REILI11 L PROVIDED = XXAOYXXX (SEE REVISED STORMWATER CALCULATIONS - - --- - - - - -
LOCATED BELOW PRESSURE IRRIGATION MAINS. AT CROSSINGS THE ORDER OF MAINS FROM LOWEST PER SHEET RD-3.1) i `L L L�. i L L L L L i L L s I _ A6 NDTED
TO HIGHEST ELEVATION SHOULD BE AS FOLLOWS: SANITARY SEWER AWN,PRESSURE IRRIGATION MAIN, .1)
AND THEN THE POTABLE WATER MAIN. A MINIMUM OF 18 INCHES VERTICAL SEPARATION BETWEEN EACH La I L s L Lg' L L „x 404o5MU.awg
OF THESE UTILITIES SHALL BE PROVIDED(OUTSIDE PIPE TO OUTSIDE PIPE). (SEE DETAIL SHEET FOR , L L L L L L L L L L L L L L L L__Ll_l_l I I L.�L L I -
AW1770NAL WATER AND NON POTABLE WATER LINE CROSSING RESTRICTIONS) - _ _ _ - _ : _ _ I I F ,,,„,. 404-05
PRESSURE IRRIGATION LINES,WHICH ARE CONSTRUCTED BETWEEN THREE(3)-FEET AND FIVE(5)-FEET Project Bench Martz - - -- _
FROM WASTEWATER COLLECTION MAINS Of INSTALLED AT LEAST EIGHTEEN(18)-INCHES ABOVE THE TWIN FALLS BENCH MARK NUMBER 4049-3079CANDLER�GE DR. �,-
WARTEWATER'OOLI.EOTI]N MWH.'.; ,1 1^"H ! '` �•, :;v, ELEVATION=3680.75 N.SIDE OF CANDLERIDGE �...
AT THE INTERSECTKNN WITH MIN VIEW OR. I .e 0- `n---'- mu
P CANDLE IDGE NO.3 �_- ••` CANDLEVIEW SU80 x• -�,",.
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CPN853399 UNPLA17ED N89°44'W'W17.OV ¢ A..
FNoSTe RF�nR ` 114.54' S89'44'00'E-1275.92' RM POINT OFBEGINNING A SECTION 3, T.10 S., R.17 E., B.M. wY.a DELTA R ARC LC T LOB W ]0 Q n
� aB919 9IIB.Ba' W633s�m TWIN FALLS COUNTY, ID, 2006 cT 89'32'40' 20.00' 31.26" 28.17' 19.84'S45'3417w � � �N w
N F 5MREBAR C3 90'27'20'r20.00'
31.57' 28.40' 20.16'S442533E ZZ_
-C3 180.ar _, o '. -a1813'--- -432ar-- --l32A0'-- -yl2pgs --1a2p0'- 5&19 B274' C4 8932'40' Sf.26' 2&17' 19.84' 5453427 ¢ d
-- LOT 13 1 BL° S44 2T 56'E W 3
1 0.42 AC I 'r.2 I LOT $, LOTS K¢ LOT6 LOT7 TAT 10 1 .53' ,yp,�q� CS 9027'20' 31.ST T8.40' 20.16'S44'2533'E
TRACTA Wg p .N.0.14AC L
0.59AC S` 15 I �I 0.57AC $ 0.MAC 0.44AC 0.44AC $ 0.44AC LOfII ° I C6 893240' 31.26' 2&IY 19.84' S45'J4'27w
iBO.ar / ig •- 75 t1��5yy^ 0.44AC ��� I C7 90'00'00' 31.42' 28.28' 20.00'N44'39'13w W
NW L T 1212 \\ / \\ g / _ \ , CB 90`00'00' 31.42' 28.28' 20.00'S45'20'47w
C9 9aW'00' 31.42 28.28' 20.00'S44.44'00'E
5 SW 44'001E 033AC 6 129.99 1 1 SW WE ( 6p 1 S89 13E ( \I Sw 3913E 0 50, 100, 200'
786.iS C10 9aW'W' 20.00' 31.41' 28.28' 20.00'N45'i6'00'E
is, �' S89'39'13'E I Q 3 '• ) 82.ar 8200' 1 y ) BZ.ar BIRO' 1 122.84' I I SCALE IN FEET
C LOTiI 15 \� C11 2730'00' 125,00 49.09' 48.77' 24.86'N17'31'00'E
3,C� ,Cry LOT1 m L0 LOTS Ore. 6 LOTS ' IAT9 as I,OT'12 v� ® C12 2730'00' 75.00' 29.45' 2916' 14.92' SI1'J1.00w 0.54AC w
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NW 0934-t0 C17 \ 1,7N8/�'f \� 33 s2 �--�7�0'-� B7.00=K 4' �0'S -t30,gt' I R C75 6V56'35' 50.00' 60.16' 56.60' 34,33'S78'17'42w
84.3Y 8B9'3913'E-264.Oa_ Sw 3913'E•264_I' SN°�'13'E 182.58' I�Iuu Ci6 95'17'07' 50.00' 83.15' 73.90' 54.84'ST49'09'E
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15'46'17' 50.00' 13,76' 13.72' 6.93' S5920'51'E
oA3Ac / >• NORTH TE LE DRIVE
239.75 / fi / \ ------ .74- --- ------------- .�------------ Q 3 3 2 1 9a00'00' Z0.00' 31.42' 28.28' 20.00'52714'00'E
Iz 90'00'00' 20.00' 31.42' 28.28' 20.00'N6T46'00'Ez ° 9� % "1 I I o 44'S5'13' 100,00 235.20 124.02 Na18'23T
/ \ I1741'49' J50.00 77.56' 7Z40' 36.94'Si625'06wI8'04'56' 350.00 110.46 110.00"55.69'SI'01'43w.�, ( SEE '�T44285 10'12'13' 350.00 62.33' 62.25' 31.25'S13'O6'51°E Z O
NW OV I I g 9 t0 F 11 E 2 1 C24 86'03'45'r20.OD'
30.04' 27.30' 18.6Y S24-46-55V O Q
LOTB� I LOT2 I 3 '� \� LOTI i �16 I� � 1112 C25 9YIO'53' 81.32' 72.65' 52.86'S21'15'20w � []
0.51 AC ( Ov,I Q 1 4.37 AC fa; R '\ S.lOAC = y C26 49'OT'27' 42.80' 41.50' T2.81'S49'51'2°'E -
I C27 3T46'39' 32.97' 32.37' 17.11'N86'44'07'E
O SBB'�'34'E I 1 I \\,, ( �^ VICINITY MAP C26 9a0"00' 3fA2' 28.28' 20.00'S6TO9'13'E J � Z
1 LOT7 1 1 \ `� II'DEDIC.ATEDTOTHE 4T z C29 WOO'00' 31.42' 28.28' 20.00'N6T09'13 Of CO O CO
0.45 AC 1 \ i CITY OF TWIN FALLS I EKST. NOT To SCALE C3O 9T00•00' 31.42' 28.28' 20.00'N22-50.47`E CD
t5' I I R.O.W. CENTER LINE CURVE TABLE J Z U CD
y C31 2730'00' 125.017 49.09' 4&77' 24.86'NIO'54'13w Q _
CN
S87`0915'E i ;gt, Cum N DELTA R ARC LC T LCB
\\ I d �9,.5,'y 59 C32 2730'00' 7S.W' 29.45' 29.26' 14.92' S10'54'13'E z 0 J
-e•�B,f, Vl CL1 2725'13 f00.00' 39.13' 38.88' 19.82' N7826'37
i7 I i&-� / A-rN' rn �'j I C33 2730'00' 125.00 49.09' 48.77' 24.86'S7905'47w
c1 L01'6 ( 1.yI �\ /•' CL2 273d00'1C0.00'39.27' 39.02' 19.89' S79'05'47w Z Q
w 0.40 AC to ` 10S4I \ , ----------- I -------- ------ ------- I �- CL3 2730'00`100.00'391Y 39.01' 19.89' N11'31'00 E C34 2730'00- 75.00' 29.45' 29.26' 14.92'N7905'47'E
�'I \ 268.19 527.85 -- C35 90'W'00' 20.W' 31.42' 2828' 20.00'S44'39'13'E
15, \ 5 w Rba NW3WI3"W SO UT TEMPLE DRIVE ICi CL4 44'5513'325.00'254.80'4&33 13f.35'NV1823 E Z
�{ C36 90'00'00- 20.00' 31.42' 28.28' 20.00'N45'20'47T 1 `fit$ C27� T 4-� Cl2 99.74' N�'3g i3'W-276A4' u�, Nw8wr '13'W-278.Oa 3a 13'W•1B8.9a w CL5 27J0'00'100.00'39.27' 39.02' 19.89' N10'54'13 Z
lJ �5 \ i»,t C3q sa_7a' s3_o7 -- 93A2_ 1 9a.ar 9a.ar_ 9954' o CURVE TABLE c31 495941' 20.00' 174s' 16.90' s.33' SZs20'36w Lu
91' -'^ j. '8 C38 4959'41' 50.00' 43.63' 4226' 23.31'S25'20'38w
\\ 03SAC L0T4 \ LOT24 I LOYT17 LOTl6 1 "'�=LAT9 -- IATB I °' .. 11. , %: 1 `8 Cuv4N DELTA R ARC LC T LCB
n 0.41 AC \�° \ ( 0.40AC 029AC 0.29 AC 0.29 AC' 029AC ' .PSI• C39 9a00'00' S0.00' 78.54' 70.)1' S0.00'S44'J9'13T
$ $ .�i $ $ ,i3 $ $ C66 9DELTA' S0.00' 78.54' 70.71' SO.W' N44'J9'13w
y'Td•. a \ '� 2 81 s; }y g .� LOT 1 C40 9a00'00' 50.00' 78.54' 70.71' 50.00'N4510'47E
1a 25 25' to 2 to 2S 2S 10, $ to 2S 2V fa 033AC C67 4959'41' 50.00' 43.63' 4226' 23.31' N25.20'38T
