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Home My WebLink AboutApproved Plans_12.pdf Town of Vali OFFICE COPY RECEIVED APR 20 2018 Town of Vail ROGER STAUB PARK oWE f 1309 Okharn Drlre Voll,CO 81657 cm, of Val. Ph 970479-2159 wnw.wil9w.mm IMPROVEMENTS REVIEWED FOR CODE COMPLIANCE DatE _Mb( 371 WEST GORE CREEK DRIVE 3y •ode . cire VAIL , COLORADO pJ gam-- cn Ir6��Fir 0 w 1).4144 W/S cnow: ® w NOVEMBER 2017 �� - > REVISED ADDENDUM 3 � JANUN a � ARY 17 2018 � a I- U) TOWN OF VAIL 0 DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION °C 1309 ELKHORN DRIVE VAIL, COLORADO 81567 970-479-2158 � J TRO ADD 3 % V17/18 cfb C-1 J • urveyor Iegisterred under the laws ofNINA/vier that this topographic survey was I _'�_` DENOTES DECIDUOUS TREE W/APPROX.15 TRUNK DIAMETER and that the survey is accurate and \,�� I�/ • ' Sam ```�,1::+i. '''.11.7.'"- �ji��Y4k"..\\ �� DENOES CONIFEROUS TREE W APPROX.05 TRUNK DIAMETER 33 5911 ••/g10 / 1/ Datec . �•,�..� ;�. DENOTES CONIFEROUS TREEWAPPROX I.0 TRUNK DIAMETER\TTI/ r _ — / 59-•••'il,• piLit..1.,._: , 1 , , ,,,_ , ,.... \;�'" • • / +116 / -- - DENOTES CONIFEROUS TREE W APPROX.IS TRUNK DIAMETER • ice4.110, .T•• \\\\ aate�.a / +1ST \\�S k•••I. +7M Dept of Public Works ___ --Ayr • - 63,E 1309 Elkhorn Drive r Vali,CO 81657 '1 %/ / ph.970.979-2158 � - +733 WWW.valklov.com • 11 1-1 - DENOTES CONIFEROUS TREE W APPROX.22 TRUNK DIAMETER\�1,(A,/ +iia +663 Ili° �� ', /I 24 67.1 --'77,/ +11717 ' LEGEND CONDOMINIUM 'Ta/ 7 a • STORM SEWER MANHOLE & JNIT 1 UNIT 2 �/i / � • OGELBY/STOREY I ® / +181 O SANITARY SEWER MANHOLE CONDOMINIUMS +9aL • 7 VORLAUFER CONDOMINIUM ® WATER MANHOLE / + • FENCE POST CO +649 79 L® CABLE TV PEDESTAL rZ / ° SIGN LU +W +6Ba 7 au ® IffIUTY PEDESTAL 2 / C..0 SPRINKLER VALVE LU / + > PART OF TRACT B or / 7 0URGE BOULDER O + VAIL VILLAGE FIRST FILING /� +YT 1�S CPP +GOA / � - ILI> BURIED STORM SEWER UNE +Yi/ '�/�/ CC +an � '. \��` I�Ir. CI) e1' / I +77J / N,a+ a w I 736 M CO Tao I 1)DATE OF SURVEY: 10/30/2016 U) / `�'•V ` JJ,aa • 2)SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED / ....W.A.---- �/Ar'/ PLATS.EASEMENTS OF RECORD(OTHER THAN PLATTED).ENCUMBRANCES. a +i I I 1- ` RESTRICTIVE COVENANTS.OWNERSHIP TITLE EVIDENCE,OR ANY OTHER _�"- A lab FACTS THAT AN ACCURATE AND CURRENT TREE SEARCH MAY DISCLOSE. �II— ■ / ��.' 3)NOTICE:ACCORDING TO COLORADO UW YOU MUST COMMENCE ANY LEGAL N +lav +N / ACTION BASED UPON ANY DEFECT IN THIS SURVEY WHIN THREE YEARS / AFTER YOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT,MAY ANY M +M / / // ACTION THA/TEN EYEARS O HEE DA E OF T E CERRTI ICATIONOBE SHOWN MENCED MORE CC LLI HEREON. 