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Home My WebLink AboutGolden Eagle 3 As-Builts Full Set ISSUED REVISED - - - J AS-CONSTRUCTED PLANS FOR: - PHEASANT ROAD C301 - - - - 122 123 124 125 126 127 128 129 130 — — — — ~ RETENTI aNpEIENTION Ic c e s 139 140 138 137 136 'Q 135 134 133 132 131 F I F — ARROW STREET -- ---J 41 H� I� P H A S E 1 AND 2 WATERLINE EXTENSION-REPLACEMENT - - z 96 '4 NTS w j a V & S LLC �Q 142 190 191 192 193 194 195 196 197 CONSTRUCTION DRAWINGS w oc 143 CD C 300 TITLE PAGE REVISED W n ss 66 67 166 �185 184 163 62 j j Z C 301 PHEASANT ROAD PLAN AND PROFILE STA 16+04.69 TO STA 26+21.77 SOUTH PARK AVE. 44 ;E o 19s 200 201 10 C 302 ARROW STREET PLAN AND PROFILE STA 10+00 TO STA 16+16.09 — — _ C 303 =EATHER AVENUE PLAN AND PROFILE STA 10+00 TO STA 19+36.46 145 O — FEATHER AVENUE x C3�3 I9 C 304 REVISED VIEW AVENUE PLAN AND PROFILE STA 10+00 TO STA 17+54.93 21 0 46 2O 0 C 3051 ARROW STREET PLAN LO a �-- --- --- - x - N AND PROFILE STA 17+62.12 TO STA 20+96.56 Nrs o 172 173 174 175 176 177 178 179 160 81� a�202�, I C 305-2 ARROW STREET PLAN AND PROFILE STA 14+85 TO STA 17+62.12 n o J P ASE 1 c�F PHASE I I C 305WL WATERLINE EXTENSION PLAN AND PROFILE STA 10+00 TO STA 15+33.43 w R R W R HARD DR 147 P ASE z I� PHASE z' C 306 FLINT STREET PLAN AND PROFILE STA 10+00 TO STA 15+33.43 0 0; 203 N C 307-1 GOLDEN EAGLE STREET PLAN AND PROFILE STA 28+20.57 TO STA 29+50.42 N 28w V'�Il 71 70 69 68 67 i66 65 164 63 62 46 N 'ti` W 204R, III C 307-2 GOLDEN EAGLE STREET PLAN AND PROFILE STA 25+59.23 TO STA 28+20,57 3 PHEASANT RD wa PHEasaNTRO. _ _ _ > 29 w 4 w w ;o C 308-1 REVISED HARRISON STREET SOUTH PLAN AND PROFILE STA 30+12.66 TO STA 36+56.23 BK. Ln .— VIEW AVENUE Q SOUTHWOOD W o 49 — a e "' C 308-2 REVISED HARRISON STREET SOUTH PLAN AND PROFILE STA 27+58.67 TO STA 30+12.66 < —L153 — C304 — I�; 4'205 �' C 317 MASTER UTILITY PLAN & DETAILS 3600NORTH ROA50 C 318 COPY OF THE FINAL PLAT OLD FILTER PLANT GOLPROJAGLEECBTo3 151 152154 155LE2 157 158 159 160 161 2os C 107B EX. SOUTHWOOD AVE. WATERLINE REPLACEMENT STA; 0+00 TO 6+31.41 PH PHASE z VICINITY MAP FUTURE FUTURE Nrs 207 BENCH MARK NOTE: NOTE: BENCH NUMBERNEAR THE SHEET & STREET INDEX 208 CCORNERMOFKVA ENCIA STREET2931 AND PHEASANT STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY HAS REVISED THE DEVELOPER PLANS TO INSTALL THE SANITARY SEWER AND ROAD.NW BOLT ON FIRE HYDRANT AT CITY IDAPA RULES GOVERNING DESIGN AND OPERATION of PUBLIC DRINKING PRESSURIZED NON-POTABLE IRRIGATION LINE WITH A 6' HORIZONTAL SPECIIFIC ELEVATION(3574.DATUM; 0 FORJue PROJECT WATER SYSTEMS SYS AND CENTRAL WASTE CE ID TREATMENT, COLLECTION FO SEPARATION ON THE SIDE OPPOSITE THE DOMESTIC WATER. THE AND REUSE SYSTEMS. PLEASE REFERENCE IDAPA 58.01.08.542.07.b FOR NOTE: THE PHASE BOUNDARY SHOWN ON THE PLAN AND PROFILE SHEETS WILL CONSTRUCTION; REQUIREMENTS REGARDING SEPARATION DISTANCES BETWEEN POTABLE SANITARY SEWER AND PRESSURIZED NON—POTABLE IRRIGATION SERVICE BE REVISED ON THE AS—CONSTRUCTED PLANS TO CONFORM WITH THE SHEET WATER SERVICE LINES AND NON—POTABLE WATER LINES, ALSO REVIEW LINES MAY BE INSTALLED N THE SAME TRENCH FROM THE MAIN LINE AND STREET INDEX As sFowN HEREON. ALL NUMBERING REVISIONS AND CHANCES, BEYOND THE INDIVIDUAL LOT PROPERTY LINE. THE CONTRACTOR SHOULD LEGEND SEE IRRIGATION AND SANITARY SEWER SERVICE TRENCH PER IDAHO REVIEW THE DETAILS SHOWN ON THE PLANS AND SPECIFICATIONS AND PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS sD-301 AND SD-302. THE CITY'S STANDARD DRAWINGS PRIOR TO STARTING CONSTRUCTION OF SD-30 THE MAIN LINE AND SERVICE LINES FOR THE SANITARY SEWER AND BOUNDARY LINE A 4" DIAMETER IRRIGATION PIPE SLEEVE IS REQUIRED FOR DRIVEWAY PRESSURIZED NON—POTABLE IRRIGATION SYSTEMS, DOMESTIC WATER —————— — PROPOSED & EXISTING EASEMENT LINE STORM WATER CATCH BASIN STD DWG CITY OF TWIN FALLS STANDARD DRAWING CROSSINGS ON PHEASANT ROAD FOR PLANTER STRIP IRRIGATION. SERVICES AND ROAD SECTIONS. - - LOT LINE AND RIGHTS OF WAY LINE pd NEW GATE VALVE UNLESS OTHERWISE NOTED LOT 198 WILL BE MAINTAINED BY THE DEVELOPER UNTIL THE TOTAL NOTE: ALL IRRIGATION WATER, DOMESTIC WATER AND SEWER LOT LINE GB GRADE BREAK TYP. TYPICAL DEVELOPMENT IS COMPLETED. AREA NOT USED FOR — . — — — EXISTING DITCH C/L CENTERLINE RETENTION-DETENTION POND WILL BE PLANTED To GRASS WITH A LINES INCLUDING SERVICES LINES SHALL CONFORM TO NEWEST B �' ® e PROPOSED WASTE WATER DRAIN LINE & MH Fc FINISHED GRADE SPRINKLER SYSTEM AND A TEMPORARY FENCE WILL ENCLOSE THE EDITION OF THE CITY OF TWIN FALLS STANDARD DRAWINGS AND TO TOP OF CURB INV INVERT OF PIPE TEMPORARY POND AREA. �5 s- EXISTING SANITARY SEWER LINE & MH RING MANHOLE LID FRAME SPECIFICATIONS AND THE NEWEST EDITION WITH CURRENT ® EXISTING GATE VALVE EXISTING WATER NOTE: AN 18—INCH WATER LINE WILL BE CONSTRUCTED IN 3600 NORTH CHANGES OF THE IDAHO STANDARDS FOR PUBLIC WORKS —W— —s—w— & GATE VALVE POWER POLE FL FLOW LINE ROAD FROM WASHINGTON STREET SOUTH TO HARRISON STREET SOUTH. $»ss a• 355--- PROPOSED SANITARY RY SEWER LINE & MH ce cnrcH enslN THIS 1s-INCH WATER LINE WILL BE CONSTRUCTED BY OTHERS. THE CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE ■ TELEPHONE RISER DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA ROCK PROPOSED WATER LINE & GATE VALVE W WATER LINE PROJECT AND PROJECT PLANS SHOW A 12—INCH WATER LINE IN — CONTOUR LINE ( INTERVAL) HARRISON STREET SOUTH AND WILL BE RETAINED AS SUCH. THE STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED _ 0-3700 BOREHOLE(EL.OF ROCK) VC VERTICAL CURVE SUBDIVISION WILL BE CONNECTED To THIS WATER LINE AND PORTIONS —CGI1 GI NEW GRAVITY IRRIGATION LINE BK BACK PVI PAINT OF VERTICAL INTERSECTION OF THE 12-INCH WATER LINE SHOWN ON THE PLANS. CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A — ——G1— — EXISTING GRAVITY IRRIGATION LINE SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE T T UNDERGROUND TELEPHONE CABLE AHD AHEAD LP LOW POINT ON VERTICAL CURVE A PRESSURIZED IRRIGATION PUMP STATION WILL BE CONSTRUCTED AT WATER SYSTEM INSTALLATION.—P P—— OVERHEAD POWER LINE STD STANDARD HP HIGH POINT ON VERTICAL CURVE THE LATERAL NORTH OF SUB, AND HARRISON STREET SOUTH . AN — P/L PROPERTY LINE 8—INCH PRESSURIZED IRRIGATION WATER LINE WILL BE INSTALLED IN —LNG—ENO — NATURAL GAS LINE SS DRAWING DIA DIAMETER HARRISON STREET SOUTH FROM THE LATERAL PUMP STATION TO ALL MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL SS SANITARY SEWER: SEWER SERVICE PROPOSED GROUND WATER DRAIN LINE 12" SUBDIVISION, BOTH THE PRESSURIZED IRRIGATION PUMP STATION AND CONFORM TO NEWEST EDTION OF THE CITY OF TWIN FALLS --» WS WATER SERVICE: WATER SURFACE R,RAD RADIUS 8-INCH IRRIGATION WATER LINE WILL BE CONSTRUCTED BY OTHERS. THIS —- - PROPOSED & EXISTING CENTERLINE STREET SUBDIVISION WILL BE CONNECTED To THE 8-INCH IRRIGATION WATER STANDARD DRAWINGS AND STANDARD SPECIFICATIONS AND THE -_____________ Ec EXISTING GROUND cv GATE VALVE(RESILIENT WEDGE) NEWEST EDITION OF THE I_DAHO STANDARDS FOR PUB WORKS --_--_-----__= EXISTING CURB,GUTTER & SIDEWALK LINE WITH PORTIONS OF THE 8—INCH IRRIGATION WATER LINE AS SHOWN NEW CURB,GUTTER & SIDEWALK BC BACK OF CURB TEE STANDARD 3—WAY WATER LINE INTERSECTION FITTING ON THESE PLANS CONSTRUCTION. CONTRACTOR SHALL UTILIZE THE MOR EXISTING FENCE EQ: EQUATION ELL ELBOW STRINGENT OF THE TWO REFERENCED STANDARDS AND FH FIRE HYDRANT ASSEMBLY PER STD DWG F-1 NOTE ALL ORIGINALLY DESIGNED 6" DIAMETER DOMESTIC POTABLE STA: STATION WATER LINES AS WERE SHOWN WITHIN THESE PLANS HAVE BEEN I I�`� NEW PRESSURE IRRIGATION LINE & GATE VALVE SPECIFICATIONS. El. ELEVATION CMP CORRUGATED METAL PIPE — —EP-—-EP—— EXISTING EDGE OF PAVEMENT PVC POLY VINYL CHLORIDE PIPE UP-SIZED TO AN 8° DIAMETER WATER LINE. DIRECTION OF FLOW SSMH SANITARY SEWER MANHOLE P.U.E. PUBLIC UTILITY EASEMENT VPC VERTICAL POINT OF CURVATURE 14 LOT NUMBER R RIGHT VPT VERTICAL POINT OF TANGENCY Q PROPOSED SANITARY SEWER MANHOLE I PRESSURE IRRIGATION (NEW) L LEFT DEVELOPER: EXISTING MANHOLE FC FACE OF CURB IRR IRRIGATION FIRE HYDRANT ASSEMBLY PER STD DWG F1 SDMH STORM DRAIN MANHOLE VG VALLEY GUTTER(4'WIDE UNLESS OTHERWISE NOTED) V & S LLC PER STD DWG V-1 STREET LIGHT (BY OTHERS) R/W RIGHTS OF WAY P.O. BOX 5071 A �P�y?1 MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DESIGN l� GROUND TWIN FALLS, IDAHO4" I _- •,Ir� TREES 208-736-8255 EN GIN E&V vNO PARKING SIGN RICT HALL INDICATE DIRECTION & AREA REVISION ATE: N� .., =JOHN STRAUBHAR CONSULTING ENGINEER CITY ENGINEER TWIN FALLS, IDAHO DATE: - -- 8 4 5 6 7 2 3 VILLA VISTA SUB. No 6 '0'6 w BENCH MARK CITY OF TWIN FALLS VILLA VISTA sus. No. s Y BLOCK I x o? YI REGIONAL IRRIGATION 1 g W / w 17 8 9 20 21 O ¢ a BENCH MARK NUMBER z I of a it �' o � g• II 3652-2931 NEAR THE CORNER O PUMP STATION m J z OF VALENCIA STREET AND z UNPLATTED III III N - >O a0 ¢ aom I F i O PHEASANT ROAD.NW BOLT ON �'. FIRE HYDRANT AT CITY �o w - 1 0 13 o- 15 16 - awn ow >a I23 S ^am ELEVATION 3872.36(CITY DATUM; «� a + + 3 III s row �0 14 zao � `m�°m� o � ,o�o� s y"aNrnn rr _ _`" N��= 1noJ .a:s� I TR/W I m 40.5 JUB PROJECT SPECIFIC +.a +i �n m I - F I < m +� �m ¢a „� - +a>N"' o '^z n II Mew w ..�A,z zov'o�� II z orJ~wo�l-R I I Ir��d� ~ A ELEVATION 14. FOR z �y .a- N Ul I ma mLL /mom < �o Nal +Q� < ,i '�' �-+ a c� �F +i _ oN 3- r c� �o +� +x Qnn oak-"� J z��dNwu I� - CONSTRUCTION; w �o a w m a� rn"° o ¢ wo w�k'�`-�^J"' mil 3o�oF= _ Q� ro��x ,j ¢ �Nwi-- ¢Z� N �Q ++�45 _Wo � M ¢� - - N �� ro zoa�w ww pinWw rn F4.3x REMOVED 237 SY EXISTING ASPHALTIC AVEMEN NI.=-I'"N ,� " ,J"; `�"® " --" � Jo w<��» ,La N `�I�''�� =h'I I II �M a= bz? — — — NN — `� a s�3 x o°- 20 40 80 120 FEE N� w _.N i(�d?? N NN,�iK+�KZt� — — — — — — — — — — —8= — _ w, 1=40 _ ^ W _ W 8 J� Q 'J z - _ _ _EXISTING PAVE ENT i - - 8— �' IRRIGATION -- - - -- - i6 7 P E T R A 21 „-- - - - _ - - - -- - -- - - -- - -- - - - - -T /EXIWASEIWATER PIPE ON __ _ � � EXISTING PAVE NT _/XG �T—L iBS 4' 2 RETAIN&PROTECT 4 I + I (� = EW PAVEME ,'.