17534, fs� 113.ar 61,0K t13.ar (ly It 113.Oa$T. C'K 113Aa- 128.81' I C41 49'5941' 50.00' 43.63' 42.26' 23.31'N24-39.04-W
• N8r 3913'W I 'V I N89 WIN I .�- N89' ITIN NIB°3913-W C68 4959'41' 20.W' 17.45' 16.90' 9.33' N25'20'38'E
1 N'13'E-203.34' \ V I I V I I C69 9a00'00' 20.00' 31.42' 28.28 20.00' S45'20'47w C42 49'S9'41' 20.00' 17.45' 16.90' 9.J3' N24'J9'04
LOT3 LOT 23 1� LOT 18 LOT15 `v�$.IP: LOT 10 �' LOT 1a LOT2 I C43 90'OO'00' 20.00' 31.42' 28.28' 20.00'S44'39'13'E
1 0.34AC $ 027AC 027 AC E U 027 AC 027 AC $ ;U $ 031 AC I C70 9a00'00' 20.00' 31.42' 28.28 20.00' N4,09'1J
0.41AC C44 90'00'00' 20.00' 31.42' 28.28' 20.00'W20'47`E
- \ Gil 138.83' 1 9 I C77 7 BLOCK 1 C71 49'5941' 20.00' 17.45' 1&90' 9.3J' S2,09'04'E C45 49*5941' 20.00' 17.45' 16.90' 9.33' S25'20'38w
\ J SW 39ITE 113.ar 113.ar 1 1 113.ar 113.ar 1 I 128.99 1 C72 49'59'41' 50.00' 43.63' 42.26' 23.31' S24'J9'04'E
U O 13 C46 495941' 50.00' 43.63' 42.26' 23.31'S25'2038w
N89°39'73'W Py+ y.7 ic1 NS° 13'W I� 5., Iq N89° 13'W T/L I� NW 3913'W I C73 90`00'00* 50.00' 78.54' 70.7f' 50.00' S45'20'47V
LOT2 1 RIQ I LOT22 fs1 ` LOT 19 ` ` I C47 WOO'00' 50.00' 7&54' 70.71' 50.00'S44'39'13`E
LOT 14 LOTit LOT LOTS C74 90'ar'ar' SO.ar' 7&54' 70.71' 50.00' N44'39'13w
0.42AC 73 I 031 AC I t` 025 AC 025AC I I 025 AC � 02.9 AC 1 019 AC 93. I C48 9900'00' SO.W' 78.54' 70.71' 50.00'N45'20'47'E
Z �3 $1 ' \ �`' .y / S8\ ,$ J $ C75 4959'41' 50.00' 43.63' 42.26' 23,31' N2rA'38'E
- 'L C49 49.59'41' 50.00' 43.63' 42.26' 23.3f'N24'39'04
N 1 .�,i 1' '$ 1 111.8a \ $ \'� / \ '� �'fQ/ \ .9,5�^t C76 49-59'41- 20.00' 17.45' 16.90' 9,33' N2S20'38'E DO NOT SCALE DRAWINGS
_ 1 1 88.07 88.07 I c -BN,00- �'8B.9G1 5a� I 103.15'V ( C50 495941' 20.00' 17.45' 1&90' 9.33' N24-39'04w
`- 50 C77 WOO'00' 20.00' 31.42' 28.28 20.00' S45.20'47w CONTRACTOR SHALL VERIFY ALL
Z 2 1 770.97 1N89'39'13M1V� ) NM' 13Yi 1 -- � ,-T 1 L '�'131M I C51 90'00'00' 20.00' 31.42' 28.28' 20.00'S44'39'13'E CONDITroNS AND DIMENSIONS AT
LOT I
I.(7f 21 \ ', t)P \ / I C78 90'00'00' 20.00' 31.42' 28.28 20.00' W39'13 THE JOB OF,AND NOTIFY THE
NW I4 I \ / LAT20 LOT C52 MOW" 20.00' 31.42' 28.28' 20.W'N4S20'47E ENGINEER OF ANY DIMENSIONAL
0.41AC I' 1 '� IA'Ti3 \ / LOT12 m' LOTS \ /
ERRORS,OMISSIONS,OR DIS-
$ '8 039 AC 032 AC m< 032 aAC 032 AC 036 AC C79 49'59'41' 20.00' 17.45' 18.90' 9.33' S24'39'04T C53 4959'41' 20.W' 17.45' 16.90' 9.33' S25'20'3Bw CREPANCIES BEFORE BEGINNING
25 ZS' 1 2a �'?OV7'tN I ` 1o'47w 1 `� S920'4TW 1 i v84 CBO 495941' 50.00' 43.63' 42.26' 23.31' S24'39'04'E OR FABRICATING ANY WORK.
88.3T 15 `&1 66.31"2V _a 663T 75 LOGK C54 4959'41' 50.00' 43.63' 4226' 23.31'S25'20'38w
�J �J C81 90,00*00' 50.00' 78.54' 70.71' S0.00' S45'2'47w
206.77 -123:O1F-® 46 45 --141.83'' 4--138.07-- --'138.02 E� �--138.Oa-� -138.0a--(Aj -132.38'---� CS5 90'00'00' 50.00' 78.54' 70.71' 50.00'S44-39.13-E
FOUND C82 9aO0'00' 50.W' 78.54' 70.71' 50.00' N44'39'f3 ems.
N °3913 CANDLERIDGE DRIVE_N8B°3913'W-1323_83'�0 13"W-1059.iT Iy p+I7 C56 WOO'00' 50,00' 78.54' 70.71' S0.00' N4520'47'E 04103106,REV.-REDESIGN PER
END C83 49'59'41' SO.W' 43.63' 4226 2131' N25-20'381- CITY PARTIAL REVIEW
- - - BASE OF BEARING-'RIVER RIDGE ESTATES' - - - - 1 C57 495941' 50.00' 43.63' 42.26' 23.31' N24'3s'04w
CENTER OF SECTION3 CANDLERIDGE NO. CANDLEVIEW SUED, C84 4959'41 20.W' 17.45' 16.90' 9.33 N2520$8'E 05108106,REV.-PER CITY
FND 50 REBAR LEGEND C58 4,T5941' 20.00' 17.45' 16.90- 9.33' N24mwi COMMENTS
MONUMENT CERTIFICATION C59 2725'13' 125.00 4&91' 48.60 24.7Y 578'2637'E 05126106,REV-PER CITY k
HEALTH CERTIFICATE SUBOM SON
DEG COMMENTS
SANITARY RESTRICTIONS AS REGOIRED BE GANG CODE TOLE 50,CHN'TER 13 RAVE BEEN SATISFBD WSW ON THE STATE OF 0", ROAD CENIERUNE - THE INTERIOR MOM1YFNfS ON IRS PLAT SHOWN AS'10 BE C60 2725'13' 75.00' 29,35' 29.16 14.86' N78*26'37
DEPLOT LINE SET',WILL IE SET W ACCORDNCE WITH SECTION 50-1333,
THE DEIELO OF FOR ONMI N ED OLLUNA(ION)APPROVAL OF Dff DESIGN PLANS AND SIS OWTWNS AND THE HE WE O IMPOSED ON EASDAOR LIE _---------_ 10.N10 CODE ON OR BEFORE OR AS C61 9g00'00' 20.00' 31.42' 28.28 20.W' S45'20'47w
NO RAKING W FOR R SEWER/SEPTIC
EPTIC FK OF RE SANITARY RESTRICTIONS. BUYER T5 CAUTIONED BE AT THE WITH°F 7N5 APPROYN, DiSfNX'OFARDRNI, - - - - - - DETERMINED DE THE CRY OF TWIN FALLS. C62 90'0O'ar' 20.00' 31.42' 28.28 20.00' NN'39'13w
NO ONO PE WATER OR SEN WATER
R SEWER
WERE CONSTRUCTED. BUILDING CONSTRICTED
ORION CAN E ALLOWED WITH APPROPRIATE TO BE SET 1/1'x24'REBUR AND CAP LS 1090 •
BUBORIG PERMITS N TOWN WATER OR SEVER FACILITIES FAILS HAVE SINCE BEEN CONSTRUCTED OR IF THE ER CONDITIONS
N SN DEQ,EWAY TO BE SET 5 8 xW'REBUR AND CAP LS IOW W, NOTES EASEMENT LEGEND C63 49'5941' 20.00' 17.45' 16.90' 9.33' S2S39'04'E
CONSIRUCiRIG THOSE fACIRIFS. W THE DEVELOPER FANS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDOpNS OF DEO,71#N /
SANITARY RESMICMINS MAY BE REIMPOSED,IN ACCORDANCE WITH SECTION 50-1326,VA CWE,BY THE ISSLWNCE OF A CERTIFICATE OF FOX 112'REBAR,REPWZ WITH 5/8'xr NEW AND CAP LSIOW O 1.TRACT A AND 8 ARE RESWD FOR DUNCE RETENTION, JIM EASEMENT C64 4959'41' 5D.00' 43.63' 42,26' 23.31' S24'J9'04'E
DISAPPROVAL AND NO CONSTRUCTION OF ANY BUMINNG OR SHELTER REOU86NG OR"WATER OR SEWER/SEPTIC FACILITIES STALL BE FOLND 5/8'REPAIR 0 AND OTTER USES DESIGNATED HEREON,AN STALL BE UTILITY,A SOEWAX EASEMENT I C65 90-00'00' 50.W' 78.54' 70.71 50.00- S45.20'47w
ALLOWED. ANGLE POINT MANTANBD BY THE ENSIGN POINT HOMEOWWERS ASSOCIATION. IRRIGATION EASEMENT
BURKETT
Engineers Inc. 2 TRACTAND CANNOT BE WLOCKISEP�AROTLYE THE S41R OWNFRSNR MR DMAGE&SIDEWALK USE11ENr 4G4-05Fp G.