'RR �� %.., —� v �' ;:_� 4)BEARINGS AND DISTANCESUBALONG PROPERTY LINES SHOWN HEREON ARE / AS SHOWN ON THE SUBDMSION PLAT ONLY. A BOUNDARY SURVEY WOULD ��/I /� ' BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND O kkaa '4,b....11. �..1I1\ / / SETBACKS,WHICH MAY VARY FROM THE PUTTED gMEM610Ns. /yam 7fA LV �w�♦;� \ S)THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF Y• 1� . ORIGINAL VALLEYLIE SURVEYING,INC.AND IS INTENDED TRSFFOR THE SOLE USE HI THE ORIGINAL CLIEM ONLY.ANY USE OF OR TRANSFER 70 OTHERS IS PROHIBITED. 77A 0&515 OF PROPERTY LINE LOCATION:MONUMENTS FOUND MARKING THE EAST +n, illijorrillr.. PROPEIRTY UNE OGELSBY/STOREY CONDOMINIUMS. (SEE DRAWING). // li `' 7)BASIS OF ELEVATION:NAVD CONTROL POINT'SPRADOLE'ELEV•St37.+D l 1.2hir ) . 778 • -74 8)BUILDING SETBACK INFORMATION IS NOT PLATTED.PRIOR TO ANY DESIGN / OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY,TOWN OF VNL / +7I7 y ® /-/775 SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 7a3. 1n� - le_ tliggilli 71.M ri.''' %/ T7.! z� 'r _-1 ny • / TRO GORE77.9 o' 10 za 30' DE04/1.113 BY CREEK DRIVE m NO MN. MIIII ADD 3 (40/ Row) /18 1/17 / PROPERTY ADDRESS: a7 / 371 GORE CREEK DRIVE ,a....ao . / g_1 1 .,�E, . +68,4 / ••+,•: / I 74 6 +69,6/ � ��j/ •;•:. _��i% ., ,°•:S ',.:• 75.0 + 68,9 '-'��Aa.62 \��` I +72,8 / 74.8+ • 75,2 .i''., �: / 74.5 75 / 75,0 EXISTING BER WALL iiiiip` 78,8 1Dept • ••• I 1309 Elkhorn Di / TO REMAIN van,co alts; +71.6 i� ae.9 49-zL wxw.va0aw.m / !�=� - 78.6 (-- + 70.9 + 70.9 +71.7 i, 78.6 i,6 -- EROSION PROTECT ON / + 71,4 B' P'S �I��IT OF WALL R: OVAL / .000.:..cm ��\�,,....., ..o.•.�_?.o_-•_........o....o.-...........00...S...NOTE......... .. . ., m •......•.. .)i„�u`��`��liiL:��.�1I�11�.n��71��,�J:' b-- ♦ ♦♦ .L.i�p�I-J.�o�o00N�i o.�Oe�i o.U.Oii..�.4s�uY.:{-.:�..y_o.o6c...._ // ............-_. +- G FOR •TION ..lt,, ....._. .... ■ ■ ■ % / nt�,1 �7 78.3 . tite..., �� •L RE �'ApPi �_ �••• �•'�`moi, + + + 0.0.•40..• L + + + + + + + + + + + + + + _ 77.7 + + + +��'�1 \ ....�.�� + + + + + + AS+ + + + + , �� 6'GREEN SCREE INLINK LV H + + + + + +,4+ s : + + + + + + + + + + + + + + +•• CONSTRUC : ( FENCE CC 2 Q ,+ + + + + + + + + + + + + 4F+111++ 7+7++.; + + 77,4E + � �' 1:+++:4_.+2+++++++++++++++.:++++++;:, + +it+.:.++:::+:4:1+:.: + + + i��:�:0 O W LLI :+:++++ it CC CC + + + + + + .+:+++ + + + + + + + + + + + + + + + + + + -•e: + + + c�.; 78./1ESTABLISH ' ERENCE LINE FOR a\ + + + + + + � �+ + + + + + + + + + + + + + + '. , •.t;. .: .��. EXISTING -AGE OF ASPHALT W+ + + + + + + + + + + + + + + + + + :+t.::!:+:: + . 78,1 BEFOR EMO+ 73,6•i�; .� �• •..