�� ,,, — — 4'DIA WILLOW NOES�L IRRIGATION WATER,DOMESTIC WATER _ NEW PAVEMENT —6" — - - AND SEWER LINES INCLUDING SERVICES LINES SHALL 6 ,6 i CONFORM TO PITY OF TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND THE NEWEST "o ICI 5•WIDE SWALE EDITION OF THE IDAHO STANDARDS FOR PUBLIC z �II ssn w NON � ¢ - U +m z _ ±`� - -vrv_� _r-�0 3 cyow? ,; ° — N — — — �'.,' — — — _ _� — WORKS CONSTRUCTION AND DOMESTIC WATER LINES _ `w'3 `��' �-- J� Ss"=-'�" w o r" cox �Q �o -a o i M SHALL BE DISINFECTED IN ACCORDANCE TO Pa 100 h++ Wiz ¢ am o o a o - 3 0+o nLL �� > *5 APPLICABLE APPLICABLE AWWA STANDARDS TO INCLUDE THE NLL ¢z ro ++ _ ±+ a3U ++ a a+m ym Q3 yn u� oM } 3 - m+ o+ ¢ �+ +_ ++N� - `�� 1 SL PE 41 SLOP n = N w z o�� USE OF ANSI/NSF 60 CERTIFIED CHEMICALS FOR z Ja N F+ m _ N 3¢N ¢^ ± Q N DISINFECTING POTABLE WATERLINES AND A SUITABLE 3' FOOD GRADE LUBRICANT IS USED FOR THE POTABLE v��iy N N �� o WATER SYSTEM INSTALLATION. + y < 124 N 125 is N~ N+H �¢ NN129 30� I W I� 20' EMERGENCY N R �_a a N N w m ~ ~ o w 126 "' 127 128 3b' W OVERFLOW �M ALL MAERIALS,CONSTRUCTION AND WORKMANSHIP �<n 122 a 123 NNN ~ ~ 106.8 L.F.5'WIDE STD.SIDEWALK N U a e N N `� `" C F C4 w 3 N3 n > } O o +O��rw.,w SHALL CONFORM TO CITY OF TWIN FALLS STANDARD 6 — 0 5' AT SLOPE_'82%TO NORTH N o + �< 6'6'6' B" "'o "' 46,SOOf CF N LL 3I A O z �n RAWIN S AND STANDARD SPECIFICAl10NS AND THE A z _ ,J„BOTTOM OF POND TEMPORARY m o o "' wo z z w < 2' SEE SHEET C 302 N o NEWEST EDITION OF THE IDAHO STANDARDS FOR w w z FIG EL.3857.4 DETENTION-RETENTION POND�. F N �>i- PUBLIC WORKS CONSTRUCTION._CONTRACTOR SHALL < TOP OF SIDEWALK F a F > x W I zoz w EL 3871.74 ¢ <� z o g -I a< UTILIZE THE MORE STRINGENT OF THE TWO N w 12' 20' 92' 20' 12' 7' 5' 6' "' `-' a w _ REFERENCED STANDARDS AND SPECIFICATIONS. z a _ S88'34'S7"E - N N Q - - --- ------r- TOP OF POND EL3862.4- � � 88' a 40.5' DO a a ---------- - -- -��\'I 4:1 SLOE 4:1 LOPE R/W I Z 3 �a NOTE: OW - ----- GATION EASANT D WAS O --- a¢ o o zQo EXISTING'SOUTH OIF CENTERNINEHNS INSTEAD OFAPOSTONOASTSHD :1 EL.3860.4 WATER SURFACE O I`Q- w _ INV.EL 3860.4 - FC 3 0 <^ VILLAVISTAPLANS. RIP-RAP TYP. EMERGENCY ExIsrlNc cRouNO a H 4 OVERFLOW N 15 N li POND AREA x o _ 0 NEW ADDITIONAL POND AREA g �a � �o w l N � o d I a 3 SSMH SANITARY TO SSMH P3N ATNFLINROST WAS MOVED THROUGHNORTH (1 I o' o o�� it �,�°� II-' " x' 4 >O AND THEN FROM SSMH P 3 TO THE EXISTING SSMH AT w LW o > " on "'w 'x d"' < " w m HARRISON ST.S.ON THE VILLA VISTA PLANS IN 2009. w� CAPACITY: 46,500t CF EL.3857.4 "'� ¢o i J a+ �� mil z�M ---------j — �� w 198 w w z w ^o I ¢ C/L FG ON PHEASANT ROAD FROM STA.16+50 TO STA. DETENTION POND f w� ^ ¢ m 25+50 WAS LOWERED BY 0.11'AND X-SECTIONS MODIFIED c o�m m? om `"m m�° ��`�16 94.78 L.F.16 GA.15"DIA.CMP to wlo AS WERE MH RING ELEVATIONS IN 2009. �z SECTION A-A o - _ oaf SLOPE=0.31% Exlsrmc GROUND NTS CENTERLINE AND TOP OF CURB FINISHED GRADE T� 3884 SILL 3880 3880 - o� o � 3876 3876 z USED 2. 1% CROSS LOPE ON SO TH SIDE OF ENTERLINE ND CROSS S OPE w � z d Q ¢ w ¢� Q< 3872 -1. a o o � - z + � +�,•' z z o o N i � x s 3868 STORM DRAI 3868 -1.32% a�� ozz J 400.04 w m z z LF D ^Q w z SLOPE=-L44% 1 0 LF C 00 w�� 3864 `�w15 N - 219 WATER PI E FO TORM DRAT -1.369° "m SLOPE= 1.457 8., 12'DIA. _ w oW m Mw mN 98.63 L.F. SLOPE -0 -.40% 12 DIA.PVC _ L.F. d - � 43% 3860 � 3860 z f TRANSITION °i �� _ zo 3S"LL o_N �•K F. w I 3856 Zp F V mH- V Z M 3852 'PP' o o 1.45%tip 2 9, 96%d.`� .01 3�0� 2%A�'I°-2.019 �� - � W"'� oN`=» E 3848 - - 'S �� I IRRI a ¢� o�w3 _ 24' LIN TYP. t- - .96% � 1% � �l14% '.01 3844 54% 3844 I I I - ELEVATION o I I `a Pq I I � m m n n 21+00 22+00 23+00 24+00 25+00 26+00 \ \� STATION w 16+00 n+00 18+00 s+oo za+oo MAPPING AND DRAFTING PHEASANT ROAD AS—CONSTRUCTED DSGN JJS 4/25/06 ENGINEER BY 16+04.69 TO STA. 26+21.77 THIS DRAWING WAS PREPARED BY HUMBOLDT FOR DRN RHC S/S/O6 SPECIFIC PROJECT,TAKING INTO CONSIDERATION AS-CONSTRUCTED 2/28/13 RHC JOHN J. STRAUBHAR HUMBOLDT THE SPECIFIC AND umouE REQUIREMENTS of 2009 RHC JJS CKD JJS 4 20 07 GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8051 THE PROJECT. © CONSTRUCTED CONSULTING ENGINEER REUSE OF CT DRAWING OR ANY INFORMATION WATERLINE & ROAD REVISIONS 5/26/08 RHC JJS C306 FLIVT STREET SCALE: HORIZ. 1" - 40 P.O. E80x 5071 IN THE SW1/4,SECTION 28 DRAWING NO. REV CONTAINED IN THIS DRAWING FOR ANY PURPOSE 5 S 06 G308-1 NARRISGN STREET SOUTP VERT. 1" = 4 TWIN FALLS, IDAHO C 301111 Is PROHIBITED UNLESS WRITTEN PERMISSION q ISSUED FOR REVIEW / / RHC JJS 208-736-8255 333 CLEARWATER WAY,TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE N EAST,BOISE MERIDIAN FROM BOTH HUMBOLDT AND HUMBOLDT'S CLIENT REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24ss owc ONLY TWIN FALLS CGUNTY,IDAHO IS GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD ao1PROAB.owc 2 3 4 5 6 7 8 SEE SHEET C 301 98 L.F.5'WIDE STD.SIDEWALK CENTERLINE CURVE DATA ¢ AT SLOPE=1.95%TO NORTH -+ - Curve Delta Radius Len Tan Chord Chd rng Z� a ¢ �? C65 545'30'35"W TOP OF SIDEWALK 91'48'S7" 55.00 88.14 56.77 79.00 EL.3871.7 > J� �138 m 6464 00 STANDARD DEWALK TYPICAL y PER TO OWGS C- &S 136 135 134 33 131M2 < 132 �oo -m ." �N � w± mJp n Ui cz° ' � o�o^ 198140 o A cn N ems, cam" "N + N "N "" M .'v�Nw m� " �.= ^ r� "N ++ w �; `"zI omo NA ,m^ ro+ In m8 N•+-, a"do .+in `v +< ^^ �N v< in v� C>•F .7 STq 9.3 NN�" ^GO vc` °x3 4s'( NMN �a ± ^^ "+ N — LD W 1p'`2�z9 S(1S 1pxJp - "'""- - - N e>d A ^ STA: 16+03,68, 12'L z 4S•{T9'( 1p FG3 5 SMH GE -6"TEE; 3-6"GV 0 20 40 80 120 FEET O STA: 10 f16,0,p 94z� e — ARROW S ET STA: 112+16+09 ARROW 1"=40' - o: / LI FG 3867.00 STA: SSMH(S$$ v, -w_.y $88'3457'E 50' AN In N �a+ 10101,72, 34.5'LfIV6S STA: 10+06. 5; 35' c�GRADE BREAK TC FG 387.66 R'`,C �S xB `jb ^"' ,o .•� �"�- N w-- "i o; '� o STA: 16+22.29; 6'L STA: 10+02.32; 34.5'L VIS TF9.v 1',0�`9�`�` INN ^� N� _c� �� =' =� r+-,rm-, — �+m— �, + _ — ��a� 6 6' 1-8"TEE; 3-8"GV STA: 10+ 0 PC ARROW AHD.= 9 S•6S, T �n + a� "Q U3 ,n o LL o �^ co CA EQUATION N AF P ^+ �+ Nrn ��' �"Q"y's ''-c�" b� 6 NOTE: IRRIGATION WATER,DOMESTIC WATER AND SEWER / STA: 20+96.56 ARROW BK. T,F OJ NN y0 ^ ^ ^ < o ^N nM m +ry N �� ,oQ�� P.S� y� 36, 33 L.F.4'VG LINES INCLUDING SERVICES LINES SHALL CONFORM TO T F FG 3875.30 N T 2�00 Q.. c+ .v�i ^. tL STA: 20+74.57; 42.55'L SS a OF '0O o " '¢- �� f N + 'a_'< s aQ wN m ^ o .`+ ��' `� C-F TWIN FA STANDARD DRAWIN• AND SPECIFICATIONS AND STA: 20+66.58 PRC 23.93 L BC �'6 G�96 9 ++ + + " `^ ^ E- N n' ' „++-, `-^� 0 THE NEWEST EDITION OF THE IDAHO STANDARDS FOR P IB I TO FG 3875.68 mz JBS.SS,eO ��^ f n �N ~N _ ^ ,")rn,� 'NN'E 50' WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE E9 STA: 20+48.71; 24.79'L S 66' MIN �s'� �� N a a ^ R W DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA 36' STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED 67'R FC fC F _ �� ^n mz CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A n4 SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE + 191 "0 192 193 194 Qo < WATER SYSTEM INSTALLATION. + v STA: 0+00; 18.5'L BC AHD.= "a.La "T 195 s c. ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL STA: 20+42.71 BK, " N�< 196 197 <�X TO FG 3876.22 "E-H 3 a �� <�'a�< " z CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND DID STANDARD 5EECIFICATIONS AND THE NEWEST EDITION OF THE BENCH MARK 2'ROLLED CURB/5'SIDEWALK TYPIC L o �zo a �3��0 ""a DAHO STANDARDS FOR P B WORKS gnN¢TaLlcnnnl PER STD DWGS CC 3A&S-1: 1A v�i�'o"+ $ m oo� o CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO BENCH MARK NUMBER PHEASANT NEAR THE CORNER OF <� m REFERENCED STANDARDS AND SPECIFICATIONS. FIR ENCIA STREET AND PHEASANT ROAD.6( BOLT ON z a a �Sf NOTE: FIRE HYDRANT AT CITY ELEVATION 387.20 FOR DATUM; �'C CO PROJECT SPECIflC ELEVATION 3874.20 FOR d coNSTRucnoN: "a"� THERE WERE NO CHANGES TO THE POSITION OF THE UTILITIES. U� CENTERLINE AND TOP OF CURB FINISHED GRADE 3888 m x os a1 �a1 g 3888 3884 3884 II w 3880 J ¢Y Z � 3880 s o 3876 o N W 3876 3 ^ O 3872 f +ten 3872 ad 3868 N `190 P % 146,80 L, _ 3868 D + SLOPE__ 612 L.F. WATER LINE 50'TRANSITION < A PVC 3864 iZ o x 400.24 L.F. o� 3860 0 DIA PVC + ' � 'z_'z_ sm N 3860 3 Z " 2-5 _ 3856 3 m�^^� 3856 3852 + z� N �U H ,l x 3852 ao z 3848 ELEVATION o a 3848 od c od m M M sac s STATION 10+00 11+00 12+00 13+00 14+00 15+00 THIS DRAVANG WAS PREPARED BY HUMBOLDT FORA i6+00 CJ� SPECIFIC PROJECT,TAKING INTO CONSIDERATION - n1E SPECIFIC AND UNIQUE REQUIRE EN OF AS GGNSTRUGTED DSGN JJS 7/25/06 0/01/09 RHC JJS MAPPING AND DRAFTING ARROW STREET AS—CONSTRUCTED THE PROJECT. DRN RHC 3 5 07 ENGINEER REusE of THIS DRavnNc OR ANY INFORMATION � REVISED WATERLINE 5/26/08 RHC JJS C 305 GOLDEN // T p E3v STA. 10+00 TO 16+16.09 CONTAINED IN THIS DRAWING FOR ANY PURPOSE REVISED CENTERLINE 8/18 07 RHC JJS C 306 FLINT CKD JJS 4 25 07 JOHN J. S RAUBHAR HUMBOLDT IS CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 PROHIBITED UNLESS WRITTEN BOLOT'5oN AISSUED FOR REVIEW 8/18/06 RHC JJS C 317 MASTER SCALE: HORIZ. 1" = 40 R.o. eox 507T FROM BOTH HUMBOLDT AND HUMBOLDT'S CLIENT VERT. 1" = 4 TWIN FALLS, IDAHO IN THE Ei/2$Wl/4,SECTION 28 DRAWING N0. REV Is cRANTEO. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DWG ONLY 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST, BOISE MERIDIAN O TWIN FALLS COUNTY,IDAHO 302AWAB.DWG 1 2 3 4 5 6 7 8 — <� N " STDABOX H.04;87.11'L �,� J"?w"' w ~ TOP EL.3867.21 189 88 �N -EE �N 3 N a wNN �� 15 `6 00 3 NN 187 186 ryo�¢185 184 83 �� 182� 0 1�99�G w ¢Q��_�U o�IZJ200 3.. 201 NQ 15 R/W irNv:louTLEL33sszaz SIRF F a O�� M - - n o; �� - ,(+i,n ,,W ++ 7.5' � 15 NN<o�� v `iiN �� 3' I 15 A <+ ' N M M �� a rp a SSE 1 0� M Moo 29' m <,� roc < F' zF °- 0 Na .,�`&vvi`� n - f u ++ F FC a p N O. ao m C �^ N+ +, Q�hQ MM " �� aC h NN .g 01 N ro i �� nn <O�� ¢ U O d + - 125.05 L.F.C900 WATER PIPE AS STA: 10+05.82: 6'L 6' +M N�c� anm Sr �p� FO �' WN`" }'Sao a� w 1-8"TEE; 3-8' G '10 ,� 0_ _ `^—"' _ -- NN �I" ,-� "� g g +°'N F� �^� �F ^`V rp q. �O- 6' O Q � o ^3= sN m3 z� 'SS Uo STORM DRAIN SEE SHEET 308-1 RW P• Fc '� LL — Nv�N ,� rs c �0•.0 �o.-+� �,+� �a^� o S'�'n rq. ZOO � N� " — w - - - p x i 5 \ x`L 0'� ..,n NN < NI o ^M � Na Nr�,• '� - - _ �� w �SS p R W O G —I} � ^ FC rpx " � STA: 19+17.46; 6.00'L a - - U L a � - p REMOVED TEMPORARY BLOW OFF ASSEMBLY; 0 20 40 BO 720 FEET STA: 10+00 FEATHER= :� `�. w ^ •' SSMH GE2 „. - 3 STA: 19+22.75; 12.00'R 12 - o�. EATH A EN 1 to SSMH F1 STA; 18+93.48 ARROW I � ^ ~' 3 15 REMOVED TEMPORARY END PLUG ,o M 17 "" "" ,� 1"=40' _ FG 38J9.39 � - � ... - ^ � � I 1 � _ i� INSTALLED IN 2012 -5k0'TRAN�I i0 : STA: 19+51.27; 6'L NOTE:LL IRRIGATION WATER,DOMESTIC WATER AND SEWER STA: 9TEE;3$ iz'R r Sr - - ^ - o - - 12"TEE,8"X 12'REDUCER 1-6' TEE; 3-6"GV F - 2p c.�'9' _ ^ m o0 0 - - - - ^ \ 2-12"GV,i-8"GV LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF c r w,��' iW1N FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND �'< STA: 19+36.46 FEATHER= THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC C4 p �B 92 �' = "+'" —v�o N M N ,.