LATE. UTILITY a WASCMWG EASEMENT SHEET 1 OF 2 J.R.SKEEN
uac 01IM106
aeux AS NOTED
40405FP&q
fA 6 rw 404-05
4*'ygT F\OP
03U FP
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EXISTING 24" STORMDRAINAGE RTIN EXISTING CK 4 a E V1 4
DISCHARGE TO BE RELOCATED0
DRAIN K 1 BL sr\
-------------
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. DETACHED SIDEWALK, 20' I < f ' LOT 12 LOTtt C0 I BEHIND BACK OF CURB - 044AC w
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LD'f1 I I CONSTRUCT 5'WIDE I 0 25 p50 100 Ij D
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b q I i REPLACE REMOVE EXisinING POWER WITN UNDERGROUND POWER I I ( 044 AC w
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t ---- ------ -� -- ------ /
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�4 __________24°"�R_____1______ 39+34.78, 35' LT. INSTALL �
27+ Y8+ 12'W -- .-1T W STORM DRAIN OUTLET TO O
30+
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PITC 3666.02 i I PITC 3665.74 _ _ _ _ _ F.AST!tUM DR. N. _ _ _ _ _ _ _ _ _ _ 20:1 ASPHALT TAPER
PR 3661.1 PITC 3660.75 PITC 3657.31 ~
REMOVE EXISTING R POLES, UNPLATTED INSTALL 9.2' OF 24" Z
4^PI REPLACE WITH UN RGROUND POWER
4'P.I. ._4 .1, STORMDRAIN PIPE O 0.43%
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ro x - C o W J O U 06105106,REV.-PER CITY
COAIMENIS
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N
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8"WATER MAIN
C ST. 250 L.F. 24'�STOR DRAIN'
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d
I AS-BDILT �
REMOVE EXISTING GOLF COURSE IMPROVEMENTS C Z
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W Project Bench Mark k Bu = SHOWN
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R�G �' - TWIN FALLS BENCH MARK NUMBER 4049-3079
m no3z�
EIEVATXkI=3680.75 N.SLOE OF CANDLfR�(,'E
AT THE INTERSECTION NTH MM.VIEW DR. ow¢w.40405mstr
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3680
EXISTING 24 - - 3675
3675
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:... .:... ....:... ....:.... ..... ....:.... ...... .,..:.. . ...66 WATE MAIN-/.. ....:.... . ... ..:... ...... ....... ... .... ...... .. .. .. .... ...... .....
TE MAIN
,4" P SSURE:
IItRIGA MAIN
III WATER MAIN3670
EXISTING S RM DRAIN CON T. 100 L.F.0
r
` W x x i>.i .:... ...REMOVE XISTING.24.". :... :... ...:... ..... ....... ....... ....... ...
.. .:... ........ ....... ......... ....�.... ....:... ...... W:.... �.`._... .,� ....... .. ..g O STORMD IN PIPE
TO THE ORTN 3665
3665 W
...... ...:... ..... '^ a4i. i..:.. ....... ...:... ...:... .. ..:... ..... ..:... W dx.co .W :... ...:... ....... ..._... .......
3660
pG W CO M O y W ~3660
.- NWj..
. .. NNM OZF' M O Ox0 t�
11--
O+I.O+IT KI/1W O O a'�Z JOZ JC b^ : ZM.�Ob�p
3655 w' r^�+^ '' v u 3655
YO.� �;OMW W W '1'M W
.. .. ..... _ _ ..... ... ... N N� .N K
N —
_ .Z C In 2 lJ IA
. ...... .. ... ......... ........ _ .. .. ......... .... .... .... .... ......... .... .. .... .. ........
r=VffORTzz
r=riERi
8+00 9+00 10+00 11+00 12+DO 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
AS-BUILT
ORIGINAL TRACT 8 VOLUME REQUIRED = 9.835CF x c
CHENEY DRIVE REDESIGN W/CROWN O .9 08-26-08
12' OFF SOUTH FOC REDUCTION A-, vi
(6,200-5,000)x 12' x JA x 0.95 = -1.824CF o L
12
TOTAL REQUIRED VOLUME = 8,011 CF
z z REVISED WETWELL VOLE _
8,4000E zMM _�
> m 0 5,600SF x 3.75'x 0.4 - 0 z 3 LC
•< NZ>
ZOG aim 'Z in
f t<?U >
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3 d0 m0 Z NZ Ls-
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_ O < q N 1W-.i! N m x C NEVI N = V Z U .N m 0_ M �/'q� 9�
N m< N O O O Oi O,6w' N\O 1� ; N\ <W 1-- iA m O n ✓IV J4 Zr
o cis m h _ >�- vi �3 c� 3 z = 4 v< pmp ♦ N z<` �' m
rN 1�-•00 ^ NM W Ww 3
M 7 4 Vlrb YW !� > OZ OOC M NZ M Km W / A
f m J Z < K +Y Z> m 00 i! +Cp J p`1-< VI O d' +O O ^ tr]
A 00> U<N VIM mVl MO U3 mmin ^b� +Z +O
UNPLATTED +� +ao� ab� m> ^U ^y mrn + +w +` a� a
+40, 25.5' RT. PITC
3660.12 r
TBC EL=60.72 PITC 3660.25 p u <
. ..—_ — ...._ 61♦ 62i
.—._._.-. - 6g. 57. +i p
51+ __. _— —._ � 53+ A m 0 �
8" PI z
8" PI 8" PI
CHENE�. �R. 8" s x 25 50 100 �4
- I � - ------- II--- b-om- ---- --I - ---rN-m--- 1
m^�II \` ♦1� �qddW
Sc
ale
le In Feet
------------ ------ --- � CONSTRUCT 5 WDE ------ ---�� ,8
12' S -- DETACHED IDEWALK, 6 AC-36 I;BEHIND 8A Of CURD
�,13 PoazAC
A BEHIND BACK OF CURB
CONSTRUCT 5' WIDE O.MACI ^ N- i� +w DETACHED SIDEWALK, 6' 11
0.59AC
-Ag mo N +mF 3� + + i I Q K 4 +mF + �
I I r L0T2 1 LOTy LOT6 LOT10
mo I
I a 0.14AC
0.57 AC / \ 0.44AC 0.NAC /i \ 0.44AC _ \ n o I srtilr iavnoao
G
LOT 12
033 AC
/ I i I b V c99 an N
Y P scut 5
owt.rm.
cli
m - S p 8 N 8
V
+C NO
N
ES b
z
FILL VERTICAL URB RIGHT -
N
A '
1 TOP ATER - f00 VERT AL CURVE CONTECN -45NW GEOT TILE
C
TYPICAL A
OP,
B D_— _ 12^ S ORM DRAIN ROCK
_ 'SIDES,T
QOTTOM P_0 de BOTT
3656.50 CONST.2 0 L.F. 2"-4" DRAT
CONSTX90o F..1.2„...
:. .. STORM D AI! J' - .. ......... ..... .... 3652.0 STORM:DRAIN =+0.50X
CONST 42 L.F.. - _ ...:...
12"ST RM DRAIN .. ...... ...:... ... ...
_ ...:SLOPE +2.50X...
. - NO SE ER TRUNK U E CONSTRUCT SEE ....:... .... ._ ....... ........
-
.. .. ...-.. `e.a a ....... - T EXISTING CI SEWER SYST 1 : - .
r N Zp .� Zz O. C
VI UK 00 VtN�j. UU..O.O �` V?.
mr�r.II� bM K Nm x M
CMKO�M - �p,AM Z ¢rVfmN Cm m - - : aN� OyW mxQ�px= .DUII II
,MpM C-OUIN bm II bbM dx
Cp Z op0p II ^W 11 11 aZmM Ii. NUOb - O yy N
II.II YVl ip It 11 ^DOWN `f?tMWII. M WW _aM11U OiUp 11 ....... ....... ... ..... .. ... .. .. O MW +�Z ��OM �+p >
ZMW 'N m011 -6'll N 11. :�W NOOWW [y ION +2V bIAaZW NHW NU =
pOii W �M W.ZZ �piW p�VWZZZ_ .1m=�j ^ W - � � Om Z
�� o�mzz .. _ +,naGl.i +oa, z Np� +'1-o vo > : 62+00 64+00
• c M�:m i o 3' : �'z�i:3 i 'n vl r 3 i m<'r? 58+00 59+00 60+00 61+DO 63+00
`�— _'^ �"�'`� W 54+00 55+00 56+00 57+00
so+oo
51+00 52+00 53+00
V)
AS-BUILT z
3> Stormwater CalculationS(N.36'CHENEY) 08-26 08
~z > TOTAL UVOSCAP910 9,354Sf.xI.6/12z0.25% = 312 C.F g
_ a
< 00 W TOTAL ROADWAY =
2 WTOTAL 49,290S.F.0.6/12 0.95% - 6243 C.F. s_ m
TOTAL Rf7EN0ON REOUNtED fOR DRAINAGE ARE1 6,555 C.F. 0)
a`W 3 �i, i s — "A PR01°"`1 (roP WYIO.B'�E•nn'rr:.r rcmt = 6.600_C.F. O O
M W Z
C 7
W N
N
} O Z+-VI SZ ^2E G O
•K�MN Vf3 Y W
WN NOpM W
�,� aONNaM yl�It Z
>a o _ ,�•' 3' DEEP STORMWATER
r M os ZF �vl �o x z d m oa ^7gc
,n W > +o a z m o 77 rIW
_ �� �KMM od t55 �33 amm o> r-s M$ RETENTION POND +i�az rnl m
�a HoSo- +<
M"WW a ° W HCUi Ms�e 122' NN bU0« WN U 25 50 100
o ^z o a0 0 " z EXISTING FIRE HYDRANT AND WATER
+ H o z ,�a MAIN INSTALLED PER APPROVED W TC < I A TC 3656.96 c vl ` n> 55 4 53 +M M M I Scale In Feet
+ x b<m- << o P ENSIGN POINT SUBDIVISION TC {�-' 3659AO TC 3656.96 @W-, PITC
a rn ;5 +'-^ 3659.10 d 3657.40 b c� ?rn rn z + ~ Z
0 0 0•1 o x 3 PITC PITC .a
PITC 3659.46 - -��' r (INSTALL 24LF PIPE
24"
' ---------------- - 659.7 -----------------GOVT.LOI t-------- a STORMDRAIN PIPE
\ --- -- -- IN TALL SOLF OF 24" �
> > - ST RMDRAIN PIPE
g p I
� N 6
+ 66+ g 67+ 58+ 59+ 80+ Bt+ 8 62+
54+ I INTERSECTION STATION
m 51+ ( � 53+ - - CHENEY DRIVE 63.22.92 W
CHENEY 'b - _ z
8 B" ss _ — _ —
voi _ _ • I�------- A --------
------- , --------- II------ - 6CO1+NDSOT. C2A4T'CRHT.BASIN- II ------ -- �--
\B
____ I 0.MAC366_.25 M 1II1 �
aREV.rrIsR RIGATION OUTLET,
LOT 13
Q WP-i 1 PITC I I p K \ I ,� I W - JRS 7-26-07
0.42AC I .. 13660.12 1,p•P2 I LOTS LOT6 31 LOTT DOT 10 � LOTII
m I 037 AC I 644AC �C A 044AC dl 0.11 AC Q44AC I I QNAC 'Z
T'AACTA I 53+58.29, 1.5 RT., EXISTING- I I I 8�0 I I to
039AC I .a 8x8x8x8 CROSS, W/(3) 8" R.W. W W
GATE VALVES, AND(1) MJ PLUG & I - I CROWNLINE 0 tY RT. x
THRUST BLOCK ON THE NORTH W z
STUB, INSTALLED AND TESTED PER
APPROVED ENSIGN POINT DESIGN Y Q W Y o 0 swev
O rPvxo.Eo
RT
LT 48,WIDE STREET SECTION WITH A 1 4 CROWN .o I-ii N orsra+ G. MARTENS
2.SR SLOPE 2.5%SLOPE ^ rm J.SKEEN
I� q�Z wrz APRIL 05,2007
`CENTERLINE k�- NOTE:CROWNLINE F XO
NOTE: STREET DESIGN ON THE RIGHT SIDE OF THE I''R toP, scut SHOWN
UTILITIES INSTALLED PER ENSIGN POINT SUBDIVISION, STREET PER ENSIGN POINT SUBDIVISION, AND
EXTEND THESE UTILITIES AS NOTED TO AVOID FUTURE WETWELL REDESIGN DATED 03/02/07 owc.ra.05907mstr
TYPICAL QUARTER CROWN CROSSECTION Nrs SAWCUTTING OF ASPHALT
d
N O' M NL . ^ h -' .:. ep ^ .. M —
bp _ M ,� M eNp' aD. tMp �' ,� M A �. y� �. ..M N v1 M : b b F
ig
OM j .. in.
.+ - ...+ 0. mFN-
00 0 VI m O ~ O O O > > 0
+ p6.+ O
+ +
.. 3670
+ + + .
+
3670
U m
' : - .. �.a. ..m.- a.�... ......... ........ ...:... ... ... ....... ..
..3665
.:. EXISTING RADE ... Ca .. v♦ .. ..:... ... ... ... ..._... .. ... ... +a. ...
r .ao.06.. ....:... .. .. ....... ..AT.CENTf
- :- -SLOPE= 0.42%RT -
�� SLOPE= 0.42%-
a
3660
SLOPE= 1.02%LT
.... 00 RT A CURVES=-0.41% - 3655
WIN GRADE F
36557 7
.. ..
- -'CONS.'364 L.F.,'8 SEWER 3650
3650
3645
3645
>
3640 - -
Z b
I"= HORIZ
•-In - - +zo chi
N 62+00 63+00 64+00
52+00 53+00 54+00 55+00 56+00
57+00 58+00 59+00 60+00 61+00
50+00 51+00 t
RIB-�2
CENTER LINE CURVE TABLE t5+77.20,70' Lt. Y x AS-BUILT z
'.^. CENTER OF BULB h i W z
cwv# DELTA R ARC LC T LCB CONSTRUCT 5'WIDE '- of 1n m u ^1n m 08-26-08 _3
CL3 22'30'00'f00.00' 39.2T 39.02' 19.89' N11'31'00'E ATTACHED SIDEWALK ! d ^ q 0.
✓ 0��7 O N C (D N
CL4 M'S5'13'325.00'254.80 48.33 134.35'ND'18'23'E
CLS 22'30.00'100.00'39.27' 39.01' 19.89' N10'54'13 d r> _ i i# 0
r
BLOCK 3W o c h Cp>
C rc
LOTS
,✓ ro �s 031 AC 4 LOTH N
p: �✓ # 910AC •Y> LOT7 u v�i• '~' in Q V F U BLOCK 3 031AC w
3 3 ,/, < •3Y• / O 0.45AC Wf a $q W h r w
90 ✓Z`6 c+ 'SLOTS / .:-- �5• •4 WI h^ zom IAT9
3 mrt m `°�,•, j d ,� 035 77Ac 4 \ ri * ,'( 1. +,'^'_ J m QSSAC �h m SEE SHEET RD-7(N.TE m
pa+`P7d .o �6.j05A —+ + +_ *•a -'1 JI LOT 10 v a _ /
W W L DE GN' A ON
DE
- r
z a m b >Y Jd r` N 0.63AC r"�• /' �/SI j// (ATTACHED CONSTRUCT
SIDEWALK
�c
OR ADDITIONAL
J 7n n c> z > -`",n. L07'4r.d<\ \ P/TC * ,� _ Cn
Nw nd' VNo mY CONST. 5'WIDE v o� �.` o°�041 AC}o x\ 4" PI 3665 B* / /3' `I a nAC Z ~
Y U Y ~
W DETACHED SIDEWALK, 6' - - "'„ `^` �i2, m A9A �- POC I �' 0 4
0 00 00 ozo W a o� a K •1' ` 36�
--—^ BEHIND BACK OF CURB + + p5 C a.p r Ncmoi a Q�
h
047 AC - - r 0 'M Y ` P/ B /o,• P ^7n CC
i
c I- n n a K 3 f+ ^ ^ i I a x x x ,•i N o 0 25 50 100CC
m o II Ji ^c LOT2 9L + a' ri i �i > o C x y< + LOT13
i
m I a IA•F1 u W o,JI`+0.42AC o �` + + i - \ r i m, m .t z •r \ \P/�C 3 h o o` Q42 AC I SCa16 1n Feet f>-I Z
M I c OA1 AC
c> Io - m GI A +H In v1 rn N N \ 664,30 h� m ♦--i
\ } + + + +Imo-•+ N 0• i i G N T K N O F- O = y •P/TL` .` V \ \4` _ / 1•�1 Y••1
---- ---- — -- ———— __— '� �� x n�i n�r 3 i N�1- �• o r 366.. —__ ___
i, ,o i% coi zse2127
N
N NWTWJ ^U^=3 +m ^ ^—3 G •4D `' v 02/27I06.REV.PER DEO COMMENTS w y
tQh G N N c� 04111106,REV.-REDESIGN PER CITY H
1 ..._. i+ J 2+ 73 ":..., C�• \�+ >>`< i ~.4,� _`O ci O / .: p W 23+ PARTwL RENEW
PI �\ P +� 05108106,REV.-PER CITY I.r
- 4 PI .'. a r +6� 3'c4i IM m�<„ y 366'4 4" PI CI]
$S _ i d�\ �6 y,0 r>��JL m �'JH�� =W�•1c MT WIEW 05C/26/�REV.-PER CITY h
\ N 7> UO��y r
W i ,.•YN d� rN Jp ✓�� r O W h ? h•.�. •y Ey:.. DEO COA4 ENTS E"1 O
LOT 24 rd oy J y 6 d i•'�s m r� N yw^\ti Q. C�q 10T 1\ \` __—— —————— 06/05/06.REV-PER CITY COMMENTS
4"1 W
\}I` r •:..i.' I 0.40AC -M� .4•c� ya`Jh �y �+ 0.48AC
_ T_ o'> n moo. id >>dd � ` m� 3 A�\z N
JI$ ,°n.3 r'5 At! o�oma� ^�4,'' oo vim. h•y� �h 4ip BLOCK LOT2
m I I K Jm g s ,a t °�YN h x- ro "T hW w Rho Q'r �:• J ,.. u owcx G. BURKEIT
x'V P �+ O 3 4 Oro ti m
!d I I 8 r for 'ram ><y N �-� Mdy hQ ly aiW� Q57 AC n +e
v 039 Q31 AC 034 x ZO i v i LOT2 b x ��'v y
0o i x CONST. 10'WIDE s y o. $iOLOT
` c�'� ��? M y r~3\�' o ono a¢ c W`—' oawH J. SKEEN
o o'. Y✓�j y> 437 AC h t 4 u
z W c N IbJ' DETACHED CONCRETE �'dpy,1 :r GK 1 3`h" ,•�h ti W u i x '• W
c+ SIDEWALK, 6' BEHIND N .-o z o,� o h� "� "'h`"v h c+r,` >
N W N? BACK OF CURB Jt� �' r Z �'.�¢• 0 2y ro' Zr p W3 0 z `�I�' Z zoo y lr wic JAN.30 2006
U., � O - ?= NV6 •f �= Gym U^ 03} \
zProject oject Bench Mark 3= `�= e v?m m'^m �d 'r 15+77.20,70' LT. 'v t h� r'¢� , `•'m 1 W>Z f'
2M3. 'v �' ro nr yl •N O -> W F W @�*"" scut SHOWN
,W Jy •N r N -r '� CENTER OF 43' RADIUS m F m r N2.
1"i o> TWIN FALLS BENCH MW NUMBER 4049-3079 ,^ o �n n s M m< M=
,^z e w ^N i ,Y.l i I=-• +o I.+i�^ M N = owc.do.40405mstr
W< ELEVATION=3680.75 N.SIDE OF CANOLERIDGE
U AT THE IA ERSEC71ON WITH MTN.NEW DR. �+4 i N zo rN+i z n
3 N� p erg q M M
M^ M^
NN ^ 00
1� n nn iOb bb iOb ,O tD i0 mm ,vm ,O mm
.....e -.�1p .....,p
.....n,O. .MM MM - MM MM M,.1 MM M
KMJI _ fR'J KJ rJ ~J KJ CJ K K �J KJ KJ ��
KJ KJ KJ j C� - KJ KJ CJ J CJ 1' OC - m m
mF
. ,11,A SS ,/OjN SO yOj YOf 00 NN SO N p0 N 8 SM SS NN SS ON SS NN S .... S _ ,rl,l1 SO SO
.......+ ........++.......++...... #+.......++.......++.. ..++.. ..++ ..# + ..+ ..++.. ..++ ..t+.... ..++..
3680
3680
� "
X ........ .... .. .
{ .. tOP;_ X ... .... a EXISTING GR E o a d -
..... .... .... '�£'__1.6 T$8L AT CENTERU E t- 3675
3675
. '— -- DESIGN G E FOR TOP : o S io co - .. ..
VERTICAL C RB .. . a0
.. .. -^-'----- .. -�-m
- DESIGN GRAD FOR TOP ^
ROLLED CURB LEFT 3670
267 L.f. .B. - 8":WATER MAIN :SLOPE - : °C ,D,6
3670 CON T. : °.� ++
r c e : .. .._. ONST.'391.L...OF 8".SE ..:... ...:... _ .. .:... 5 .... ....... ...... ...,...
... .. ..