+�„, — — �- <"' 3 ^ �3 ?o• r 06'y F STA; 31+22.83 HARRISON WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE I-�S' Fd, F ^� ;� NI' ""�'�� + .� C "�o' '7 DISINFECTED IN ACCORDANCE TO APPLICABLE AW IAY ++ U N U + <� o �" _ 3 Nam + �� o s 3 ,�„ "„� co�� Nam " c J69S �'`^�0 F I INSTALLED IN 2012 STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED cD N BB ~� "+ w NN " MQ ++ ¢ NU v� aa" "' ..� o v to B '� O.P STA: 19+33.86: 12'R o or + -0 t< �* N _+L='� -M�I *°D � NN C 'S dA `'c,`` o CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A N N n 4y N a a nM o "' m K °'� v?T o r '� E 1-8"TEE + �a-'^ x._ oao a�ag U g4`r ml 5 b' I 1--6"X 8"REDUCER; 1-6"GV SUITABLE FOOD GRADE LUBR CANT IS USED FOR THE POTABLE s cQ + + .a-a �- aN N _ Q..�� + < ,� n R W. 2--8"GV WATER SYSTEM INSTALLATION. v�i N N 3N N N NN „� NN 3N N� NFN"�, ..ao •-� ��w,,, �I 6'6'10' A FC PG "' allo� N om oa w N �s8 `' `^ c F 172 73 a 174 N 175 N 176 a a^ N o ! ` SD BOX H2 ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHA'_L B o}aa \U N "' 177 \V 178 N 179 �� N^rood N� - N 3 ¢3a �°i' 15' z, STA:18+93.20; 37.85' R CONFORM i0 CITY OF TWIN FALLS STANDARD DRAWINGS AND N 180 ,n ��' 181 0 202 �++ LL, O TOP EL.3870.32 STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE ^a w N < N oN N < F FC �" m I� 40.5' M IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. INV.IN EL3865.89 N�ap �`#o' mQ �a � �� m ffi < QU< w� �R/W a w CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO o �� N NNLL N_ n �� U Waw f iaY, < INV.OUT EL.3863.67 ao <w1 J m ,., �� N d d REFERENCED STANDARDS AND SPECIFICATIONS. 5 `_` '� z`#o' a� ��., NOTE: v�N � < C7 SECTION� _ R GUTTER&SIDEWALK AND GRAVEL SECTO 0- M w&w CURB+s =a K a �o< �A - a� a HARRISON STREET SOUTH WERE COMPLETED IN 2009.THE 'w-3 U� Mrnw ^ o STORM DRAIN WAS COMPLETED TO THE SOUTH BOUNDARY OF BENCH MARK s zam NNa4 "� N p w e n � `� SUBDIVISION IN 2009, THE ROAD SECTION TO C/L OF HARRISON <�w� ^m ro m `~ H ST.S.,DOMESTIC WATER LINE AND NON-POTABLE IRRIGATION - BENCH MARK NUMBER 3652-293'.NEAR THE CORNER OF i � � °i F5 w "a WERE INSTALLED IN 2012 TO THE PHASE 1 AND 2 BOUNDARY VALENCIA STREET AND PHEASANT ROAD,NW BOLT ON °r°<w N N �a AND TIE-INS FOR DOMESTIC WATER AND NON-POTABLE FIRE HYDRANT AT CITY ELEVATION 3872.36(CITY DATUM; `^w`^`OLL w�,= IRRIGATION LINE AT FEATHER AVENUE WERE DONE IN 2012. JUB PROJECT SPECIFIC ELEVAnoN 387a.2o FOR N THERE WERE NO CHANGES TO THE POSITION OF THE UTILITIES CONSTRUCTION, CENTERLINE AND TOP OF CURB FINISHED GRADE IN FEATHER AVENUE. ul 16 3888 � od R �m �m id �m �a'o -,m �M �n 3888 J W 4 w c> C +m ~ +� 3884 3884 It _ N o gM ¢ o a � � 3 O � 3880 d U " N a 3880 3876 --- ��JJi o 3876 U "4 a x 952 LF.t 8,. ATER LINE -----�L FG_1.339; vxi "+'o'- ' G nr z - 3872 T + "� f 3872 Po w N U N + - U -6 —— D vzi N 3 SLOPE=-1.409, C L FG-I.00% U 25 3868 - 3868 8"DIA.PVC mw TOQ20 IA.PVC a w+ S <. 3m B 1A, z_> PK N 3864 T - 3864 zw z + In wo 65 < < w's zz zz oo _ 3860 3860 - usi �� + z o x o z +� T O rf� M U w= F�Z� QN ZO 34Zj N�OUiX U I�rv9 J _ �NU+J n�X C Cj+Ww � 6 � y �ZZZ } J x O _ 3856 - s a�'z a + �'�" " 3856 � la-Now + i H< +� 2 3852 + N + ^? E 3852 3850 N i x 3 0 3850 ELEVATION o m m m m ro m m m �,pd rpS M M /JAB/7f}� STATION w 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 V\ • .4 h�� THIS DRAWING WAS PREPARED BY HUMBOLDT FOR A C 305-1 ARROW DSGN JJS 8/25/06 MA-PING AND DRAFTING FEATHER AVENUE AS—CONSTRUCTED SPECIFIC PROJECT,TAKING INTO CONSIDERATION AS—CONSTRUCTED 12/12/12 RHC C 306 FLINT DRN RHC 4/5/07 ENGINEER By STA.: 10+00 TO STA.: 19+36.46 THE SPECIFIC AND UNIQUE REQUIREMENTS OF p� HE PROJECT, c REVISED HARRISON ST. INTERSECTION 10/01/09 RHC JJS C 307-1 GOLDEN EAGLE CKD JJS 5 25 07 JOHN J. S RAU HA HUMBOLDT FUSE of THIS DRAWING OR ANY INFORMATION GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 CONTAINED IN THIS DRAWING FOR ANY PURPOSE REVISED WATERLINE 5/26/08 RHC JJS C 308-1 HARRISON SCALE: HORIZ. 1" = 40 CONSULTING ENGINEER P.C. Baox 5071 DRAWING NO. REV IS PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW 4/5/07 RHC JJS JJS C 317 MASTER VERT. 1" = 4 TWIN FALLS, IDAHO IN THE E1/2SW1/41 SECTION OI O ROM BOTH HUMeoLOr AND HUIneoLOTs CLIENT 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST, BOISE MERIDIAN s cRAN E0. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24x36 DWG ONLY TWIN FALLS COUNTY,IDAHO 303FETAB.DWG 1 2 - _ 3 I 4 - - 6 7 - 8 �^ o PHASE 1 �J - W 171 <"< HA flF "i =� 170 169 168 67 - PHASE, 166 �� PHASE 1 PHASE 2 oN oo165 164 � 163 PHASE z 162ffi o m� na oo u-, R W wow �� QQ ± - + p - i 3ti s� �S zmU I O Q��N> �� o� °° ^ �� <� lime STA: 10+05.81: 6'L a w D F 010 f± "?w ++ v>o; +N� o"' m^ -n -7, �,,; ^ ^ v� - ryry .o �o � 10, A 3-8"GVI d.`r x'Sfoey0 Nod ^� v'I ov' nn .+++,�i �� ++ �u�'i�� +� �`�' �,+o ,�. 6, 1-8^TE ^ a + « +� N W Nos`� �w ^ ^� o +n,+n �N ¢� v+ro ¢< N.* N �s19 �O• STA: 10+00 VIEW= - ~ - N Q W — — — — •�C�x, 'PF, o, 33 lF-4'VG o STA: i6+32.+25 ARROW _ y " — — N FG 3884.47 1 - ' _ -,,,..�, - s c I � '�� SB"•o 4. 6 L � 4- FIl8"GV6STA: 9+88.37; 12'R8"TEE 733-6' GVI � -"�� V U 15 Io STA: 17+54.93 VIEW= �"1-6"TEE - i STA: 26+89.07 GOLDEN EAGLE/ FG 3875.68 - - < ^n '—`-' — `� —'n — rn ro ry E + SSMH GE4 N "� `^� n M orb v M v_v+ <M— ems", -- o QC, STA: 17+43.32; 12'R 33 LF-4'VGN c'3 ;a_' �! ww N� ^ n,� ''n m— e+v — M — «A-m — ^— x� 3-6"GV Lo BBB, _N N ±± ++ �n� N,�n' '`-c>�i' ,c of �, �m a� `y ^� �rn ^" �� .-� �rn o 1-6"TEE 0 20 40 80 120 FEET nn > nn '��Ys' ">n �� " ^o NON-BUILDABLE LOT R/ mm ± �� + + n� „� i >'N a< <c � ++ ++ +N w ts" .gyp•AG P aA W PHASE 2 <� ^ = �N �N oN N " Na`V''�' =' ^ _^ N 'n� 51L ti� 16' F 1"=40' PHASE 2 $ o+o+ `�'�' \U o^ N v .p+ �N N + < a s n ," L FCC R y� NON-BUILDABLE LOT "' o N N „^+-, 'nN oo 'lG a PHASE 2 0 FUTURE NON N N<^ Qg q NOTE: ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER B _ ,p LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF w 151 PHASE 2 152 n 153 `^ " < N N " �� 6' z TWIN FAILS STANDARD DRAWINGS AND$PECIFlCATIONS AND z FUTURE 154 155 156 ` fir= va'-iN � � 6' PHASE 2 THE NEWEST EDITION OF THE IDAHO STANDARD FOR PUBLI 6 w PHASE 2 Qom 15] 158 159 ~ �a FUTURE WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE 1 6,6' FUTURE w N 160 2 161 awo cA7 DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA s Ewa FUTURE STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED BENCH MARK =moo CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE BENCH MARK NUMBER 3652-2931 NEAR THE 3ozam CORNER OF VALENCIA STREET AND PHEASANT WATER SYSTEM INSTALLATION, NOTE: ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP AL ROAD.NW BOLT ON FIRE HYDRANT AT CITY < � VIEW AVENUE WAS CONSTRUCTED IN 2009 TO CITY OF TWIN FALLS STANDARDS, ALL THE UTILITIES WERE INSTALLED CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND ELEVATION 3872.36(CITY DATUM; JUB PROJECT �F_ WITH THE EXCEPTION OF THE WATER,SEWER AND IRRIGATION SERVICES ON THE SOUTH SIDE. THESE SERVICES WERE STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE SPECIFIC ELEVATION 3874.20 FOR CONSTRUCTION; INSTALLED IN NOVEMBER OF 2012. THERE WERE NO CHANGES TO THE POSITION OF THE UTILITIES EXCEPT THE IDAHO STANDARDS FOR PUBLI WORKS ONaTrzuCTION NaN�4 IRRIGATION SERVICE WAS MOVED TO 6'FROM THE SANITARY SEWER SERVICE. THE CITY OF TWIN FALLS WILL DO CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO CENTERLINE AND TOP CURB FINISHED GRADE PAVEMENT PATCHING FOR THE SERVICES ON THE SOUTH SIDE OF VIEW IN 2013, REFERENCED STANDARDS AND SPECIFICATIONS. 3900 Ad ^'RJ gal '6 3896 w 4 J J LL J J rn C m 3896 0 3892 z 0 Z s¢ro � z 3892 3888 -+ o + + N^ o z Q I I I o - r 3888 3884 cn +� z U 3884 _ o 3880 s -P q _ c� +M 3880 D 3876 N 4 278.94 NUc�m SL — a 3876 co 0'TRANSITION 3872 o z ^ oz 8„ IA.PVC a ¢w owo - J SLOPE= 0.76% 3872 3868 ^z o Q m 6 = ap w N Z 3868 ?O W + 3864 r�?= z o 6 7 3x �www Z — 3 Nz_"z i 3864 3860 ELEVATION N 8 w 3860 m m o M � � � OR s n c I l�0 STATION 10+00 11+00 nJ 12+00 JW THIS DRAWING WAS PREPARED BY HUMBOLDT 17+00 13+00 14+00 15+00 16+00 �l9 U FOR A SPECIFIC PROJECT,TAKING INTO I I CONSIDERATION THE SPECIFIC AND UNIQUE D AS-CONSTRUCTED 02 28 13 RHC DSGN JJS 11/25/06 / / MAPPING AND DRAFTING DRN RHC 3/5/07 ENGINEER BY VIEW AVENUE AS—CONSTRUCTED REQUIREMENTS oN HE PRaaECT. ISSUED FOR COMPLETION 6/20/10 RHC JJS C 305-2 ARROW JOHN I, STD n U flu n R STA.: 10+00 TO STA.: 17+54.93 REUSE aN Tnls IS DRAWING OR ANY ANY N PURPOSE REVISED WATERLINE CKD JJS 4 30 07 �1 J I \fi D I li f"'�UMBOLDT 1� CONTAINED IN UNLESS WRITTEN FOR AMISION E � 5 26 08 RHC JJS C 307-2 GOLDEN EAGLE CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 F PROHIBITED UNLESS WRIT EN PERMISSION A ISSUED FOR REVIEW 3/5/07 RHC JJS JJS C 317 MASTER SCALE: HORIZ. 1" = 40 P.o. BOX 5071 JOB NUMBER: 8071 FROM BOTH HUMBOLDT AND HUMBOLDTS CLIENT VERT. 1" = 4 ' TWIN FALLS, IDAHO Is GRANTED REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS 208-F36 ALLS, I 55 333 CLEARWA ER WAY, TWIN FALLS. ID 83301 IN THE Et/2SW1/4,SECTION 28 DRAWING NO. REV FOR z4.3s DWG ONLY TOWNSHIP 70 TWIN FAILLS NCOUNTYA DAHp015E MERIDIAN C 304 1, 304VEWAB.DWG 2 3 4 5 6 7 _ 8 142,x 143 141 II J QO 147 a << 146 45 144 !I < < M by o�oo Ain " o 140 o ^^ mM o _ _^ A 0 20 40 80 120 FEET i viro m m'"" o"m".+ �,J; �m ^' ��o+ons m �� o �''�' �e'� •y°' 0`' o 'w'o �� ,•' ++ fn"'•-k' ��mo�^'I�m rn rn� rn oM 1 40' oN w cn Fp oar -M..rye �w oaNw� nN� - �. p Z o Sow ^m �� ¢F � �nF-Q�Nrn� ��" �� N+MN Uy'�:0 00' ry ti ,ti. Op ¢ `L'— ern— LL- .<--+� s` ' Qa N < ,oxyN��91ok5a�,3` 139 o —p3 3 +� SAP 'S��SZP SS GF� 45 NOTE: ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER t8 !' V ARROW STREETt°_�� ,p+66�5' LINES INCtUDING SERVICES LINES SHALL CONFORM TO CITY OF ZP STA: 10+61.50; 20.71'L TWIN FALLS STANDARD DRAWIN S AND SPECIFICATIONS AND <^ 45'BEND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC �� SSMH GE15 WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE �� + J O. E ^ w c / `P �. 0 1 STA: 10+77.05 34.5'L IS DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA +coa — �6 ,y0 n' PF J�� < on — Ox�O py0 'M PFO TC FAG 3873.35 TRACT A STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED �0O N lC �, �dA� J 9,0 0 ,� STA: 10+8D.79; 34.5'L IS CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A P. •� .y N F¢,'" •�P'. •'� O°j'p SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE oN 5~ 00 W N� �'S'�PFO x'`p `��t'O STA:110+8.22 TO FG 3873.1g SHEET C 302 WATER SYSTEM INSTALLATION. 