. ......... n...;.�.� N.... ....... 5%LT. 4 R Z 3665
NST. 112 L.F
D;
3665 - ^ 'o'F e _ N '2.0%LT. 4 T....:. FI .....
m ze a M W z ... ... ... ..... ...... .... ^. ....Y.. .M.�. ._...... �.n...^ ........ ... .. .... .. t 238 L.F. .. ... ... �8"WATER:MAIN
F 8`SEWER S= 1.19X Li. 3660
3660 ORTHEAST SE ER PROJECT .
....... ..... ....... ..... ..... i TO A ... XISTING..
'�• ... S RMDR N4 FOR ONECT SYSTEM
TO
o w Iri C C N v uYi ...:... ..:a. r - o:�.. c �. ....... ....... :.N N ... ... ..._... CITY EWER SYSTEM
d.
... .... ... .o 000.... .... as S.m .-E..-m t^ :o : 3655
+ i- M M M M "CONST. 137 L.F. OF ' SEWER
3655 -
.rn^r,N
�r .mown
Di ODi : : iA� im�pp
n>M�M�
..... ._.�.o�`,R `iPi....... ....... .... ... �= n u M n.m : ^N rn u� : - iD �u e N '°vvi•v�n m,D m <�< : 3650
OZ�'ll 11 II } -N, WW ^Y ^'^ '. : : fON IWW ♦N 1 W ,O -M Yf � I� Y,�O � b M O mM NM '
•W ^NWZz 1^+OZ +Z — 0.d iC mutD OZ� MMMM
^UK VIZ �UYfI1Z C . D.� .N !- . MMM 20W.
>
m..,m.,;3 viz ...... ..... _.... ...... ...... .; ...
.. .... _ : m o no 3645
^Z M^ 7n iD Nj 7 1 11 I io°^
- KMM MM MN � W MM qin!-N .bm11WW M� I
+. g f:J y y. ...... ........ ni J>» ... ...... ....
+Z Z O^N :+Z W + �. I•=.HI HORIZ
.. _ NN NVKVIe .NUKNZ '•'N62.ui32 I'=ST�'RT
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
-4
CENTER LINE CURVE TABLE AS BUILT z
Cur*# DELTA R ARC LC T LCB !J. 5 s OS--26-OS
CL2 2-30'00"100.00'39.27' 39.02' 19.89' S79-05-47-W J V)0.
i m�N a'tj C<N L \
UpJyS U OJ4 UpJyJ K
p W_U p W U p W_U c 0
>
y � J�O i�Jy10 ..J NJMO [LL'
-Ltr _ �_ �q q W
JW \
aFN WYI� o N� VI <WY II CI 1VV1VVI/1����1 Nn F<-Ia�
ZF> Z~ \4J `O Z\S =b N >
�JmOpwO W K i-N� W xv J \- 1K-x =p =U'm x"I. JM �r W
ppp inm QU b3r wOVN1Z iNw :,2 15 ��0 w (NA <4 L _5U N4,i ��O U'
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-
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Vlri-� 3 inZ UYI`2 +Y }cp•� S N_S }uJ yN� ilf'� }b.J O }T }oDv rN
WW" N4 .N- 2 N < SOW
•L.h S F.W N a0�1 ^Ip> O- WTI
431 AC �p z J 131R'SD 1 ��� I-n�
Nzm� " I M +zrcaa 110AC ^mca
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s a, AB A8. ��— —+U---- — N AB. --------- ------- — ^AB.
I
c)
+m
6" PI 12Q PI 12 SD 6„ PI Z p
-A SOUTH TEMP6 DRIVE 8,w - - - 41 Q- 4 0 25 50 100 W
8' W" OUTH TEMP�DRIVE a"
W a w Scale In Feet a E"I
PITC 366917 PITC 3668.11 c� PITC 3657.95 TC 36————PI — 66.90 •PITC 3666.74
cv,
B�OLOT 4 \ F\'( 3613`g / LOT
0.40 A I I O29 AC 0 AC6 L(7f 9 LOT 8 --- 1--- a W n 0022127106.REV PER DEO COMMENTS [~ a
C I I 029 AC 029 AC I I032 AC I 04111106,REV REDEAGN PER CITY
OAf AC I I CONST. 5'WIDE b PApTME REVIEW
BLpGK 1 DETACHED SIDEWALK, 6 W�OCK I I DET HED SIIDEWALK, 6 •gyOGK 1 i - ( BtiOCK x '^,� I OS/OB/06,REV.-PER CRY E1 �
\ BEHIND BACK OF CURB I$ COMMENTS UD
CONST. 5'WIDE BEHIND BACK OF CURB m CG' b b EXISTING 10"TILEDRAIN b a 05/16/06,REV.-PER CRY k 0 0
DETACHED SIDEWALK, 6' M o +3 DEG COMMENTS O O Z
BEHIND BACK OF CURB °D °u INVERT ELEVATION=60.13 ao z b
C/] w W
W 3 Y M q;X Y5� Y Y m;Y a pm W m 06/05/06,REV.-PER CITY COMMENTS
y!j(((rppp�l j UO j VI F K m 4 O U U N SfNIP N'PROrED
O•^- A� N ?^N _FJ� O� N =^� _ <�m> ON 1�/1 S:^H �.� < �4 �+
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JAM.30 2006
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N 3 W N S M N N N N W
rm.40405mstr
yYjN N Y O m iA M A f� r N
T b b b b tCpp N In0 I^p N Ib0 IO Ibp � b b
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J H H H H r 1.- r
4 4 - 4
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3680 3680
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3675 >,bn mm io m ci 3675
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....... ....... _ EXISTING... ...... .o.+...... +.+..... ...:... ....:.... .e m "NE
DESMN GR DE FOR TOP ++ +3670 -0L . 100'VERi : AT CENTERU E : VERTICAL R9 RT. do LT. : ^ : vi a3670
. LT. .RT.. FILLaa...FILL... .... ... .. .. ..... II. .. ....... ... .... .... ....... ....... ...L. 6"WAT R MAIN I I RT:3665 r c>.. _ WATER WIN - : - 3665
I 5 F. I CONST. 276
J J OF 8�SEWER I CONST. ill L.F.OF 8" EWERt I = +0.41%AB —
S - SLOPE __ ————— ——— ....... ....... ...... ....... ..... ..
"1.86 __ ——�"�— . 43 L.F.OF 12 RM N
3660 o o - AB - SLOPE=+0.40 EXISTING 10"TILE - 3660
DRAIN 0 CE ERUNE.
:. .: ....:... ......... ....:.... .. .: .. :... - .: :... .:... ..:. ....... ....... -...... ..... ....... ...... ....... ...:... :... .....
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3655 n Y rn b 3655
N�YIp� bblOu N mm � m�VW bib �K p
Sbbb � MMMM pYf MMMM H�M J� J N
MMMM Ip
N M ZNlpb - VI N Z�^JM M�
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10+00 it+D0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
e a
CENTER LINE CURVE TABLE m
AS-BUILT � W
urve C & DELTA R ARC LC T LC8 C Z
LOT1z I 08-26-08 3
033AC I I 2725'13"100.00'39.13' 38.88' 19.82" N78'26'37
TMCFA
039 AC
BLOCK 4 / \ / \ / \ I j
Br,
I I
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9• \� � 4/ LOT LOTS \\ 1\ Lanz �� x> I z
o.6oz tea/ 310� \ 032,�m 0.32AC \ LaTB ;om \\ � �/ aaAC iM zIJ< i
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h v. / S ...4/ o r 2 0.48AC I ( N o W o 1 w I Q o OMAC ; Q vo z�n�=
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- Ca PI C 3660.75 Q
,olo�,'l..hQ :.� 8 W 8 W Q I'�
lOA0TA�3Jo $ro= M 1M 1 17+ 18t t9t _ _ ZM _ yr 0 25 50 100 C/]
yh�3 ��• �32J�� / �/ NORT�� TEMPLE W I PI C 3661.15 Scale In Feet Z
h:2 ti*ryoo / 4 d Y AS.117+41.45,rAovX) 40' RT.� CONST. 5'WIDE A6 a E"1 a
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dr i�z l-looN� F� ��o� �za mil c�i�x •J mg � J�m mo Ed�< F:N �W�z< _5
z in 3 in z'vl lxl--o J i z z In uo o &i w o J z }x-3 in i in c� x 3 11
n o no 0 ocslcw C. BURKE77
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MZ ^UWvS <y « VY YHiO aYOI R'� +Z Smb yyU 1- WU H HW^ MC MW: ���U WU� 4y Oy YIY iO (AdU 14
OF- �mS m,p.-� rj� OYO Y ♦�v Y YHtO YIW-'� 6.
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}WO\NK MO ✓+l��w+1C^mv YO yy l(+j<m JS +Z �mx +� }uD`-� +YD� W. }Z
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c�W i ^ ^ ^ .0. ^ �'o oup srrac SHOWN
INTERSECTION STATION 14+57.46, 12.5 LT., INSTALL c i coi Y H W ci ,rmi
NORTH TEMPLE 13+30.43 SADDLE TAP W/6" GATE VALVE,AB. y y \ ? o+o \vyi o
CUL-DE-SAC 10+00.00 STUB OUT 6" FIRE LINE TO 21.5' RT.
3; 1. 3 3<R owc.ro.40405mstr
m Y n N Y y I�
�M Y b - b fp ^ �O ,p O O � - •- �: - N N b N
MM M M M M M M M M M M M M M
KJ J J
J J J J J J J J J J J J J J J
SO M'O
Y H VYl O d n iv +f Y N i UO 1 N S UO S : S N S U VO S
3680 m�'o^. .m yY:�.'a y .ems +' > a > + + > a + + + + + > a > +' - : 3680
M i,1 V U O lo-
+ : : + + �• : : } + : +
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M M K J-J JJ 000 J-�c0 w w W Mby ;M m �H m : mdig
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3670 a o o a. J z M ✓refl s rn'ro 3670
W Y N N
- ..
a+D N
3665 - c+1.38%RT' S ^U m 31.i DESIGN GRAD FOR TOP - 3665
VERTICAL CU B RT. k Li. E%ISTING BADE - a -
SLOP=+0.50%LT. ...JI -1• -1.90X 106'VERTCAL CURVE _ AT CENT LINE
....... .. .. ...INSTALL IS",I ORA _ .: ... 100' VER ICAL CURVE _
- SLO E=-O.58X LT. �RT.-PIPE IN DRY.WELL, .] ...1 'VER ICAL CURVE .SLOPE=+O. X'LT-.'@ RT: .... .... .... .SLT.3 .R .... .. ...... .... ... ..... ...
0
1 OOX =-1.OG
3660 LL IN EL.=59.00 ILL - .I _ 777 .FILL I S=-1.73X
3660
- OP POND - - _ - ---_
659.00 INSTA 12" RF. I 1 - a.0- �__ _ -_- NP,T�2§,4_&,. P"o - --_
] CONST. 12 L_F. -.{{hI}} -
..... .. ..... ....... .... ....... PIPE.I..DRYW LL,.. .I .Ti1g4�F. ......._. Cgfig-_74F .+.,$�EINEB -.-..T R_--.J:J,-_.-:.+- SLOPE- ..... U ..... ...:.. ...:... .. ..
INV.I L.=57.0 rlu
_ SEWER- _-TJOPE= Am—
Li
: +0 SO%AB.. ... _ .. ...._... .... ....... ....
0.45X A8 + .40%AB
3655 - SLOPE= - - - 3655
- CON
Arm rmIT_ N 1
.... ..CONST: 120 L.F.;... :. - - .. EXISTING E I TILE DRAIN.0 m m m m.. .. .... ...:... ...:.. ...:... ...:... ...:... .:... ... ...:... ....
..IIIII II IIIIIIIIiIllll ill I II i � ❑+ �-�. � CENTERLINE I V. EL.=3654.
3650 � IN '^.O'�.9 1 : 3650
z o BOUGH OF D YWELL : r O z. n _ n y l�rl vri a - ,1O,1:n n n.
0 - •N 5.o '�"'�
Fo ._ INS LL 18" PERF. z MNy^ ^m.m _ "M"^M 'Y m 5-o xz
:..PIP INDRYWELL. _�ooM z.. M
EL.=51.46 �'co yo�jyin< r 1 ':
3645 POD , NF�b - pM,NS 'y �'yOI1N< IIMby.tk
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WO .+yI1ZyJj W'C ^7 11,.1111. ^Z I,myII IIWO SU�II. ,rS�IlN uy W: 'N ww
l-Mw MOM yllZa<..YZW . Yyll myIlWwW mZWZZW W:O JI.>>
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C+DUCVI O+iUPm.. _Z. -}ZZ WK UC LJi.VI'� 2,y Z.=Z n-Nw Z_Z�'UK3VIZy. yV02. .+2 Z?cZZ_ ... +Z Z.I..Z _
+i - -o- o n +-Mom 'y 0..r m 3i z l.i �co.>83z !"=50HOR7Z
^Uz ^clm3:zw oz3ui l.i -
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
RTC-f.1
_ r + 69+ + 55+ 56+ 57+ T�
8° PI 8" pl 8" PI AS-BUILT c 2
8" SS
08-26-08 g
--3667 --------- ------ --------- yj a
---- 12" SD 6) m
0
I 13 I 1 [ W
7RACrA ,.offs , rY0 ?l m ff
37.25'RT i 1 BOTTOM OF POND I LOT I LOT3 LOfb W N
91000 sp
1 pp ,SD TOP POND ;I - w
EL=3659.00 i i �I r w
ExISTING 18— r--' I y. I \ z
��— 8"THICK CONCRETE WALLS,WITH /4 I I _ �. w
IlRMDRA�-- REBAR AT 12" O ALL 4TERR BOTH WAYS, I ALLS _ -- LOT 12 j I BLOCK 4
45.25'RT TYPICAL 0 25 50 100
B 4 I f Scale In Feet o
LOT 5
OVERFLOW TO LOTIt / A / N =„ Id1Tt y^ 1 , ORIGINAL RETENTION VOLUME REQUIRED = 81,979 CF o 'Z
12" THICK CONCRETE LID,WITH 5 INSTALL STANDARD MANHOLE _ TRACT A / w k' o to �b e" O
'� RINGS AND COVER PER TWIN RIM-3664.25 I �.' I / a I'I:,hQT q' LOT4 EL 3654.50 AREA= 11,905 SF x 7.75' DEEP = 92.264 CF DRYWELL I-....I
REBAR AT 8"ON CENTER BOTH WAYS I zIn
FALLS STANDARD DRAWING M-4 y' vcT` Or o W 4p ,y 92,264CF x 40% = 36,905 CF STORMWATER(LOT2, BLOCKI) �-+
o� I I —+
DRILL I"B o ^y�? I QF o yo �. EL. 3657.75 AREA= 18,487 SF x 2.5' DEEP = 46,217 CF STORMWATER (TRACT A) W
AIR VENT INSTALL " r n� 1 y v 3 I I TOTAL RETENTION PROVIDED =83,122 CF
90' ELBOW i STALL I �• $ ^' ro�+� \ " � ,�. 1 + 3 1 W Q
y 0 18" OUTLET ELBOW I ,,� ya'y',;� _ \ ,.� I '. I STORMWAT x
INSTALL(2) 18"0 TO DRYWELL OU TO DRYWELL .a o \.' II" �'u a - ER CALCULATIONS
INV 3658.0 w - _ �— ------ --------- NTS to
45' ELBOWS ^MW $� 8 '-
INV 656.0. - I yQ? E-
LOT 10 SS=
`J .` ncHsxms EW-+
EXISTING 18 f/ EXI IS�NG 18" 0 �I v
STORMDRAIN_ a. EXISTING INV INLET EXISTING INYa,�J _ I W,?�, / '•�/ Al
OUT T 3651.29 INV 3651.39 IN 365�1.39 �•- - - x Z
BOTTOM OF BOX 3650.0 I ?_? / _ 4/ --- -- - -- --
8" THICK CONCRETE FLOOR, WITH /4 I / :Q .♦tip d Q �+ Z
REBAR AT 12"ON CENTER BOTH WAYS i / a ,•.; �/d 7 Z w W
SAND AND GREASE TRAP 1 / �% +
NTS
LOT9 c$ I
I ✓ yo\Y \> i 8 z+$ I — G. BURKETT
�114
oluYr J. SKEEN
EXST. 12"STORMDRAIN c�1•i M y 11 M N z w✓� I� n y LOT dae 517107
I -♦+� I LINE TO BE RELOCATED N i, F o f WT2 1 Y o'�
/ EXST.STORMDRAIN vi o N W "t rn
I MANHOLE CATCH BASIN x i M i T r i o A' V� sr.,' SHOWN
f GRATE EL.=64.30 +x v n +W x M
Ina N. INV. EL.61.4 PLUG —
z N.E. INV. L.61 45 ) — v+i<m °'"'�N0 40405mstrPOND
^m : c M m
YM + 6.
M
3675 3675
.:... ..:... ....:... ..:... .. ...:.... ....:.... ....:.... ....:...$g .. ... :.... ...:... ... :.. ...:... ......... ......... ......... ......... ........ ....:.... ...:.... ....:... ...-.... ...:... ..
3665 =+1.38%RT. - S -
3665
WLE DR.TUC
SLOP=+0.50�%LT -f• LL �'t.9 Ioo. E
R7.... .... RT. AL CURVE.. .......RATE ... ...... ..SLO E=-0.58%LT.@ RT. ........
- — GRATE E.=5.# 1 VERTICAL CURVE
3660 —.-- — _ 3660
OP POND CHENEY . TBC ——— L.3659.50 -
659.00 .
L. L.
BOTTOM POND 3656.50 I I _u
3655 CO 5 250 L.F., 12" StOND
1+ _ 3655
1:1 TA ER EXST. 95 L.
11 : Ir y SIDES OPE
i :L.F., 1 I
EX- 112 1.F.�78".. ...E ST RM�D IN....... ...S_+0�.4 ...... ..i...
AIN
3650 — MPL 3650
3645 �i 3645
M d.
K NS M4nOM HN ... 'MbNO N
. .. ....... .. ... .. .. ...... .. ..... :O Cp + m.110 .... ....... ..... ..... .. .. ....... .._ _ ..... .. .. ...
in Vf MH F x- - ~UmN i OM. KQI II _MN�wM mU,O N'
3640 u u ,n ,.M vi r n u �,o p. a r m,o. : 3640
c> a vo x In,,; ,o
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m� x O�OW In v+N OCO>.
m c0io�Iri : }zoo's: Hw&li Eli I"=VHORIZ
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8+00 9+00 10+00 11+00 12+00 13+00 14-00 15+00
IV"-6.2
AS-BUILT W
08-26-08 —` 5
a
y N
n
RETAIN EXISTING SEEPAGE DRAIN C w
ul ° �>
C j
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LOT22 F+(1AA
WT 21 J :-I I M n 3 Q31 AC m ^ LOT21 9� I u v' o w
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Isrcm .o a,l - I LOT 1 g + + `I' 057 AC2
I �o O.OAC a +m m.+ n J�_ t' — u Q I + - owl I�afar.p !� � p oo' I aIJ — K I _ z
.- f II O rm W + O or m i' W
WI J r Fe / + 9L v+ + o Y + CONST 5'WIDE + I + of I : —+.- ATTAC ED SIDEWALK
A I - 12+04.36, 6' LT. ` C)
04 TRC EL.=3660.48 i CI1
42+PI _ r I LOT 2 I w
INC CIRCLE I 431AC a 4 w t+ t 4-W------a. �-
75.81 '...'
CONST. 'WIDE 'n a Qr�; °' / ATTACHED SIDEWALK
�� I I Nm LOT 3 I 96
0 25 50 100
n• .o ^ N J_ ATTACH SIDEWALK N J I u: W — n l'? g c m y 0.NAC r.a
`� Scale In Feet � z
+W - vi 'm°o°• "N'3 u"'i + N + 'u(r_ `ZF1 I I 'd l J LOT 4 + lb"l N n Y o n +
I .^ inn N n op + W W + +LOTH "'I a .'"� : I 1 I g 032AC n ao na I o E�
IAit6 ti I
LOT20 .• ou g N LOT 19 m o W 1 O 029AC c I I 0CK + I f uv sags
. BL 02/27/06,REY.PER OEO COMNENIS •,,y
o I 032Ac i S" •+� F N 025AC + + 0�. + ' I =a =a "- 04111106,REV-RE0ES0N PER atY
+ti + + PARTAL RENEW a
o� o
Y ^ S 05/06/06,REV.-PER cm x
N Y Y + N COMMENTS
=m Y i 1`• J J 1 map M N = 05/26/06,REV.-PER CRY& z
rn 06105106,REV.-PER CRY COMMENTS F-,
W o J y m<F x O 8 c Z OEO COMMENTS W W W
N ♦m Zm N�m •M ZpOp��rt VI p�N M O9M N <ap 1+V
Z� N N Z^F —xU' N yW,�•- G O^ N JmV
�J N M FJ JM F^ Z Z x0
coi V' io 7 i,`On S� L prsicx G. BURKE7T
o to ca O
3Uo M
M; t O W W N N,p^ :lf m W (4
mm mm V1 '^ Wt/l�� g Zp� c.��x o Y � o in 1(((("���� 1 Zt� auww J.SKEEN
+W +J UQY O�j OS O�� O '"+' 1�.+2N WU UY ^ VWN �U .
w JAN 30 2006
SHOWN
al..i nor yA.�UP'1'
o la.40405mstr
n
O
M.. _ O N _ .� N : MOM ttMDD ~ajMM MMUUm�'G
+ + + - + +�� + 3670
3680 o� aaaa aaa
Z J
.. ._ .. _ .