300't x SD' ] I I R( z �8 189 8 0- 172 �GF` I —`e6 — o¢ cD ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL �, Nod N 190 CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND I N W zry N^=�a STANDARD SPECIFICATIONS AND THE NEWEST EDITION Of THE BI /FC IDAHO STANDARDS FOR PUBLIC WORKSCONSTRUCTION. F U �"< H3 B CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO 13H `V _ d ¢ 3Wam�� REFERENCED STANDARDS AND SPECIFICATIONS. _ < ra z _ NOTE 173 AN i��w�Ha 3o N 15'TYP. TEMPORARY BN WER ASSEMBLIES AND END PLUGS FOR WATER 15'TYP. °6 6 6' � � w 188�a�� 191 a SEE SHEET C 302 AND IRRIGATION WERE NOT NEEDED ALONG WITH SSMH GE17 Ia a C 137 ACCESS BECAUSE PHASE 1 &2 WERE CONSTRUCTED ON a 4 ARROW STREET AT THE SAME TIME.THERE WERE NO CHANGES TO THE POSITION OF THE UTILITIES. BENCH MARK BENCH MARK NUMBER 3652-2931 NEAR THE CORNER OF VALENCIA STREET AND PHEASANT ROAD.NW BOLT ON FIRE HYDRANT AT CITY ELEVATION 3872.36(CITY DATUM; JUB PROJECT SPECIFIC ELEVATION 3874.20 FOR CONSTRUCTION; CENTERLINE AND TOP OF CURB FINISHED GRADE �0 4� cD 3900 w w ^ w 3900 3896 3896 3892 z L 3888 o z U 3888 ++a z o 3884 -,IS� mQ o _ o n i6FG �a ° o �a 3880 0 3880 344 L.F. C L FG_2.029, <n 3876 SLOPE=_1 19 WATER LINE 3876 o �0 LF. 3872 7z7 II n„z 3872 3868 z__ ¢�5 w m w "' 3868 oww a �o nz oz 3864 ^6W0 U 3862 ��- N Q�w n 3864 ELEVATION o - >: Paz_> QNszz 3862 cl m 4p� STATION 10+00 11+00 13+00 72+00 14+00 15+00 16+00 18+00 21+00 17+00 19+00 2D+00 THIS DRAWNG WAS PREPARED BY INTO HUMBOLDT DSGN JJS 11 25 DB CONSIDERATION THE I SPECIFIC PROJECT,TAKING INTO / / MAPPING AND DRAFTING ARROW STREET AS—CONSTRUCTED coNSIDEMInTS THE E PROJECT. AND uNloaE AS—CONSTRUCTED 0 01/09 RHC DRN RHC 2/5/07 ENGINEER By STA: 17+62.12 TO STA: 20+96.56 REUSE OF of THE PROJECT. c CONSTRUCTED 2009 RHC JJS C 302 ARROW STREET REUSE OF THIS DRAWING OR FOR INFORMATION CKD JJS 5 04 07 JOHN J. STR AUBHAR HUMBOLDT SPROHI6D IN ITEDUNSSSWRNTENPERYPURPosE ® REVISED WATERLINE 2/05/07 RHC JJS C 303 FEATHER AVENUE CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 F PROHIBITED UNLESS WRITTEN BOLETS C A ISSUED FOR REVIEW 2/05/07 RHC JJS C 305-2 ARROW STREET SCALE: HORIZ. 1" = 40 P.O. BOX 507T FROM BOTH HUMBOLDT AND HUMB°LOT's CLIENT VERT. 1" = 4 ' TWIN FALLS, IDAHO IN THE Ei/2SW1/4,SECTION 28 DRAWING NO. REV s GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN 305_ FOR 24x3s DWG ONLY TWIN FALLS COUNTY,IDAHO D 305AW1AB.DWG 1 2 3 4 5 6 7 8 x 9 ' w ws 150 49 3 48 147 46 0 20 40 80 120 FEET < x �_ JO 2 37 w 3 N N o x z 1"= 40' $ate 8e o A NN " SS U f�ARRO ISTREET - &q —+m TC C �B�jO6.A _ _ 6 a NOTE. ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER INNM _ �V Y LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND z 151 THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC w m" I� 171 << 17Z WORKS CONSTRUCTION AND DOMESTIC WATER ONES SHALL BE DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA 6 STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED 6 6'6 CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A E SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE 152 wao C F w °a�g 170 176 WATER SYSTEM INSTALLATION. as R W N maLL ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL 15'TYP. Naw CONFORM TO CITY OF TWN FALLS STANDARD DRAWINGS AND STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO REFERENCED STANDARDS AND SPECIFICATIONS. BENCH MARK - NOTE: THERE WERE NO CHANGES TO POSITION OF THE BENCH MARK NUMBER 3652-2931 NEAR THE CORNER OF VALENCIA STREET AND PHEASANT ROAD.NW BOLT ON UTILITIES. FIRE HYDRANT AT CITY ELEVATION 3872.36(CITY DATUM; CUB PROJECT SPECIFIC ELEVATION 3874.20 FOR CONSTRUCTION; CENTERLINE AND TOP OF CURB FINISHED GRADE 3900 3900 ? G 3896 U 3896 ZJ i z � — 3892 a 3892 +� 3888 3888 Ns � x + +w -_ 3884 L FG'1 727 z 3884 1 261 L.F. 8"DIA DOM D SLOP 75=_ I 'INE I 3880 F Ti1RE65% 3880 237.96 L.F. �� _ SLGPE= 8.,DIA.PVC � _ U 3876 �� 3876 SLOPE,-, N �,m oz� a"DIA PV N - 3872 rn m 3872 + 7 z o �_- <o�z I N N 3868 ma 3868 Po 3864 E 3864 I 3862 3862 ELEVATION o ROp STATION 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 THIS DRAWING WAS PREPARED EDBY INTO HUMBOLDT DSGN JJS 1125/06 MAPPING AND DRAFTING ARROW STREET AS-CONSTRUCTED FOR I SPECIFIC PROJECT,TAKING INTO ENGINEER LJ/�D BY STA: 14+85 TO STA: 17+62.12 CONSIDERATION THE SPECIFIC AND UNIQUE AS-CONSTRUCTED 10/01/09 RHC DRN RHC 2/5/07 JOI IIV J. S \/'�V U /'�\ REQUIREMENTS of THE PROJECT. © CONSTRUCTED 2009 RHC JJS CKD JJS 5 04 07 HUMBOLDT REUSE OF THIS DRAWING OR ANY INFORMATION GOLDEN EAGLE SUBDIVISION No. 3 CONTAINEDIN THIS DRAwwGFOR ANY PURPOSE ® REVISED WATERLINE 5/26/08 RHC JJS C 305-1 ARROW STREET SCALE: HORIZ. 1" = 40 CONSULTING ENGINEER JOB NUMBER: 8071 IS PROHIBITED UNLESS WRITTEN PERMISSION P.O. BOX 5071 Q ISSUED FOR REVIEW 2 5 07 RHC JJS C 304 VIEW AVENUE VERT. 1" = 4 TWIN FALLS, IDAHO IN THE EI/2SW1/4,SECTION 28 DRAWING N0. REV FROM BOTH HUMBOLDT AND HUMBOLDT'S CLIENT 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS,ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN 305_ s GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24x36 DWG ONLY PHONE: (208) 733-2300 TWIN FALLS COUNTY,IDAHO D 305AW2AB.DWG 2 3 4 5 6 7 8 FUTURE P I I 1 r2, GOLDEN EAGLE SUBDIVISION No. 2 33 283 Mc Fc 0 I STA: 19+31.57 — — — g FI;TURE — — — — FG 3896.10 a � CONSTRUCTED �TA: 19+63.78 \� FUTURE OFFSET: 8.89� \ FUTURE 227 x` 226 "=�`225 224 223 3m�Q ^ 150 149 148 0147 146 ww i45 o zo 40 eo zo FEET A l N aN N ¢¢ zlw 3 228 3 3 0� oQ 3 > Q o 284 I �I IN \ 0� gPGPA 229 6 M IN�� —�3 +� �wJ "� �> 3N�NN� — �'I qo a�v n o±± f m3 ,��''~' w _ _ �w� �3 +E;.I Mw �om z oz^^ - NOTE: ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER J- o�, / �\ v+v ��Iw< m ++^oa ++o `� o ±c^ �I-' ++ ^+r�+�� ++ LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF A a+, 'o s9 ,r oy �n Nam' " v ��Nh N Flo n� ro '^<� �f mhN ��gwz N _ _ ��w �� a� TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS THE PP + _ m K,Ox 300 I \\ �Z C / l.T tin Ng �9 � _ N�^o� f NMI f _roN �W o� NN K o `a` \- \ \0009 ��a/ \ v � n +°' �a Qa m M `¢�=> <�i�¢ z'N+m a� <a N ¢ < N +�"' �¢'�<n `� v'-i+nN<°-< NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS 230 v _ov +N y = ��y — �� = y _ _ N`�`"`"`"_ }I�.,- _ — _ c �— m CONS-RUCTION AND THE NEWEST ILAHO RULES FOR PUBLIC ~ ' " a�- mom' — = DRINKING WATER SYSTEMS(IDAPA 58.01.08).DOMESTIC WATER �� LINES SHALL BE DISINFECTED IN ACCORDANCE TO APPLICABLE +gam f^ z \ s \ f\\ \ Pq O�Ov NyN _A_ _ — � — —� _ — — e e — e e e - - _ — _ _ — _ — ANSIBLE/NSF o /Nq N~ — — — — — — _ N~ — A STANDARDS TO ALS OR DISINFECTING THE USE OF A WATERLINES w N z 285 _ �6y—I $, S 1 -9'= _ �--o y _ — — _ y SSMH G _ AND 60 CERTIAI SUITABED LE FOOD GRADELUBRICANT IS AUSED FOR THE S N / SS-`I - —, - -I-as� _ -�-S POTABLE WATER SYSTEM INSTALLATION. — �-Wy-. `� — -fl' -4W — -8" �W ARROW STREET £ - ARROW STREET " 3 ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL / • CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND o+ �\ `� j a,y y o — — Q oz �,, r — — — G oz 2, — — — — — STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE N #O c q. d Q 40 FI 4 N QO�h IDAHO STANDARDS FOR PUBLIC WORK5 CONSTRUCTION / "' 2 •'` �x— ^�� "' W �� y CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO \�' a `.mrd�+' / �' „+�n o w v,_ e< 'L .'� • s9 _ c,� ^, REFERENCED STANDARDS AND SPECIFICATIONS. 286 \ N ,// ee V z �� P e _ \\\ n / e is ��N �P' i- d rC, C' B�s`j,o �r a w O 0 ^:� <:i�>^ _ .0 FO �" S p \o d, f.oQ a a .�G 7+2 STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY HAS REVISED IDAPA RULES GOVERNING DESIGN AND OPERATION / / �`• m. { / \/0, \" v ++ N N N o Q I g� I { ^�� 151 OF PUBLIC DRINKING WATER SYSTEMS AND CENTRAL WASTE v D T ,�n wl _ o,� F.°` Q � WATER TREATMENT,COLLECTION AND REUSE SYSTEMS.PLEASE 70 / PP \o w "'�- I 33 O Y U V.}w a,y, \• m" `^3 REFERENCE IDAPA 58,01+08.542.07,b FOR REQUIREMENTS t432 s�'+ NN N�- 2 OII �22LL4 W REGARDING SEPARATION DISTANCES BETWEEN POTABLE WATER 172 SERVICE LINES AND NON-POTABLE WATER LINES.ALSO REVIEW 28] +�o F�A Fti\ �C 3 o�c� _ _ _ _ �� I � Ito�� I I yoQ — _z_ _ y �,k II� I _ _ _ a a _ �� _ ALL NUMBERING REVISIONS AND CHANGES. B �, \\ 231 '� 6 6 sd�� <x wz< o� ¢"� 6 6 6 f SEE IRRIGATION AND SANITARY SEWER SERVICE TRENCH PER FUTURE �o \ NF VA �� 'o 232 FUTURE Ia �� 3�0' I �m� f�a � 03 316' i� I I� �� IDAHO PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS � \ FC c P y ate£ i FC F 221 Kf� "'O- zm FC f SD-301 AND SD-302. off = s `� �\ Na=off = y — 1�3 I p! " Nip a a 52 way �I� I=� ~ 170 173 �\ 234 Igo „I I 'wi' �gw �t[1- THERE WERE NO CHANGES IN THE POSITSION OF THE DOMESTIC a I �� o WATER LINE. 288 BENCH MARK 6 CONSTRUCTED BENCH MARK NUMBER PHEASANT NEAR THE CORNER OF CONSTR V CTED F O R WATER E N E CONSTRUCTION ONLY VALENCIA STREET AND PHEA6ANT ROAD.NW BOLT ON �rn — FIRjUBE HYDRANT AT CITY ELEVATION 3872.36(CITY DATUM; +� CURVE TABLE CON PROJECT sPECIFIc ELEVATION 3B74.zo FOR aye Delta Rael�s Le�9tn mn9e�t L.cho�e L.cnord Erg ALL OTHER INFORMATION IS PROVIDED FOR CONTINUITY CONSTRUCTION; �N c-, 2rto's2" o0.00' I36.9r 18.70' 3676' N10.59'19"w CENTERLINE AND TOP OF CURB FINISHED GRADE UNTIL CONSTRUCTION IS COMPLETED AND AS—BUILTS ARE DONE p3 m c-d "�di N di d7 12 IN ZJ di Z di dt d3 d3 �i o� o k n 39003900 ¢+ w a — 3896 N i 3oQ +" <oo o - 3896 NU o0 w0 � + i++j+ OO t7 O 3892 II �Y��"Y11 � " - "� da Z ¢3 DOM OIA IN SOU CWOOD gLINE _ 50l l.F.8 DIA OM n - _ 3892 ++� o o - 3 -1.72,, 3888 3 m 209.95 LF _ o 3888 o� OPE=_1.61579, � I x + +o ? F 3884 -o '.' 1 33( I C 7 72q, N <26 �- 8..Olq 037% _ 3884 PVC _ _ 261 . LF w o 2. 8 061 �� GI 0 0 � � -- � OOMESTI _ f1 N o+ _ �x m f 59 -i j.T 6FA D 3880 N N Nozin_ 3880 a n o SLOPE=_ E., y __ _ TE�L19_OOM TIC w z» 61, 1. 3876 ^- a..j `Y-- + ¢+ -z o o z - e 8S p PE 7.65% 40— 4= 6= N POTABLE 3876 o N N __ - 3 x * o FUTUR i SLOP 1.90,, +� �o BIOIAP n z 3872 MZN mo <= .