YD W mmmm m aDm—m m
EXISTING GRADAT
- CENTERLINE 3665
3675
.N
O O r
_.. :... :.. :... ...:... .. •08%CT.,4 R .... '_._..... ... ... ..... AXL .. ... E ._... ...... ....... ....... ... .... ....... .....
p 0 0 o XISTING. AT
z g.. 1 � ENT RUNE
FILL SLOPE❑-1.SX
3670 11111A _ 3660
T' 336'L.f. 8 SfWER _ : ..
. ' 8%RT.: CONST. 145 Lf., 8" EWER
. ... SLOP ...... ....:.... ........ ....... ..:... .... _ .:... ...:... ...:... ....... ....._ ...... .... ..
..... ........ ....... ....:... .:.... .....,... ...... ... ... ....... ..... LOPE .....
1.91 A8 - 3655
3665
EXI ING 10"TILE
- 6"'WATER MAIN � � � � �'DR 'O�CENTERLI E-
. "WA ER MAIN INV. EL.=3654.04
3650
3660
m m
3645
3655
tn0 fn0 _ ,Op b,p H<ti MM Z
�... ..
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NN4N2 $2 iOV M -
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O31
KZ : �K:VIW : : : OK31 ZW
.. .
9+00 10+GO 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00
RD^7
AS-BUILT W
10+05, 49.75' LT., INSTALL
9+89, 33.75' LT., INSTALL 45" FHYD FLANGE EL. =3674.22 Z
ELBOW W/THRUST BLOCK 9+89, 11' RT., INSTALL INTERSECTION STATION m INTERSECTION STATION 08-26-08 g
SEWER MAIN 10+00.00 SEWER MAIN 14+59.59
r o 6x6x6 TEE W/THRUST BLOCK SOUTH TEMPLE 14+06.42 �yO CK\ LOT2 N�n NORTH TEMPLE 14+73.84 BLO a
&(1)6" R.W. GATE VALVE 431 AC K 4 1
-----_--_a2ti.---_---- — ------id: LOTS J I [ 0
C
•' _v= N J n M n �I SSA F 8�55
1 Jai m^ r^ g W I 15"sD 1 s"so I o32nc �;i; Y m J i •�p
LOT 14 3 3 LOT 15 LOT 16 3 w vn ^ ev LOT 6 C 0
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n ,, rM m MCI I <o I - ^ ,,, a 0.44 AC
o n� z~ ,o N Nm +ci _u N
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WATER LINE—NONPOTABLE WATER LINE CROSSING NOTE r-I11L WMr wr 0°�IZ•SIRRuw s SOP IFE°0 a-10V r-u f
AD SOP
/ @NVired Ma do Separations:Per dAAPA 58.01.08-Waho Rules far Public Drinkrg Water Syskms. tls' B y y 61mE 0 o'-s' tl-Y r-t!f'(UE 1) tl-5•
Water and non-potable wafer mans shall be separated by a Mri2oMol distance of no less than ten(10) tl r-i lf'(WE I)
-5' 0
feet In any instance where such separation L trot achiewbM,He fallowing ataldams shall be met A rgmf ND sFA C Y-7>f' p'-Y 7-7 4'(MIME I) tla' 0
+the water and non-patebk water mains shall be separated by at Mast six(6)horizontal leaf Y-7 K'pWE Q tl-Y to D J V
measured bXwan the outside rods of the pipes,ad fhe sewer main shad be conslr.1ad to eater tl-$• r^ IriRN TaR
ti n
main standards j C lJ a
+the hater main shad be o minimum of eighteen(18)inches above the sewer main.
The requirernents far vertical separation of water and Sawa mans are as folWms: &67A0 FL 62W a am 3 IrOj
+At any point where the ran-potable water and toter mans cross.fhry shill be separated by a IC Pit spa 9 SfNDYP U)F)<
vertical distance d a less than eighteen(18)incbes. A, 12•SDR.N rac+nM
+At any pant whore the non-pot"Inter rrlaln crosses above the water man,the marl-potable SIX
N N 0 n E
D ow Mpg aAIR ND SEE D U'-0• 0•-81 15 Nuts N Ir L � a)E.
water man shad be supported to prevent Selling. a Map 5e p'•. NIRR 71aR NAry L O 5pp W -� rIc QC.BOIN MYS
+At any pant ahem the em-potabk water and voter mains cross,the water main shad be centered - E OHffraw aPE fMra INLS 0 0<v q
at the crossing so that the tents Sit be an equal distance as for as possible fram the non-potabk tY sit J5 ors W IY a' k k RVIY laA7pN
water main. Q W AND SFA. 0.aC.an an Z Meal CaRNDE amen ma r-1' 1C RC atwnM Y-r (5 sews•11' �Q Q E
OWN No FOR SORE (NyR Aar sA O.G.Bap wen
+N the water main is below the ran-potoWe eater main,the non-ppootable water man shop be constructed m..Y IY sex 30 �` W-0 u
of materials c000rming to water main standards if the eighteen(18)kch vertical separation can rat IWLS IfaER RRR X'
be maintained Gram hi amrt "�}W SO E
MIER RMr age Rau
All other pipednes which carry non-potable liquids shell meet the ndnamen separation requirements listed above. C J Ul a o
I
M b a 12'sail PWES a N lei 5200 0 Q r Q
I A B fill C �`�w
No
n-potable I o'-Y 110-20
W-6lE MNE(Mlle 1) D'-3' e a V Ma DM s•a It.WAR P+P) �W(Z z a
6 R+ 6•a)t'aE4L(W) AY-3 W(MIME 1)PotableSECTION A—A M•-1 IF
ci FOUNDATION PLAN VIEW SECTION B—B SECTION C—C W
Zone 1 F{aN 2) Zone 3 I
VER V SAPARATNNJ REOLRREYENIS HOR17IX4fAL SEPARATION RFOIFMFMFNTS $• )f•
Zone 1:A)Water and NPNL must be separated by at Zoa 1:No specLl requirements. ovoot
least 18inches. Zone 1:A)Wakr and NPWL separated by at Last 6 feet t Yx21 Nend B)One full.uncut length of wafer pipe must be at outside tulle. aroO�y-RnW MD 5FAcentered aver the crossing sot that the is lJ �1ftl-z•
tom led B)Wafer at kart I8 irahes higher L elevationare asfor as posaDk from the WK. than the NPWL.Zone 2:A)Oa full,uncut Lrght of eater Pipe must beAM Either C)WK constructed to water main standards (NAISIG FORWRE
OMOEE NOM mET MIILS NOTEScentered over the crossing So the tarts are oral Preswe tested fa water tightness. J Y-Vm"asfa as possibie tram the non-potable a D)The Worsen shad be peeved with pT . ° Itl SIN O PVE I. 01OWL MIKE D1061M5 a RE CWRETE N4TER STOP"AREA ARE USUED TO ACIO)"TE main. cross 160 potble eater ppe ath Nils Ir IY MR 8 FIFE 34L31C BM CRIING 5�5 NO SHNI NW V/Rr FAOY IK OIF7StlNs S10SN. A 1611IM1 NML
sealed with I—Cm*or other rater IS Mrs W 1r THOWES5 OF 8'SHILL BE MURAdED.
And Either B)NPWL man must be constructed to wafer r �g Mrs
7 f seal.the soak shop be presare
man standards and pressure toted for gll MYis
water 60tress fa a fan'zadal dis(aae tested at 100 psi.
al 10 fat m both sides of crossing, or E)Site specific re tamements approved by DEQ. 0011 ONN KS a 52W AS-BUILT
6(� D T IT T�/+
or C)the mtemrN Ned be sleeved with pvc Zom 3:Not allowed. AS-B IJILI
class 160 Potable water pipe with ends Zone 4:Same re aiwemats as Zone 1 exc 08-Gept the WK �T6-0(7
p
seakd rith I—Coupler or other hater must also be supported abasn the crossing to A' � r aW IRSa(W) SECTION D-D
tight Seal.The seas and be pressure prevent se".
tested at 100 Psi. ME.3/1e•-I.4
Zorn 3:Sane rguirments es Zaa 2 except the NPWL Nofe:Sanitary sewer face males must hove Min.10 fat
must also be supported abee the crossing to honzadol separation and 18 inch afknl separation
prevent settling. Zane 2 arW Zone 3 Placements are rat allowed.