� 3872 3868 +moo -x z ^wLLw ?o -- 3868 N.Z] - i + 3864 ¢m 3862 3864 ELEVATION o 3862 STATION w 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 ° )I THIS DRAWING WAS PREPARE Y D B HUMBOLDT FORA sPEaFlcvROJECT,TAKING wTocoNSIDERanoN DSGN JJS 125/06 MAPPING AND DRAFTING ARROW STREET(&SOUTHWOOD AVE.)AS—CONSTRUCTED <` THE SPECIFIC AND UNIQUE REQUIREMENTS OF ENGINEER THE PROJECT. DRN RHC 5/04/0 O11A1 �TD n IDu n ft BY STA: 10+00 TO STA: 18+32.19 © AS CONSTRUCTED 0 01 09 RHC JJS i N J. I\Y1VUI IY HuMBOLDT REUSE OF THIS DRAWING OR ANY INFORMATION CKD JJS 5 O¢ D7 CONTAINED IN THIS DRAWING FOR ANY PURPOSE REVISED PER CITY COMMENTS AS C 305WL 10/28/08 RHC JJS CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 Is PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW AS C 305 9 18 08 RHC JJS SCALE: HOR Z. 1" = 40 P.O. E30x 5071 FROM BOTH HUMBOLDT AID HUMBOLDrs CLIENT / / VERT. 1" = 4 ' TWIN FALLS, IDAHC IN THE E1/2SWI/4,SECTION 28 DRAWING NO. REV s GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DWG ONLY 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN r 3051�II PHONE: (208)733-2300 TWIN FALLS COUNTY,IDAHO l� V V L C 305WLAW.DWG 2 3 4 5 6 7 8 TAB F 178 1 F.R o' 132 129 0 20 ao 80 20 FEET V I `+ I III CF ,� I aka m I D � � 6 6' ��I' a I i 36' 35.� I.,_ 40' z 0 6' N R w d m 182 197 <� c G F � 131 _ 130 �RmRIs r a �d I 6 z. A 119 x I w �„ z12 7< Q N sr 6" 51 ,y o N rC ��• .y 1 `'�N o a rC'9 O I W IN I �io� zaM d a �_!=M 6' �O� `� _+,� � •<c P `r 0b +ono �� .r��yx F, i x I I I F Ga II K I II I NLL a -„ NOTE: ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER 180 aM N RAN IION - 3�� - LL 112 1 � i �0 1 N H LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF "' U N00' 0�'1 W � TRANSITION 1 i TWIN FALLS STANDARD DRAWINGS AND aPECIFICATIONS AND FLINT STREET v - THE NEWEST EDITION OF THE @AHO STANDARDS FOR PUBLIC o x a"" - > � � N o M ��o WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE ^ �,'� _ _ - _ _ - rl - - _ DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA STA: 14+88.1 PC I -a STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED TC FG 3864.18 _ > CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A „+-, ^ SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE n 2 C 24 FC p WATER SYSTEM INSTALLATION. 181 a I PFc r N ^ +^ M� —__A_____ti 9.5 HI I N M N 1 ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL n B> N ^ 1goo �I - � � SEE SHEET C 307 I =-, 3{I STA: 15+26.62 CONFORM TO CITY OF TWIN FALLS STANDARD DRAWING AND 'o x N�� ^ �ma �Ma� S1'S'03'"W B B _ 199 ^^ < wWWU I T I I OFFSET: 6.00 L STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO Lyg, REFERENCED STANDARDS AND SPECIFICATIONS. o� -a I o N TEMPORARY o o I - NOTE: M < IN DETENTION AREA- M 19 REVISED WITH DRIVEWAY FOR LOT 130 BECAUSE OF VERTICAL BENCH MARK 19g w < w SEE SHEET E 301 w l I CURB 9/24/09. BENCH MARK NUMBER 3652-2931 NEAR THE a i' ? >z_ REVISED FOR B"WATER LINE IN FLINT STREET FEB.2008 `�� 20' I� N CENTERLINE FG OF PHEASANT ROAD WAS CHANGED AS NOTED CORNER OF VALENCIA STREET AND PHEASANT �® 20' ¢ TYP ^' I TYP, I MADEON HTOTCOINC DI AND E NTHCHANGES PHEASANTOROADT STREET IN 2009.FG WERE . ROAD.NW BOLT FIRE HYDRANT AT CITY ELEVATION DATUM; JOB PROJECT LINE LOCATION IN 2009. SPECIFIC ELEVATION 36 387 SSMH P3 WAS SHIFTED 3'NORTH BECAUSE OF IRRIGATION 874.20 FOR THE STORM DRAIN WAS SHIFTED 3"NORTH BECAUSE OF SS CONSTRUCTION; CENTERLINE AND TOP OF CURB FINISHED GRADE ALIGNMENT CHANGE IN 2009. �< s� 3580 bo � \J 3876 C rn o - o�; 3876 ++ ¢F o � 3872 a¢ vxi o — o z a�N � o;,o n ^ 3872 �-j 50' a po TRAN ITION 3868 3868 I N U 3864 Q _ x 3864 271.77 553 50' �o L.F. LF g DAD TRANSITION "DIA.PVC R 1NE 3860 <m 3860 D z m�260.621.E SLOPE A ^ PVC 3856 zo 3856 +>Ec Q. 3 3852 U + To 3852 ZZZ �n ? u� ~ n J 3852 aT ao �^co 3848 x '� --- tp z N 3848 x 3 3844 3844 a z E 3840 ELEVATION o 3840 STATION w 10+00 11+00 12+00 13+00 14+00 15+00 �►7/cC�y]�'N/`J�' THIS DRAWING WAS PREPARED BY HUMBOLDT FOR o % "'"/'j•:,r SPECIFIC PROJECT,TAKING INTO CONSIDERATION DSGN JJS 11 25 06 9T N� THE SPECIFIC AND UNIQUE REQUIREMENTS OF AS—CONSTRUCTED 02 28 13 RHC / / MAPPING AND DRAFTING FLINT STREET AS—CONSTRUCTED / / ENGINEER STA: 10+00 TO STA 15+33.43 srs_Ny PROJECTDRN RHC 4 23 07 BY '�•{ �8�REUEOFTHI c CONSTRUCTED 2009 RHC JJS C 303 FEATHER AVENUE HNJ. T All H HUMBOLDT REUSE of mis DRADRA OR ANY INFORMATION CKD JJS 5 04 07 O V 7 S R/1UB AR GOLDEN EAGLE SUBDIVISION No, 3 CONTAINED w THISUNLESS DRAWING FOR RMI SIGNPURPOSE REVISED WL. & PHEASANT RD.X— SECTION 5/26 OS RHC JJS C 302 ARROW STREET CONSULTING ENGINEER JOB NUMBER: 8071 SCALE: HORIZ. 1" = 40 P.O, BOx 5071 IS PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW 4/23/07 RHC JJS C 301 PHEASANT ROAD VERT. 1" = 4 TWIN F-A�LS, IDAHO IN THE EI/2SW1/4,SECTION 28 DRAWING NO. REV FROM Bom HUMBOLDT AND HUMBOLDrs cuENT 208-736-8255 1333 CLEARWATER WAY TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN C 3 0 6 s cRAN1ED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DWG ONLY TWIN FALLS COUNTY,IDAHo D 306FLTAB.DWG 1 2 3 4 5 6 7 8 162 x^ 181 s R W 199 6 g I 0 20 40 80 120 FEET 6, STA: 29+38.81; 12'L 1"=40' A s o s 2G, Bg 1-6"TEE; 3-6"GV �" IRS G2 � � 98 F 9 2511c ajse SMH GE3 qA A STA: 29+50.42 GOLDEN EAGLE= o - - STA: 17+54.93 FEATHER FIG 3869.72 x — 200 LLN00'29'01"W o 550'TRANSITION STA: 29+56.09; 10'R GOLDEN E LE S T 1-8"TEE; 3-8"GV 33 L. F.4'VG ��N b 010 P au W $MH F 1 N N 5�FG �0 6�yti I= NOTE: ALL.IRRIGATION WATER,DOMESTIC WATER AND SEWER FV - LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY F .NO x TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND 203 202 _ E. 201 THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC FC F d WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE N N << I M„ DISINFECTED IN ACCCRDANCE TO APPLICABLE AWWA i< STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED 6 a a z� CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A Ij SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE WATER SYSTEM INSTALLATION. ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND - STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. BENCH MARK CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO BENCH MARK NUMBER 3652-2931 NEAR THE REFERENCED STANDARDS AND SPECIFICATIONS. CORNER OF VALENCIA STREET AND PHEASANT NOTE: ROAD.NW BOLT ON FIRE HYDRANT AT CITY TEMPORARY BLOWOFF ASSEMBLIES AND END PLUGS FOR WATER ELEVATION 3872.36(CITY DATUM; JUB PROJECT SEWER IRRIGATION WERE NOT NEEDED BECAUSE PHASE 1 &2 SPECIFIC ELEVATION 3874.20 FOR TIME. CONSTRUCTED ON GOLDEN EAGLE DRIVE AT THE SAME CONSTRUCTION; THERE WERE NO CHANGES TO THE POSITION OF THE UTILITIES. CENTERLINE AND TOP OF CURB FINISHED GRADE o� 3896 w.� 3896 3892 3892 4 � 3888 3888 3884 3884 - o r 3880 z 3880 � z + i 3876 D 3876 a - 3872 3872 50 RANSITION B NON 3868 'POTABLE RRI.LI 3868 DIA.PV 141 3 N 3864 864 z xin N 0 3860 3860 x f E a z Wzz zz zz 3856 N C___ 3856 ELEVATION o o N o STATION w 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 Il THIS DRAWNG WAS PREPARED BY HUMBOLDT FOR A DSGN JJS 4/25/06 MAPPING AND DRAFTING GOLDEN EAGLE STREET AS-CONSTRUCTED \\•oy\ SPECIFIC PROJECT,TAKING INTO CONSIDERATION E N GI N E E R B Y STA.: 28+20.57 TO STA.: 29+50.42 ,✓�_ U THE SPECIFIC AND UNIQUE REQUIREMENTS OF AS-CONSTRUCTED 10 01/09 RHC DRN RHC 5/5/07 ^I D STB THE PROJECT. c CONSTRUCTED 2009 RHC JJS CKD JJS 6 10 07 JOHN J. STRAUBHAR HUMBOLDT GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 REUSE OF THIS DRAWING OR ANY INFORMATION CONSULTING ENGINEER CONTAINED IN THIS DRAWING FOR ANY PURPQSE REVISED WATERLINE 5/26/08 RHC JJS SCALE: HORIZ. 1° = 40 P.O. Box 5071 28 DRAWING NO. REV IS PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW 5 5 07 RHC JJS C 303 FEATHER AVENUE VERT. 1" = 4 TWIN FALLS, IDAHO N THE SOUTH, SECTION OI FROM BOTH HUMBOLDT AND HUMBOLDT'S CLIENT / / 208-736-8255 1333 CLEARWATER WAY,TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST, BOISE MERIDIAN 307_1 IS GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DWG ONLY TWIN FALLS GOUNiY,IDAHo 307GEIAB.DWG 2 3 4 5 6 7 8 w ¢ 3 w N U x dry x Z, z 162 181 N 3N m 161 RW0w �M N � d 0 20 40 80 120 FEET T a <4 m =Q C6, 1"= 40' A r 1 oP o f d Is — - - — — 1-6- c 3 02�"W 3:8"FSS U ST DEN EAGLE "ST EET — `� - 'n Q NOTE: ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER "' LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OFF �i F z �3 a TbWN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND c3 z x w N oaN N o+� ! THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC 208zo 207w w w m206 N „`; N o^�mo N Q w WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE o m� 205 "'+ 204 N ,� 203 N 202 DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED B CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE WATER SYSTEM INSTALLATION. Qom ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL W CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND sa< STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE BENCH MARK No IDAHo STANDARDS FOR Pueuc WORKS coNsrRucnON, CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO BENCH MARK NOMBER 3652-2931 NEAR THE Q3N�o REFERENCED STANDARDS AND SPECIFICATIONS. CORNER OF VALENCIA STREET AND PHEASANT 3z�m ROAD.NW BOLT ON FIRE HYDRANT AT CITY NOTE: ELEVATION 3872.36(CITY DATUM; JUB PROJECT TEMPORARY BLOWOFF ASSEMBLIES AND END PLUGS FOR WATER, - SPECIFIC ELEVATION 3874.20 FOR - SEWER AND IRRIGATION WERE NOT NEEDED BECAUSE PHASE 1 CONSTRUCTION; &2 WERE CONSTRUCTED ON GOLDEN EAGLE STREET AT THE SAME TIME. THERE WERE NO CHANGES IN THE POSITION OR THE UTILITIES. CENTERLINE AND TOP OF CURB FINISHED GRADE 3896 3896 LL^ �In LLM �N o 3892 3892 a x a 3888 3888 U Q C> wl r I 3884 3884 mZZ w 3 w F +m �¢a o 3880 o Fun., p + 3880 ^ lz a z< v�i5 3876 3876 D �p 261 LF 3872 SLOPE__1.g89, LINE _ 3872 0 1.F. SLOP C�FG-2 D9, E_ 2.07% Q �z VC _ �w 3228 L.F.SLOPE U 3868 3868 - - Zp 3864 3864 — h Z 3 0 3860 o a +¢ 3860 3 i E w a 3856 '^ N 3856 ELEVATION o nits m STanoN 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 �Ir 7 �C\E O WIN THIS DRAG WAS PREPARED BY HUMBOLDT FOR H� ?f SPECIFIC PROJECT,TAKING INTO CONSIDERATION DSGN JJS 4/25/O6 MAPPING AND DRAFTING GOLDEN EAGLE STREET AS-CONSTRUCTED 77.sTeP THE SPECIFIC AND UNIQUE REQUIREMENTS OF � AS-CONSTRUCTED 10 01/09 RHC DRN RHC 5/5/07 ENGINEER By STA.: 25+59.23 TO STA.: 28+20.57 THE PROJECT. c CONSTRUCTED 2009 RHC JJS CKD JJS 6 10 07 JOHN J. STRAUBHAR HUMBOLDT RE USE OF THIS DRAWNG OR ANY INFORMAION CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 CONTAINED IN THIS DRAWING FOR ANY PURPOSE A REVISED WATERLINE 5/26/08 RHC JJS C 304 VIEW AVENUE SCALE: HORIZ. 