Zone 4:Same raquiaomts as Zane i except the NPWL PRESSURE IRRIGATION PUMP STATION FOUNDATION DETAIL ° Q
must also be supported above the cr— to
prevent settling. ; `a
a-1Ij' W Q
QUALITY CONTROL The PLC and operator interface shell provide,(et a mlrlanum)the Sowwg fuatlam: W m
DlsWar M stet.d Stl Parps J'R®IE/L1FA RIDI L E Z
The entire p+rap Salton and she central panel snarl be eeaipned.aeeanlbled,Programmed and .Display systems amount wish pesswaa probated ad Poor mn rol FlIIINF MET FROM WE 1%OAR 200 PFE f 12'Sea'�evil"a
tested by a etgN manufacturer,witltln Ns confirms of a UL catifled moulaaWna facility. Dt pi y any Null o..#Non oil tog fault with tare and Sete shoo ftWR toff.Sum PPE FF I6 49R Aar'.RSUOnua(r '^ U) O CO
FEIa elf WUS M BVt fNV11G V/
Pump St.Uon Skid S Enclosure Display Pneprgremma nablar A abed rouNnrec ''liar ntfal etarlwp,memlNN flN,power od°ga,and reeled RAPS RmNED)b SWUEN RIW Ir,LfiAEUIDa YYl O
after a system I" W svM AUTI.N am J LL Z U N
"The plop add aril appurtenances shah be Gearlerl b bae Seel and coated with a baked on -Allow use,W adjst apaatlrp variables and timing hxlcaare Such o low preserve,hnme �f MEim 12'SM 3$ IY tQ (n
powder coa6n0.The vamp atatlon anew be poSure Woad lain b coating.No wWdS g shall be pre—,low weer,eWrt up W—u s and romp We,and teeter!delaya I— J
perhor ad after the pump sletim Is powder coaled. �VFD hypos routine m Sow arrwgancy measures difere rail opentMam of Pars n re VFD PIaEE RME(3)Sw 4FAiM RWLS INN 36•SIFIl NIF Uj a
"The pump steton endaslm shall be coneWcfetl d minimum t4 ge,palranira0 sorrel.and fww4j sr selectable MIaD M 10 F(N11M N'PIAIE SOLL E f W91 wish aW Q
coped,M Relax RX700 polyur M fa males dw omNV. Canwrd d eukxatic valve suppyaq abke aaean.y.bm lr GABC M ALL SOES. Z
-Display d option,Such as Sow a a total flow 11UwE AMD IBGLL L MIR(0)J',B'lWl E HlW aERaIS t1 se,oar /E\ LL
VENTILATION FAN PNfls OWR MT MDL BR M111N 91V1 ff IB-'R-/ tlEWY6 SIJMM 5G4DI LISP PAML 9M1 E FlM114FD am""
Pan NN"'Was As V
The system"include a venMetirn fan(or tam)Nat WK adequately cod ad at the enclosed DISCONNECT SWITCH ;Y„ (NA'x Nn)SIFB Si FUl-0EPM lea SNIKM 000FT Maon � I� gCW N OFUL I. U Z
equipment during ndreme expected Seasonal mmPNaaaea. A m wll breaker diecanmct switch dent be In Warted into dal pap cased panel end shall be too Z
cattle IY MIT PIES MIN 2.1E81 STEENIG
QUALIFICATIONS the dleconnect meam for she eIpapmem. (00"SWl E S•btlm N WFOO?WI) W
OVERCURRENT PROTECTION
The VFD pump amtrd system shall be manufactured and installed by factory trained and The VFD Midge rectife s snet be protected from over cum d by approPrblely aced druim
certlfled tednYciane WIN a minimum of five years experience with similar matelkaona. breakers.Fuse are not acceptable. 8'200 P3 P(ESSNE RT im PFE
Rx1BB m r AVI IGUTFD N ODEY
Thar pump startler manufacturer Shall employ camfied Service technicians Nal are lady trained in THERMAL OVERLOAD 2'mml Fag WRE Is.
M SIR 11 NgE serail Y EIEC1Wal IENrt OMf)
W aapeds d service m she pump eletion,irldutlirg Me VFDASLC coned system,Naha not be In cased VFD failure,she pimp control peal sbeN include a megnaBc sifter,Stich oaNLb SDIfLT IRV UE SRI[IN A WSE7
aaoSplable b entitles,other tram she Para eon manufackuer,W be featured to_ke ten of a conbcer,circuit breaker,and tlawnuw overload,So Sat the motor may be opN9tetl
PIE59M:ROddAING WW
Put station or she canted system. acmes-NIe41re meraeNy mtll she VFD le repeYW or hopioad. R PEMD'f R6Ps
The Pump contra panel shall be manufactured by Precision Plrmlp"V Systems.Requaels for VOLTAGE N PHASE MONITORING
subsaasas must be submittad.in writing,m she angrier prior to She bar date. The Pump Cannot Panel Shall madb Incmlmg power and NAamabm*aemrwwcOm power PLAN VIEW
N It does rat'"I Specified aleada.A roam area contactor"commas the VFD.The system
PUMP CONTROL SYSTEM Shall he-ha an s amnatie na-start muter when she p awu nation to normal. AND"Rep
V41Ow MD M
The UL listed control panel sho include variable frequency alvM arvaba(VFD),and LyGNrNI Ni AND SURGE PROTECTION
pomrarnmable Wic controllers(PLC). The Pump Cmtrd Panel altar be OQUOPW with transient volege and surge amakars. 1.5•a SM 21 NME FpYL
91a31 gdrTr lK(slnr OF gat Frnsr Ru IIWE ew
The VFD pump coated peel sharp be manufactured and listed by a U1 50a Peel Slap The PRE-PROGRAMMED START43P ROUTINES Saw INl)BE smm TO1'a SFMtt ten'
1 1 4"x 1 i 4'x 3 I B" panel shell be UL labeled as and Industrial Central Farrel'.The pump torrs'd Panel The PLC shall be proWarnmed with vabus start-up mamas Net Met adfor delay,Ste strap, SM MIg16 IY I6ET 1IFE6
GRATED METAL LID Nall be aanplebly manufactured,mated end pr°grernmod prim W d"very m she pb alb.A and aaoeka of the pump to ease Nal--I-velocity and panes do nil damage an" a EAd DO NOT SCALE DRAWINGS
ANGLE IRON FRAME W/1/2" a,N sanamatia and pomp(,)nameplate mfomaaon shall be permNsrey affixed to Nw Wade OistribuMm system.TM Pmgrem shall W-krda inawduel martlres b heel etxlup,--W'M,
x 8"ANCHORS Ai EA MIDPoINi T I II d she control enxdoem. re-Stan ener a pave ouNg.,ere teeter!Sher a ay.lem bun.The mpNamr par be able as Mar a sRW CONORTiONSACTORANIA DIMENSALL IONS i
adjust tle mung of the nouMes via she operator trNrtace. a OAO THE JOB SITE AND NOTIFY THE
The VFD and a,eclaw alechical equipment shall be roomed m a UL Type 3R erl—oar ENGINEER OF ANY DIMENSIONAL
BOii F IN P X outdoor Iatatt"On,or UL type 12 enclosure for irdcor inetelletim.The alirg system ebeN HKN4 DISCHARGE PRESSURE BMNFCN 5'-0' i'-6' ERRORS,OMISSIONS,OR DIS-
ELEVATION PER PLAN .x prevent she VFD from reaching high ambient tertpereftree which will twee tmpeatlm faults Tbe pump system shall be equipped WIN a tNglwreawwe swum. CREPANCIES BEFORE BEGINNING
0000 or war ngs.The cooling system shall not allow duet adfor aid irnWe she punp mard panel. ORM
LOW WATER SHUTDOWN W "' WSM "B"W SEIP"It.
6" 2•-6" 6" WK
FIflNRaI SWAM sOahl Mnl d47aM 24, 6'Tao PS PAISUE MNAILYI PPE OR FABRICATING ANY WORK.
VARIABLE FREQUENCY DRIVES(VFD) The Pump control Peel ahsR include Real bminals for a law water Probe word rday.N fe Ir aRTlf RAMS aELT M NRROND BM (OSo 10 8'WM L001TfD N OpEY
I O'x I O'x2'DEEP DRYWELL SO. water level reaches,a raw level,ale antral relay will send a wgral m Nor PLC and SRI a raw, r wW EA MRN Red ORmA aw.ae
AROUND STRUCTURE PIPE INLET The VFDS shad be appropria sy waed to meet she FLA.full mad amps,mused by Ne pump water ahutalm .Trn araNm anall anam.aawv re°�I wrlm Nm wept NveN rewn m ralmr �
metor a stated on the motor narnsplate.Thar VFD"I be an AB8 ACS sate,rn—Aa Hued - e• 05/08/06,REV-PER CRY
3"DLA. WEEP HOLE W/DRAIN GRATE I FROM SYSTEM by ABB Indu6mal System,roc. JOCKEY PUMP Mrts COMMENTS
P
tretlal aleduP and callbnttim shall be performed by a Predaial Tbe system shah b Ants°fockey pmp.The jockey prop sheen be vadebe speed,ad oall be
umping Systems factory controlled by a s.parake VFD. 05126106,
BOTT OF BOX R P certified technician,which shall a,land the warm nN m the crowd Pahl fan c e year m three REV.-PER CITY h
year. N'RAIM RC 4MUf AlAO SE1L DIED COAIYENiS
AUTOMATIC SUCTION SCANTIER FILTER b L1'-0'W REM IRS iMM 06105106,REV.-PER CITY
The filter WWI be an Naiad SAF aubrmft auction Scanner We filter with a acmc mob ad RASE W MIL) COA1MEfN5
^a_ Gi PRESSURE TRANSDUCER electronic armed.No hydreullc mobs will be accepted.The metalled Mier shell tea as indkaed
on she drawling,and 0"be rated She RN Soar of NN°amp sWm. ELEVATION VIEW
2 C.Y. DRAINROCK REO'D. DD0 00 A stateless sad pmswm transducer Shad continually MOW system pressers.A alp mA or
1-1 Ov Signal slap be transmded W she VFD-she VFD Shall ream Scanning In pre-popaarntl
NOTE:ALL DRAINROCK TO BE 1" — 3" ensure. tl-r r e rr tl-r ME-y1r-r a
WASHED AGGREGATE. PROGRAMMABLE LOGIC CONTROLLER(PLC) PREREIRCATED VAMIKE SPEED Pula'STATION 4
The canted panel door shall Include a PLC with a aiglta operator int dace.The operator (POW R RE Mr OF ft FAus/ww PEAK)
STORMDRAIN OUTLET STRUCTURE I amerce shall have an alphannumerm display Man a min man d 64 manaaers.The operator �� _���(��a E���a._a� �—�,ya9�9 � %ra E MS
Interface Shall allow she used to make aaastrrent m she PLC Program too*,wittaut requkmp M I ash I I%'7M �SOb' X.SRB MTE G.BURKETT
N.T.S. any additional equipment,such as a laptop computer.The VFD consul keypad is not an
acceptable substitution for No digital opeab interlace. I=2SIG Ii MU ME HO all s 205'1M(4M/3)4 U75 I M 1P ( �1'dh BR'
wp5$'IrER SENT UFO(WW law — J.R.SKEFIN
The PLC shall be hilly programmed Prior to pump panel instalatlm.The technician Wafering WIWI)Alp(230/410/3""KEY �-,/� ox 2)
and programming tle PLC is to be factory tamed seed catifed by the PLC manufacturer. 1402 2'MVM"OM MILE
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- _ PRESSURE IRRIGATION PUMP STATION ASSEMBLY PLAN