1" = 40 ' P.O. BOX 5071 IS PROHIBITED UNLESS WRITTEN PERMISSION A SSUED FOR REVIEW 5/5/07 RHC JJS C 307-1 GOLDEN EAGLE STREET VERT. 1" = 4 TWIN FALLS, IDAHO IN THE Ei/2SW1/4,SECTION 28 DRAWING NO. REV FROM BOTH HUMBOLDT AND HUMBOLDTS SUENT 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN C 307-2 0 S GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DWG ONLY TWIN FALLS COUNTY,IDAHO 307GE2AB.DWG 1 2 3 4 5 6 7 8 INV.EL.38%40 ' _�—68' 5 III I Ih 356 a L.F. STORM DRAIN PIPE SLOPE=1.49j IAI II I 5' 162 181 2 — I � 5°10 FOND I a s STA 17.04.87; 18.5'L m 36I p! N B A -/� A ------- -- --- ^ I a C/L DOUBLE CATCH BASIN; CGI a // 2' -- —� 0 20 40 80 20 FEET TCL.3869.97 7.5'� 198 / y o E,I m p W I GRA E FL EL.3869.3 7 5' TYP ZI III TO SD BOX H5 INVIIN EL.3865.81 SOUTH o a a - dl z GOL,pEN EAGLE ass STREETiss SEE SHEET C 307-1 ., 5Z INV OUT EL. 3865.71 NORTH _ T w i�oz CB 1 40' SHEET C 307-2 CONSTRUCT PER STD DWG C-2 SEE a 3 20• <z o+ 2 - - xI o 12 FROM 3 d SHEET C 301,C 3C3 "' ` I a PLAN V1EW o Typ "off' i 3 0.,1 I = V ¢ STORM DRAIN BOX H4 A — c W 200 I 3 a `~" a -' Z m TYP. o`! I� - 20 s III J STATION 34+07.94; 44.50'L P. _ wl INV.THRU EL.3861.61 NORTH&SOUTH 2O4 2O3 ZO2� TM�� sl OP EL.3864.50 WHEN FARM OPERATIONS CEASE N - NNm 67 I`' i z� MN x W a,�„� Q w 3� N o Im NI ^ y¢ REMOVE PIPE AND PLUG NORTHSIDE 6 _ oo I m 2 p WASTE WATER THRU -- `nvom� wJo +F o �� " no�W w"`„ °'N m m ��'- 21 - N T R 2O1 m o,.,w o � ,�+,� ``n �t °J +x '„ - TO FG 860.09 a g� TO POND �� o Sl'25'03 —_ +^ PC "74 INV.IN EL.3860.86 SOUTHEAST a INV.OUT EL.3860.59 NORTHWEST V �J Q rnml�oya TA: 6+04.6 S TO FG 3859. 9 EX. SECTION A-A — C FG 3860, O WI NOTE: A IRRIGATION WATER,DOMESTIC WATER AND SEWER T `ti 0 IN INCLUDINGSERVICES LINES SHALL CONFORM TO CITY ES�NNa� 3859.17 fFLC OF Jg— 'P •y'S�' - ; 'J M - — — — — — — - — PAND AFIF INV-EL86 — I TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND a 28 L.F. i6 GA.8"DIA. CAP TC FG 385 EX.N THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC N w w WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE -- } PLANTER STRI AN S RIP-2 DRAIN ROCK — -- — — — — DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA I— —6'= — — STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED 5' J"�--' - NEW PAVEMENT TO C/L SS BE �— CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A o\NEW PAVEMENT TO C/L } NEW PAVEMENT TO C/L �NLL 15' w� SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE �9 T oU 30 _ 1--- — — - WATER SYSTEM INSTALLATION. �— NOO'2907IN FARRISON STREET SOUTH __ ___ _ R———T— "' —— —— — —— — ——— --W— 8— —�W— —8— — ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND B X— —_ _ STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. UNPLATTED -� <+ _ w z 1 CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO z <� + �<<a< z I x REFERENCED STANDARDS AND SPECIFICATIONS. �IwRIP z� �' alNmZ � �� +„ fw� -_-PPo - IN o z ¢ B J zoo Mz: Mw NOTE: iw m < N m r N N m < 3 3� `" <� x`�o��o n�o w N�z o 3 o CURB,GUTTER&SIDEWALK,STORM DRAIN AND ROAD BALLAST ^o ? "mF-'�_ o�3 z IN'oz � +o- _^'z ,�,w -�' QOLL� _ w J� f-z- FROM LIP OF GUTTER TO EX.EDGE OF PAVEMENT WAS �n +m= "' w a o m ¢sF z "�'_ mom +'> U x o CONSTRUCTED IN 2009. w a o Nw ^o' `o" POTABLE WATER LINE,NON-POTABLE IRRIGATION LINE AND BENCH MARK M N M N o z. 3 _ .w o oM� M- �_ xm Q� N a¢m `i _� m m o �n o N ao Y N i n a a J w Jo Qz ,�3 �� a w 3�„ > ROAD CONSTRUCTION HAS BEEN COMPLETED IN 2012 HARRISON "' m + m STREET SOUTF.THE IRRIGATION CROSS TIE AT HARRISON AND BENCH MARK NUMBER 3652-2931 NEAR THE N PHEASANT WAS CHANGED. ANR THE WATER TIE IN AT FEATHER — CORNER OF VALENCIA STREET AND PHEASANT w '" - ? z r NCI o= .�-o »> w - 3��" o.x 3 - KIN �� +�z� s ¢ax �,ozzz Nk' AND HARRISON THE EX.8"GV AT THE TEMP BLOW OFF ROAD.NW BOLT ON FIRE HYDRAN-AT CITY " vUwi o N o ai `� m y u w o o>t-� a N� z 4 ASSEMBLY WAS LEFT IN PLACE. THE STORM DRAIN HAS BEEN ELEVATION 3872.36(CITY DATUM; JUB PROJECT _ z a z N z_ < a = MODIFIED FOR ADDED BOX INSTEAD OF MH AT FEATHER IN SPECIFIC ELEVATION 3874,20 FOR o< a<m N<c= =3 m '^ 2009. CONSTRUCTION; CENTERLINE AND TOP OF CURB FINISHED GRADE �3 co o " nrn n Mr 'Dm M m� �� "�z wUP m wI wM A m m �I 3880 _ 3880 U O F U+ U V C Z_ 3876 a 3876 olw 0 3872 + 3872 M� a _c� o z + c r m II 3868 3 `� �� Q 3868 E=_23 ip„DIA.PyC79 FG-1.789, +a M_ � 'x Dlq NON_POT 3864 "z-'� gBLE IRRIC '¢-� J ++ °i' 3864 z N C FG-1.647 n QQa o --- ---- - --- - M D 121. STORMD AIN —� ------------- - ------------ - o+ °12'DIA. C 900 N M V z 1 2.46 L.F.SLOPE=- .43% -- T99'fi5TF.---,, OPE=-0.79� 3860 +" �>-� ?0 12"DIA.PVC --- _ -__ __ 3860 <w 66 C.F. - o ? 2 DIA +m z_z DO °'z �- ER _-- �J f o�a �+ y� T- 3856 3856 x+"? - � - - oz zz 3852 29'TYP. a r� z ooz <o�od + 3852 z x+ + _w 7iei In: 3848 3848 m _ E 3844 °J 3844 3842 --' 3842 ELEVATIONP. o STATION w 29+50 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 THIS DRAWING WAS PREPARED BY HUMBOLDT FORA AS-CONSTRUCTED 12/20/'2 RHC DSGN JJS 4/25/07 MAPPING AND DRAFTING HARRISON STREET SOUTH AS-CONSTRUCTED +2 STryh�'i�g' SPECIFIC PROJECT,TAKING INTO CONSIDERATION ENGINEER BY STA.: 30+12.66 TO STA.: 36+56.23 BK. THE SPECIFIC AND UNIQUE REQUIREMENTS OF REVISE IRRIGATION LINE 02 17 12 RHC JJS DRN RHC 5/5/07 THE PROJECT. c AS-CONSTRUCTED STORM DRAIN 10/01/09 RHC JJS C 301 PHEASANT ROAD SKID JJS 6 10 07 JOHN J. STRAUBHAR HuMBOLDT REUSE OF THIS DRAWING OR ANY INFORMATION GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 CONTAINEDIN THIS DRAwwGFOR ANY PURPOSE REVISED WATERLINE & IRR. LINE 11/01/08 RHC JJS C 303 FEATHER AVENUE SCALE: HORIZ. 1" = 40 CONSULTING ENGINEER P.O. BOX 5071 IS PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW 5/5/07 RHC JJS C 308-2 HARRISON STREET SOUTH VERT. 1" = 4 TWIN FALLS, IDAHO IN THE El/2SW1/4,SECTION 28 DRAWING NO. REV FROM BOTH HUMBOLDT AND HUMBOLDT'S CUENT 208-736-6255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN E Is GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DAG ONLY PHONE: (208)733-2300 TWIN FALLS COUNTY,IDAHO C 308-1 3081 HRAB.DWG 2 3 4 -- - - 5 7 g 0 20 40 80 120 FEET 1"= 40' NOTE: ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER A LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND o THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC ES o WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE o o ¢ ¢ DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA o FUTURE FUTURE > 3 w 208 207 V,� 206 STANDARDS O INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED o� � m 205t- 204 3 203 Ur 202 CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A w f 3 w SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE WATER SYSTEM INSTALLATION. �+ w - 3 ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND - + STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. a2 w s dw a a n zQ m CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO REFERENCED STANDARDS AND SPECIFICATIONS. mow¢ '6 o w F r + +� ?��w +m IT +M^m m TS N ^n N m a x PLANTER STRIP 2 DRAIN ROCK LANTER STRIP -- .._ m 15"NEW COMPACTED AGGREGATE BASE COURSE p7 - - 26 - ��7 - -8"- HAR.RIISON S'r FZEET SOUTH NO'29'67"W -T----T-----fP---T- -- r -T -�--- 1'--T-� -EP 1L,�W--T_ N BENCH MARK_ BENCH MARK NUMBER 3652-2931 NEAR THE ^� o "'�3m o'Fw NOTE: CORNER OF VLT ON A STREET AND PHEASANT �?�ow J wX� r POTABLE WATER LINE,NON-POTABLE IRRIGATION LINE AND + �°D -mN w mwa - r'�m COMPLETION OF ROAD CONSTRUCTION WILL BE IN THE FUTURE ROAD.NW BOLT ON FIRE HYDRANT AT CITY M o� ¢w ON HARRISON STREET SOUTH. ELEVATION ELEVATI3872 ON 387ITY DATUM; JUB PROJECT `^" n'`-' `mow �< < vri� USE STANDARD COLLECTOR ^o�z �o�n SPECIFIC ELEVATION 3874.20 FOR ^< CONSTRUCTION; �w + oo �+ rnz ROAD SECTION USING A +aF F� THE ROAD WAS EXCAVATED TO SUBGRADE FOR CURB,GUTTER - AND SIDEWALK AND THE ROAD LIP OF GUTTER TO EDGE OF N vQ WORKING WIDTH OF 29'TO FC: �oo� n~oo EXISTING PAVEMENT. 3/4"GRAVEL WAS INSTALLED TO FG. THE �- SEE STD.DWG.S-4 FOR ¢ BALLAST SECTION: CURB,GUTTER AND SIDEWALK WAS INSTALLED AT THE SAME TIME IN 2009. CENTERLINE & TOP OF CURB FINISHED GRADE ��m< � m 3888 .ram a W s rn �o 3884 27q N 4 O M U \ + m s r w 3884 Q '1567 w 3 a 0 3880 3876 � a � o NM 3876 394.5 5 L.F T(R C L FO'2.ilq, c� 3872 w� 2"DIA p�OJq = _ OTABLE IRRIGA nO LINE o s 3872 u_oi ¢oN oN 265 L. 12" II i v 3868 �� og mK �?w m"�� TER LINE ro 3N w<�J _ _ 3868 D 3864m orN f m --- _ ~ 3864 O U Z w 3860 ¢J ~ O U w Z wU ZV 3860 n 3856 = w n U Nip 3856 3852 o 2'TYP. 3852 3848 ELEVATION o 0 3848 m� m cO °J o rM1 rn Fz STATION w 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 30+00 THIS DRAWING WAS PREPARED B7 HUMBOLDT FOR 28+00 29+00 31+00 SPECIFIC PROJECT,TAKING INTO CONSIDERATION AS-GGNSTRUCTED 12 20 12 RHC JJS 32+00 02/17/12 RHC JJS DSGN JJS 8 25 06 HE SPECIFIC AND umauE REQUIREMENTS S of D REVISED IRRIGATION LINE / / MAPPING AND DRAFTING HARRISON STREET SOUTH AS—CONSTRUCTED DRN RHC 6/2/0 ENGINEER BY STA: 27+58.67 TO STA: 30+12.66 THE PROJECT. c CONSTRUCTED 2009 RHC J S I I CT[�n [� [� HUMBOLDT REUSE OF THIS DRAWING OR ANY IN Y PURPOSE CKD JJS 6 12 G7 V OI V J. J I I A V UI I A\ H IS PROHIBITED w THIS UNLESS WNG WRITTEN RMI SIGN E_a__REVISED IRRIGATION LINE & PAVEMENT TAPER 5 26 08 RHC JJS CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 F PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW SCALE: HORIZ. 1" = 40 ' FROM BOTH HUMBOLDT AND HUMealDrs CLIENT 6 OS 07 RHC JJS VERT, 1" = 4 R_o. eoX so A IN THE E1/2SW1/4, SECTION 28 DRAWING N0. REV TWIN FALLS, IDAHO s GRANTED REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN C 308 2 0 FOR zaK3s DWG ONLY PHONE: (208)733-2300 TWIN -FALLS COUNTY,IDAHO 3082HRAB.DWG 1 2 3 4 5 6 7 8 BENCH MARK v)(�.�. VaS A SLJIB. N g BE ON MARK NUMBER Tj b'Z W52-2931 NEAR THE CORNER IRRIGATION OF VALENCIA STREET AND SERVICE BOX PHEASANT ROAD.NW BOLT ON CITY OF TWN'FALLS BREYYOCH EDGE 3'MIN. ARE HYDRANT AT c' REGIONAL IRRIGATION 333 F� MILK ON 3e]2.38LGTY OANM;JUB PROJECT SPEGFIC PUMP STATION O c ELEVATION 39]A.20 i0R N O.J IRRICARON SERVICE BO% PR R LINE CONSTRUCTION:q UNPLATTED N qIJ L ,`j 1'TO 1 4BACK DEWALK RECR110N LINE L LL -- ---- — �'=-W---- PHEAS T ROAD — —a w ——— 8'=w— ———a'= w-— SANITARY SEVER 12 2" a�' —— SERVICE 11NE - _ C L STREET- - --w-�_ f r - 6— ———I —I—-® — ——I———6——————__—— 0 pL STRNDARO�M. SD-3010h SD 302� REFERENCE IDAHO PUBLIC WORI(5 CONSTRUCTON S88'34'57"E } NEW OUTLET PIPE IRRIGATION & SANITARY SEWER SERVICE COMMON TRENCH NTB 122 123 4:11 SL PE :1 LO E YP. • NOTE: p � L�iG 124 125 126 127 128 129 130 3 IRRIGATION SERVICE DISTANCE FROM / 3 80 PHASE 1 F BQTTON p 3857.4 SANITARY SEWER SERVICE HAS BEEN a W ET5'6?ARY CHANGED TO 6'PER CITY IN 2008,VIEW AVENUE IRRIGATION SERVICES ON THE / U RETENTION-DETENTION POND SOUTH SIDE WERE CONSTRUCTED AT 6'. I 4:1 S'_PE 4 1 LO E YP. E- 0 30 60 120 180 FEET 139 138 137 136 135 134 133 132 z sas'34 67°e 140 131 f 1"=60' l NOTE:ALL IRRIGATION WATER,DOMESTIC WATER AND SEWER xi LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF B I (~ TWIN FALLS STANDARD DRAWINGS AND SPECIFICATIONS AND THE NEWEST EDITION OF THE I HO STANDARDS FOR PUBLIC �j - _ 0 WORKS CONSTRUCTION AND DOMESTIC WATER LINES SHALL BE F-I 141 �..,-..� AR OW STREE DISINFECTED IN ACCORDANCE TO APPLICABLE AWWA I -w - 198 STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 CERTIFIED CHEMICALS FOR DISINFECTING POTABLE WATERLINES AND A W II E SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE POTABLE W WATER SYSTEM INSTALLATION. 142 W 190 191 192 193 194 o ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL 195 196 197 CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGS AND STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. PHASE 1 a�. CONTRACTOR SHALL UTILIZE THE MORE STRINGENT OF THE TWO ? REFERENCED STANDARDS AND SPECIFICATIONS. z I x 143 :L. NOTE: AN 18-INCH WATER LINE WILL BE CONSTRUCTED IN p p 3600 NORTH ROAD FROM WASHINGTON STREET SOUTH TO A I 189 188 187 186 185 184 183 182 HARRISON STREET SOUTH. THIS 18-INCH WATER LINE WILL BE 1 CONSTRUCTED BY OTHERS.THE PROJECT AND PROJECT PLANS 144 1 199 200 201 SHOW A 12-INCH WATER LINE IN HARRISON STREET SOUTH AND WILL BE RETAINED AS SUCH.THE SUBDIVISION WILL BE Eh • CONNECTED TO THIS WATER LINE AND PORTIONS OF THE _ NOTE: 12-INCH WATER LINE SHOWN ON THE PLANS. 1 POTABLE WATER LINE AND NON-POTABLE C --�� IRRIGATION LINE WILL BE DONE PARTLY A PRESSURIZED IRRIGATION PUMP STATION WILL BE " F A R AVENU BY OTHERS FOR HARRISON STREET SOUTH, CONSTRUCTED AT THE LATERAL AND HARRISON STREET SOUTH 145 - _ 300'3 NORTH OF PHEASANT ROAD INTERSECTION IN THE -— FUTURE.A 8-INCH PRESSURIZED IRRIGATION WATER LINE WILL }-, BE INSTALLED IN HARRISON STREET SOUTH FROM PHEASANT ROAD SOUTH WITH PORTIONS OF THE 8-INCH IRRIGATION WATER LINE AS SHOWN ON THESE PLANS W W z 146 • 172 173 W PHASE 1 00 174 175 176 177 178 179 180 181 U)° 202 TOR0.BO%5 - MACH SIDEWALK NOTE: SEE STANDRD DRAWINGS AND SPECIFICATIONS PHASE 2 yr W PHASE 1 a e.5,FOR RESO NTUE SREETs Am Ies FOR REIRDI L SIREErs GENRI To SAX o eve P ASE 1 a -—147 - P ASE 2 - -- --—--—-- --—-- W PHASE 2 x A —moss vDRE a zsox Tmca FRGLI uP a MUTTER TO cENTERuxE 203 .T7A"AGCNEGTE aASE �4v GIE 9tSE 171 170 169 168 167 166 165 164 163 162 A SDK OF S1—K STREETS E% 1 A5 ND FO DN FLAN= TYPICAL RESIDENTIAL STREET SECTION REFERNC 148 T CITY OF TWIN FALLS STANDARD DRAWINGS S-1 THRU S-5 PH SE 2 204 NOTE: D -- PHASE 2 POTABLE DOMESTIC WATER LINE AND NON-POTABLE IRRIGATION LINE HAS IEW AVE UE NOT BEEN INSTALLED FOR HARRISON 149 - - �� _ I - - - - - - - STREET SOUTH. 205 � G I P SE 2 @i 150 151 152 153 154 155 156 157 158 159 160 161 206 NOTE: SEE STANDARD DRAWINGS AND SPECIFICATIONS PHASE 2 U D 5 11'NY.A54?ROAD AND NWMSDN STEET SOUTH 2M.Y FOR PHFASWI ROAD AND 295'FOR NWRI9PN EIMET SOUM CEVIERLINE TO&CK OF CURB 5' ———— PHASE 2 E mp -CROSS AOPE.25D1i�I 11 FROM LIP OF GUTTER TO CENTERLWE R ITEW FUTURE P ASE 2 FUTURE I '�;��,,,� �""�E FUTURE 2, wx AS%MLT PAVEMENT 207 CON^MiFD SUBDRNE 9"-/1/E G BASE 510 2N'4£RG4 CURB ON RIRRISON SIREE!SOIRH AND PIIFAtWT Rp1D TYPICAL COLLECTOR ROAD SECTION REFERNCE: NI CITY OF TWIN FALLS STANDARD DRAWINGS 9-1 THRU S-5 208 E BENCH MARK -- J BENCH MARK NUMBER 3652-2931 NEAR THE CORNER OF VALENCIA STREET AND PHEASANT ROAD. NW BOLT ON FIRE HYDRANT AT CITY ELEVATION Q'cP 3872.36; ---JUB PROJECT SPECIFIC ELEVATION 3874.20 WHICH IS 1.84 FEET HIGHER THAN TWIN `",,Nff FALLS CITY DATUM. r THISCRAWING WAS PREPARED BY HUMBOLDT FOR A DSGN JJS 3/20/07 MAPPING AND DRAFTING AS-CONSTRUCTED PEIFIC PROJECT,TAKING INTO CONSMERARON ENGINEER THE SPECIFIC AND UwoUE REGUIREMENTS OF DRN RHC 4/24/07 / B� MASTER UTILITY PLAN & DETAILS HE PRDEC1 c AS CONSTRUCTED 12 20 12 RHC CKD JJS 6 10 03 JOHN J. STRAUBHAR HUMBOLDT USEOFTHISDRAWINGORANYINFORMAnoN REVISED WATERLINE & IRR. LINE 5 24 08 RHC JJS CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 CONTAINED IN THIS DRAWING FOR ANY PURPOSE SCALE:HORIZ. = 60 P.O. BOX 5071 GI S PRDHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW 4 24 07 RHC JJS TWIN FALLS, IDAHO 83303 A PORTION OF E1/2SW1/4,SECTION 28 DRAWING NO. REV ROM BOTH HUMBOLDT AND NUMBOLDT's CLIENT 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN 1 s GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24%36 DWG ONLY PHONE: (208)733-2300 TWIN FALLS COUNTY,IDAHO C C317MASAB.DWG _ 7 8 A lv lv® _ `3 IN THE 0 50 100 200 300 FEET EAST ONE-HALF OF THE SOUTHWEST QUARTER, SECTION 28 TOWNSHIP 10 SOUTH, RANGE 17 EAST, BOISE MERIDIAN, 1•=100' TWIN FALLS COUNTY, IDAHO 2008 LEGEND 11 To s H 1` �A II II 12 - .�- K \ -L-.-L--,� 21 LOT NUMBER SF SQUARE FEET T - 1 7 // - - O 5/8"X30"REBAR/CAP SET p s ��3 Im FZ�15 Cw VILLA VIS A ASV N 2 e \ LACASA LOOP T - - 0 1/2"X24"REBAR/CAP SET 6 VI" .- - - -o_ - �- • 1/2"REBAR FOUND 7 8 ,t 4�CITY pT 7WN FALLS Q -I 13 LO C 1 rc m w N REGIONAL IRRGAilON CENTER WARIER CORNER 40.5 BRASS CAP FOUND C �m16 P�NPLA T�AiION N'� / VILLA VISTA S�7B. Np B 5EC110N 2BI m<n �F5m$ - VILLA VISTA SUB. N. 2 Ip $ >Z WQ 14 is 16 17 la 5/8'REBAR FOUND Q 5/8'X30"REBAR FOUND ----------S 88'34'57"E 1604.75L----------------- - -�- --J - _ _L - - - CENTERLINE(AS SHOWN) 28 $ ___-__---\ ___ - -f _-------------- EASEMENT LINE AS SHOWN OR NOTED) -- ------ ---------------- S 88'34 5T E 1017.11'--------�,29 1310.94' 184.88 - _________________---- B �_ toe8-93, - --- ------_:' ^ PHEASANT ROAD PUBLIC UTILITY EASEMENT FOR �$$. ----------- - DRAINAGE,UTILITIES,IRRIGATION,&SNOW REMOVAL. N o rn p ; -;- -T , I 629.39' �' `� -��53 __------ LOT LINE -�I " n _--------- LOT LINE AND RIGHTS OF WAY LINE -�12 _�-__ 254947587rL_____ SECTION LINE o �� "' o N om - m 1 25 - 40.5' --- ----- RIGHT OF WAY LINE(EXISTING) ,Fno2 12Z 123 3 1Z4 n - 15 - 1 I SUBDIVSION BOUNDARY • /�� 0 125 �_ iZ6 _� iZ7 og _ � t5'J '- - LOT LINE EXISTING g - 7,615 SF�-"7,q9 5S ' 7 -7,a19 5F�5T419SF 3a4157"� T4158F oT41BS F oo e'Oee SF n z I -- -- --- TEMPORARY EASEMENT EXTINGUISHED WHEN NO LONGER 2 SF 30 D PI �- o =/ 843.8E 115.71 -,. 60.00'`-60.00'-60.00'--60.00'-- - --_ - ply - �- rq I/ n 60.0'--60,00--60.00- 76.49, �, NEEDED(AS SHOWN AND NOTED) < 6,103 SF 6,390 SF 6,390 SF. 6,390 S� 1 w w<o 0 L- 8,2615� 3r 6,3905E 6,3905E 6,390sF „eso9sl y dgw==-I i HEALTH CERTIFICATE Fw - --- 139 ��138 0$ 1372$ 136g135o„ 134M w ' eon c w 10.6a2 sF o g 133 0$ 132 0�131 161 L7g• 140 ry~�cs9g og g �g _� _g g Iti' �<� a� _I SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE TITLE 50,CHAPTER 13,HAVE BEEN SATISFIED - F 9�}- 4_6622 ___ _ _� - - I"7 k.l g F"�----I BASED ON THE STATE OF IDAHO,DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)APPROVAL OF THE 'g w x�F m DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR 4T 4.40'N^6440' 64.40'N f 1--Jr <��€fin 1 w 20 A 4.40'o-fi4.Q9 f 64.QD' 6Q 59' p 1�1 ds i 434.8z' ._ 'x CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS.BUYER IS CAUTIONED THAT AT THE TIME Z rn a A& i® -- - ARROF STREET_ _ of _ IP& `"Y OF THIS APPROVAL,NO DRINKING WATER OR SEWER SEPTIC FACILITIES WERE CONSTRUCTED.BUILDING E o 41 N883457'W 52.95 -- g= a N `w F 676e sF / 4s1 9' SI > CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER W`y s2s1 -14,C _ s2.do sa.00 62.60 6z.do 63'.do 63.57 N w 8 w`�9 N FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING TRACT O' THOSE FACILITIES,IF THE DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET OTHER CONDITIONS OF m 142 - - - 1s'- I- S 1 198 I x THE DEC,THEN SANITARY RESTRICTIONS MAY BE REIMPOSED,IN ACCORDANCE WITH SECTION 50-1326, - - z -- F s99J sF g 190 S- 191 _- 192 193 r8 194 .9 195 196 197 w o7,n5 SF 15'J W IDAHO CODE,BY ISSUANCE OF A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY J 100.08 L 8_378 SF o 6,708 S 6,a9B SF 6,708 5F� 6,49a SF RETENTION-DETENTION LOTS I BUILDING OR SHELTER REWIRING DRINKING WATER OR SEWER SEPTIC FACILITIES SHALL BE ALLOWED. 25 25' 6,498 SF 6,498 SF 8,025 5F rn I•a 015 e --- -�8 4=5�'E--- --_ --� iK1, < d 143 Igi w f Q2fi-- -64.00- -fi 2.00- -64,00- _ 6,405 SF 8.204 SF 6,708 5E .W- 78.6} � ~ 588'34'S7'E---S BB'34'S7' 180.-1-1 .3 -- ,, 6,498 SF 6,708 5F; 6,498 SF 1 89.85-- -0.05-- "I C 6,498 SF�6.498 SF�;�8,384 SF 7 --100.91 z mo.o9 W ""I 189 _ 181 ' _ 187�m - 1 l 1W. �' SOUTH CENTRAL DISTRICT HEALTH, REHS DATE 186 ' _ 185 o m 184 183 82 1 ' m o-w,g 144 I'I gi aIm JL15 no 3 _ r3 r3 1u125'I25't 18..78999 i g g=Boo DSF�B ,218 SF I$i to r g g n C�� GENERAL NOTE: THE DEPARTMENT.OF ENVIRONMENTAL DUALITY THROUGH 6,606 SF -- __ ___ J y MEMORANDOM OF UNDERSTANDING WITH SOUTH CENTRAL DISTRICT HEALTH(MOU) 29 28V W O ��,"'SSS��-�°°i.la' 64.QP N 2.40'f o 4.0T'-- 24.0'- 62Q0' 62 f 6 67' 1--- - -- 40.5,x yy 100.09 509.01 d- 73.9.6' 15" 32 33 a A+ o E __58�',11' _ 259.79'� --4 _ _ I N L -----e ° CURVE TABLE 6145 SF p FEATHER AVENUE - 3 1 35'- - CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD ERG ate. S88'34'S7"E 936.45' iB1 92'- C-SJ 8805'S6" 13.00' 19.99' 12,58' 18,08' N44'31'59'W -- „W In ry73.64 -fi7.00--62.d0 -62A0_ IS 62.50 6�.d0 62.00N R �Hli C-54 91'5'04' 13,00' 20,85' 13,44' 18.69' S4528'01'W rn 0 1C0.09 yl ur--_ --_ r-- --- --- -8d.60--_-90.91 9d.77 40.5'i C-55 25' 25 F-----T gg 8805'S0" 13.00' 19.99' 12.58' 18.08' N4432'02'W 146 Ig ,�I - _ g - o - 15'+I V�15' IS'�J C-56 91'S'10' 13,00' 20.85' 13.44 1.89' N45'27'SB"E 6,60E 5F _ u_I 172 'b'�- 6� "'� n O IG C-57 88V5'50" 13.00' 19.99' 12.58' 18.08' N4432'02"W - F = 173 c 174 177-0 176 179 - u, O 202 C-58 915'OS" 13.00' 2.85' 1.44' 8.69' S45R8'C1'W 8,we s80 - 181 �, 1o.zu sF :j yy 10009 fi,547 SF� 6,547 S- 6, 6,547 SF�6,547 SF- IN C-59 8'0'56" 13.00' 19.99' 12.SB' 18.08' N44.31'59'W Z o '�'''�O L-- _-_ 6.547 SF _8,448 SFn f o 11,079 SFIE, - --- - ' 1E --- 1 ___ z 1 116.32' I I� C-60 8895W 13.00' 19.99' 1.58, 16.08' S44'31'59'E 147 o z - T3.71---62.00- fi_ _ -6 -6'00- -62.00- -fi2.00- -80.00 - __ -J _ N89'30'59'E ,Vo C-81 9154'05" 13.00' 20,85' 13,44' 18.69' N45.28'01'E f 6,405 SF 8,610 SF 6,547 SIF 6,547 SF fi,5e7 106.9 ,.L9 m I ,y4 6,547 SF 6,547 SF 6,547 SF 6,547 SF ( 1 >y 203 +' �'o C-62 88'05'55" 13GO' 19,99' 12.58' 18.DB' N44'31'59'W 1 rl-- F "W 1 171 a a 170 0 8.448 SF n 11 44 SF g, p o -7so0.09 a mo 169 '- 168 167 166 a 165 0 164 ' 63 162 N, 7,a4ssr 1 I C-6} 915'os" iJ.00' 2.Bs' uaa' 8s9' xasze'orE = g f _ -- _ --__g -- ---- -g i f C-64 V48'5]" 55.00' .07' 30.97' 4509'- S45'30'35"W 148 g _ _ _ �N ''�"' y 118.32 4 N C-65 91'48S7" 5.00' 88.14' S6.]7' 79.00' S45'30'35°W 6,606 SF 11 g C15 o "8 °' C-66 _ 6277 6 -- ----- --- ---- J--_-J g 733'S3'41" 90.00' 210.2' 11.49' 165.6J' 54530'75°W f z m-'^ 204 oa 240' f fi2.00' 062 qg•0 62 QA' f 8240' 0 �g'8 7,445 SF g'$ C-67 21'02'22" 0.00' 22,03' 11.14' 1.91' S78.03'45"E oo 100.09 _ 24' 8440' Z.pg' R 15'+ 67883' C-68 20'59'29' 90.00' 3.97' 16.67' 32.79' N78'02'19'W _I 15'-1 m - -_VIE AVENUE `4 149 5B 34'57"E 754.92� -_--_-- N 11fi.32• ' C-69 01'36' 90.00' 15,07' 7.55' 15.05' S86'40'09'W $ it; 205 I^�'" C-70 2527'53' KOO' 4.00' 0.34' 39.67' S69'08'24°W 6,405 SF H C-71 2 27'53„ 90.00' 40.00' 20.34' 79.fi7' S43'40'316W 70.d0 60.00 60.00 6d.d0 60.00 60 W 6d.00 60.00 6d.d0 60.d0 a ig 7 212 SF g' ' '� 100.09 25' 25 GI5' --- --- --- - --- --- -_- -_ 6�.94 C-72 25V2'35' 000' 3934' 1999' NOl' S18'25'17„W 15Q8 l ai -- -r - ---,,, �_ 15'� m 116.73• I C-73 2770'15' 90.00' 42.94' 21.89' 42.54' S07'46'08°E D _- 6,60 SFn �$ .�$ mlo C-74 21'02'22" 60.00' 22.03' 11.14' 1.91' N7055'04'W .I g' UI 151 152 -e 153 s�154 155 -�156 157 _ 158 no 159 ` m1 206 ^� c-7s 6e7ror 1}.00' 20.01' 12ss' 1a.o9' s+a•29'25°E L- 1, 8,593 SF 6,J36 SF 6,33E SF� n h� 160 fig- 161 wi '81 7,445 Y Igo C-76 91'48'57" 13.00' 2.83' 13.42' 18.67' S45'30'35°W M100.09' I `I-- 6.33E SF 6,336 SF 6336 SF f 6,33E SF 6,33E SF 6,336 SF - L- L C- 25 _ 6,3365Fs 18,7605E �j- 77 88'11'oJ" 1}.00' 2001' 12.53' 18.09'. 544'29'25°E 1_$09'3B'07'W� 50.0' 440` 4'4D` 204` - L 5.11 J $99'30 59 W 1 .93' C-78 9V4857" 13.00' 20.83' 13.42' 18.6]' S45'30'35'W -21.35 S89'3607.W UNPLATTED N 88'34'57'W 705.10'` C-79 91'54'04' 13.00' 20,85' 13.44' 18.69' N45'28'01'E N002353'W n 50. P N LL TO rE GENERAL NOTES: � $89'3059'W �3 � i C-BO BBV5'S5" 13.00' 19.99' 12.58' 18.08' N44'31'59'W S0O7H PARK AVE. 1.MAINTENANCE AND WEED CONTROL PURSUANT TO IDAHO CODE 22-2407 FOR ALL LOTS ARE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE LOTS ARE SOLD UNPLATTED 2 - AND THEREAFTER ARE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. 3 2.BASIS OF BEARINGS: THE LINE BETWEEN THE SOUTHWEST CORNER AND THE SOUTH QUARTER CORNER OF SECTION 25,TAO S.,R.17 E.,B.M.,TWIN FALLS COUNTY, rn X'i IDAHO TAKEN AS SOUTH 89'05'EAST AS SHOWN ON SOUTHWOOD SUBDIVISION PLAT IN THE OFFICE OF THE RECORDER OF TWIN FALLS COUNTY. 4 20 l 21 3.EASEMENTS: THERE WILL BE A 15'WIDE EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,SNOW REMOVAL AND DRAINAGE ALONG THE STREET SIDE OF ALL LOTS. WARIER CORNS V THERE WILL BE A 5'WIDE EASEMENT FOR UTILITIES AND DRAINAGE ADJACENT TO ALL SIDE INTERIOR LOT LINES.ALL OTHER EASEMENTS ARE AS SHOWN HEREON 5/SNREBAR FOuxD - R DR UNLESS NOTED OTHERWISE. CPF 6J1827 28 4.TRAVEL WAYS IN THE DEDICATED RIGHTS OF WAY WILL BE BUILT TO CITY OF TWIN FALLS STANDARDS AND SPECIFICATIONS AND WILL NOT OBLIGATE THE CITY OF 3soo NORTH ROAD 33 TWIN FALLS UNTIL OFFICIALLY ACCEPTED AND DECLARED OPEN FOR PUBLIC TRAVEL BY THE CITY OF TWIN FALLS PER IDAHO CODE 50-1313. PH29 xr 28 w 5.LOTS WILL BE CONNECTED TO CITY OF TWIN FALLS DOMESTIC WATER SYSTEM AND SANITARY SEWERAGE SYSTEM. soulxwaoD 6.ALL LAND INCLUDED IN THIS PLAT WILL BE SUBJECT TO THE RESTRICTIVE COVENANTS FOR GOLDEN EAGLE SUBDIVISION NO.3 ON FILE AT THE COUNTY RECORDER'S OFFICE. ER 7,THE IRRIGATION WATER WILL BE TRANSFERRED TO THE CITY OF TWIN FALLS REGIONAL IRRIGATION DISTRICT. A PRESSURE IRRIGATION SYSTEM WILL BE PROVIDED VD&SPLLC av HL7ER PLAxT PLAT FO ALL S.THE CITY HAS INSTALLED A REGIO A- A ION_UPPLY_SYSTEM. "...eox s 1 VICINITY MAP 8.EACH LOT WILL BE RESPONSIBLE TO CONFORM TO CITY OF TWIN FALLS BUILDING PERMIT SITE PLAN REQUIREMENTS. TMM'FALM 0.' lJ TPA LJ Ap CONSULTING ENGINEER Nn 9.LOTS ADJACENT TO HARRISON STREET SOUTH SHALL NOT HAVE VEHICULAR ACCESS TO SAID STREET. R0°-T6-°3°' JOI IN J• S RA�81 AR TWIN FALLS, I D A H 0 to/1s/oe 10.LOT 130 SHALL HAVE NO VEHICULAR ACCESS TO PHEASANT ROAD.VEHICULAR ACCESS SHALL BE THROUGH FLINT STREET ONLY, 11.LOTS ADJACENT TO PHEASANT ROAD(LOTS 122 THRU 129)ARE PROHIBITED FROM BACKING A VEHICLE ONTO SAID ROAD PER CITY ORDINANCE. GOLDEN EAGLE SUBDIVISION N o. 3 SHEET 1 of 2 E EA.n PR�F�JJT v1 1 0, THIS IFICPDRAWING ECT PREPARED TAKING TO CONSIDERHUMBOLDT FOR DSGN JJS 11/25/05 MAPPING AND DRAFTING FOR AS-CONSTRUCTED PLANS SPECIFIC PROJECT,rNKNG INTO CONSIDERATION FOR AS-CONSTRUCTED 10 20 09 RHC DRN RHC 2/5/04 ENGINEER BY COPY OF THE FINAL PLAT THE SPECIFIC AND UNIQUE REQUIREMENTS OF I nI I p THE PROJECT, G REVISED PER COUNTY SURVEYOR 10 16 O8 RHC J S CKD JJS 5 04 07 JOHN J. STRAUBHAR HUMBOLDT CONTAMEDTINS DRAWING OR ANY INFORMATIONTHIS DRAWING FOR ANY PURPOSE POSE REVISED LOT NUMBERS & NOTES 5/26/08 RHC JJS CONSULTING ENGINEER GOLDEN EAGLE SUBDIVISION No. 3 JOB NUMBER: 8071 SCALE:HORIZ. 1" = 100 P.O. Box 5071 DRAWING NO. REV IS PROHIBITED UNLESS WRITTEN PERMISSION A ISSUED FOR REVIEW 2/5/07 RHC JJS TWIN FALLS, IDAHO IN THE E1�25W1�4,SECTION 28 FROM BOTH HUMBOLDT AND HIMBOLDYS CLIENT 208-736-8255 1333 CLEARWATER WAY, TWIN FALLS,ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST,BOISE MERIDIAN � 4 S GRANTED. REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS FOR 24.36 DWG ONLv PHONE: (208)733-2300 TWINSOU FALLS GE 17 E IDAHO � D 318PLATAB-DWG 5 6 7 8 F Pew o wB vpi �o 0 NOTE: z Ic�j1,1 STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY HAS REVISED IDAPA RULES GOVERNING DESIGN AND OPERATION OF PUBLIC DRINKING WATER SYSTEMS AND <N `ao�'6� CENTRAL WASTE WATER TREATMENT,COLLECTION AND REUSE SYSTEMS.PLEASE REFERENCE- N��U 01� --------- - '''- '''- - N _ _ - - _ - - - - ALSO REVIEW ALL NUMBERING REVISIONS AND CHANGES. NON-POTABLE WATER LINES. A PA TS u dill fP ...- ...- ...- mo DISTANCES BEATWEENBPOTABLE WATERF3ERVICQULRNESNANDREGARDIN SEPARATION 0 00 11 _ 1+00 2+00 SOU HWOOD AVENUE- - ==- -— '-- P_ N SEE IRRIGATION AND SANITARY SEWER SERVICE TRENCH PER IDAHO PUBLIC WORKS 8I III�S- -].66.� - - S ---+— - - 3+00 S88'50'O6" - - - 5+00 C CONSTRUCTION STANDARD DRAWINGS SD-301 AND SD-302. - -S- - .of -S 00 S- - I- 6+00 645.92, "— — k -S- 233.28' }N STA: 6+27.24;15'R. I�. I I II I I � _ - -+- - - „ xv � --- ---------- _ i ICONNECTED TO EXISTING 8"GV 25'- END REPLACEMENT � �I �( - - - - III NOTE: AL IRRIGATION WATER,DOMESTIC WATER AND SEWER E. �I �� II W �IV �� III -- -- YI IIN - - ------ ` I) 1EXI TING II LINES INCLUDING SERVICES LINES SHALL CONFORM TO CITY OF ] II W II 1 illY z z REPLACED 10 LF SS I III 5'ITYP ELL TWIN FA S TANDARD DRAWIN MAN SPECIFICATIONS THE . p I 3 1 II F III a�;x I w WITH C900 WL PIPE II 3 III NEWEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORK II m I CONSTRUCTION AND THE NEWEST IDAHO R Ul z N �I a s III II x IY FOR P B - F 19' °J III I� III I o x i 1 7.5' � NI III 3 , 1 m 1 1 16 18• II 1 Z DRINKING WATER SYST Mg(IDAPA 58.01.08).DOMESTIC WATER 23'I 17.5' 14 II E+ I I II �° J LINES SHALL BE DISINFECTED IN ACCORDANCE TO APPLICABLE �-�{ � AWWA STANDARDS TO INCLUDE THE USE OF ANSI/NSF 60 ap27 r-ri• 18 Ili' �' 1 1 II aN z III 1 III 18 Ili CERTIFIED CHEMICALS FOR DISINFECTING POTABLE WATERLINES W �� 1� a 8' N N II I x a II AND A SUITABLE FOOD GRADE LUBRICANT IS USED FOR THE I F III I o w d L 7.5' 1 U1 y, E-t -- - - - - - - Vl F-4 w 7.5'I I POTABLE WATER SYSTEM INSTALLATION. g JI _ 0 �1J�1 -5, -'L - 1- I 15 v_� II m \\ '\� z N II III_ �GJ 5.�I z � It 5' z f 5,�. ALL MATERIALS,CONSTRUCTION AND WORKMANSHIP SHALL OF II z I S� W "' 1 1 5 5'-� O CONFORM TO CITY OF TWIN FALLS STANDARD DRAWINGSAND 0 III 0 II '9 t,L N 1 II STANDARD SPECIFICATIONS AND THE NEWEST EDITION OF THE N>; O I O II Tn II O w NI IDAH°STANDARDS FOR PURIIQ WORKS CONSTRUCTION z II E N 2 •�� SOUTHWOOD AVENUE G I CONTRACTOR SHALL UTILIZE THE MORE STR NGENT OF THE TWO 18'� 18 II1 1 STA, TA: 5 114.92 PONDEROSA ST.= 8-W- REFERENCED STANDARDS AND SPECIFICATIONS. B V)d NI O li 1. --�I125' 2511 11 ST�:10+00 SOUTHWOOD AVE II 125' 25II 1 1 pl �L Ily 11 STA: 10+05.13; 5'R p E� ly Q EXISTING' W - - 1-90 ELL 1 II W // ,� I NI IY I _ _ �� _I III— — — — 1-B°cv I II a 8 IF-� BENCH MARK II � - - YI II tll F IR BENCH MARK NUMBER 3652-2931 NEAR THE 25 w I' �� CORNER OF VALENCIA STREET AND PHEASANT 1 it li III �O 1 Y r d N j ROAD.NW BOLT ON FIRE HYDRANT AT CITY Ni III II IN UI N ELEVATION 3872.36(CITY DATUM; JOB PROJECT II ��N III I 0 SPECIFIC ELEVATION 3874.20 FOR B 1 a CONSTRUCTION; w a ° 2D 4D 6D — FOR WATER LINE CONSTRUCTION ONLY ° 2D FEET a 1"=40' 3900 _ - z a o ��+ 0 3896 M EX I TING PAVEMENT A C/Lf C z < 3896 3892 c� z -------- EXIS ING SA ITARY SEWER II- II _� II n ----A ------ 3888 ------------ - 232.0lF SLOPE-0.40% 238.00 8 D-IA-. PE=0.4t% 8"DA. ------- CONIC �m 1111 I I II II STA: 0+41.1 EL 388--- --_ WATERLINE W WATERLINE) 8 w w - ____ - __ ------- ECESSA 3884 ? "' REM ED 6"WATERLINE N1 MADE SEE NOTE �+I SLO =3.86% ( STANDARD EPARATION AND TH USE OF SLEEVESI STA: 0+40.0 30"WATERLINE >'< i '�F � 884 J+ INV.EL: 388.64i_ �f EXISTING WATERLINE z o Q�ww 3880 z (SHOWN A 6"ON CITY � 3 Q ^ 3880 D �v �w 387 NOTE: DEPTH 0 8"A D 6"EXISTING �z> 3872 WA R LINE WA 3'TO 5'BURY DEPTH �- THE EARLY 197'S.THE CITY INSTALLED 387 THI SECTION 0 WATE LINE AND INS ALLATION P OCEDU ES WERE ON NOWN. A SL EVE IS REQUIRED IF 3868 STA CARD SEP RATION CANNOT BE MAI TAINED AT HE EXI TING DEPTH. SEE NO ES. 8 3864 4 E 3860 ELEVATION o 3860 Pq o w - M STATION w 0-50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 %� d THIS DRAWING WAS PREPARED BY HUMBOLDT FOR DSGN JJS 9 16 08 SPECIFIC PROJECT,TAKING INTO CONSIDERATION / / MAPPING AND DRAFTING " /'/�3°/r• THE SPECIFIC AND UNIQUE REQUIREMENTS OF AS-CONSTRUCTED 10 01 09 RHC JJS ENGINEER EXISTING SOUTHWOOD AVENUE DRN RHC 9/16/08 L1N�I T /, BY STA; 0+00 TO STA: 6+31.41 THE PROJECT. c REVISED EXISTING 6" TO 8° 11 OS OS RHC JJS CKD JJS 9 17 08 J�I IIV J. S RII�BHAR HUMBOLDT GOLDEN EAGLE SUBDIVISION No. 3 REUSE OF THIS DRAWING IXt ANY INFORMATION CONTAINED IN THIS DRAWING FOR ANY PURPOSE REVISED PER CITY COMMENTS 10 28 08 RHC JJS SWTHWOOD SUBDINSION 6 WATERLINE REPLACEMENT 15 PROHIBITED UNLESS WRITTEN PERMISSION _ CONSULTING ENGINEER AS-CONSTRUCTED FROM BOTH HUMBOLDT AND HUMBOLDYS CLIENT A ISSUED FOR REVIEW 9 18 OS RHC JJS SCALE: HO RT. 1" = 40' P.O. BOx 5071 JOB NUMBER: 2035 TWIN FALLS, IDAHO IN THE SW1/4SW1/4,SECTION 28 DRAWING N0. REV s GRANTED REV REVISIONS DATE DRN DSGN CKD APPD REFERENCE DRAWINGS REFERENCE DRAWINGS 208-736-82ss 333 CLEARWATER WAY TWIN FALLS, ID 83301 TOWNSHIP 10 SOUTH,RANGE 17 EAST, BOISE MERIDIAN C 10 7 B R FOR 2axas DWG ONLY TWIN FALLS COUNTY,IDAHO D 107BSWAB.DWG