�� .t,-:•" •� I� 77.8 Y + + + + + ++4- + + ++4- j ++4- CC to ++++++++++ + + + + + + + + + + + + + + + + +/+ + + + + + + + + \ ® AIX �" 77.8• 78.3 + + + + + + + + + + + + + + + + + + + + + + �' Z + + + + + + + + + + j + + + + + + + + + + 7+/ / 77.9 �" CO + + + + + + + + + + + + + + + + + + + + + + + 101.1, + + + + + + + + + + + + + + + + + + + # .7 + + + + + 400, i �.t 11100SAW CUT AND REMOVE ASPHALT PAVEMENT N + + + + + + + + + + + + + + + + + + + + + + + + —111 ----- + + + + + + + + + + + + + + + + + + + + + + + ' 77,9+ + + + + + + + + + + + + + + + + + + a11111101Pri ----• REMOVE EXISTING TREE STUMPS AND ROOT SYSTEM CC J U 8.2 78.1 �(~ _! + + + + + .r + .• ►A O _� q �♦ 77.9 av � ' REMOVE BOULDER WITH PLAQUE, PROTECT W 78,0 "' 77,' AND REINSTALL AS INDICATED CC CI OO • / • • SAW CUT CO-CRETE FOR EDGE OF DRAINAGE PAN REMOVE Cr, CRETE PAVEMENT AND BASE NORTH OF PAN / ♦ NOTES: 1. LAYOUT FENCE SO GATES CAN BE LOCKED OPEN WITHOUT BLOCKING TRAFFIC. 2. REMOVE WALL IN CROSS HATCHED AREA ONLY. SELECTIVELY REMOVE STONE AT 0 5 10 20 / 30 LIMIT,SAW CUT CONCRETE WALL AND REMOVE AND DISPOSE. SALVAGE STONE rwirimmipromo= REUSE. 3. REMOVE ALL SIGNS/POSTS AND SITE FURNISHINGS, PROTECT AND REINSTALL AS \ INDICATED. / 4. SANDBLAST AND REPAINT(GLOSS BLACK)EXISTING HANDRAILS PRIOR TO TRO REINSTALLATION. ADD 3 5. INSTALL EROSION PROTECTION BMP'S PRIOR TO BEGINNING DEMOLITION AND SITE / PREPARATION WORK. REMOVE BMP'S AFTER SOD AND MULCH INSTALLATION. 1/17/18 / 1' 10' L-1 / I 74,7 + / 74.7 74.3 Dd +69,4 I + 68,5 "..:,• 74,4 + +68,4 i.' +69.6/ , 111(f j��_i=\ �/ice' 401 ' 75,0 mrAys co +68.9 .----,, ....-07-,7( ,... ...k.,,„ i_, f I b-lQ / Dept of Public Works 1 +72,8 Vail,09Elkhorn 657 Dive / , 74,8 Ph 970-479-2158 + www.vailoor.com 75,0 •~ , r` 76,6 1• .11111111k, AV +71.6 , Aar._ ....4,,,, /h 78,6 / • /, +70.9 +71.7 78,6 1,6 LIMITS OF CO STRUCTION , Cl) + 71.4 / z 043 ILI — i/40tr___- CCO 77,7 _ ,. G WALL CONFIGURATION 26 LF 6"CONCRETE CUR: a 77.7 ��, AND STONE/PATTERN , 2 ' 77,4 4' MATCH EXISTING A " CONFIGURATION 1 AND STON ERN• Q 74.2 .� i' NSTALL SALVAGED HANDRAILS IN a Q ' +77.8 774 , + 1111111 .I 3"SCClLLLEIIEVES WITH NONSHRINK -j / ��-'� ��IVG�2ETE STAIRS CO ' NEW CONCRETE BLOCK/STONE 8'9"+ I�::��'', 6-6"RISERS Q VENEER WALL,SINGLE SIDE VENEER / 711 II 7-15'TREADS 77,6 • NEW CONCRETE BLOCK/STONE + NEW CONCRETE BLS' .TONE VENEER WALL, DOUBLE SIDE VENEER + 77,i , 15' /011 f VENEER WALL, E SIRE VENEER / ® I / CC W 78.3 fh / ,6j =, : • -: RASH/RECYCLE CONTAINERS = 0 - _ + 77,9 + 775 11'-116"2-2: - • CONCRETE PAVEMENT ON 6"CL 6 CC 78,'c / 11 8'-14„ SMPACTED BASE,BROOM FINISH 1' � � �X73 4' 8 -!------/„.... ----7 � 77.7la - .- 08.2 08.2 '�- _ _ / , / _,-----„,..-- REFERENCE LINE-EXISTING EDGE OF ASPHALT O g2 ESTABLISHED PRIOR TO DEMO 78,2 �_--_ 7 ,8 77,9 . 78.0 677,9 ./ RELOCATED BOULDER/PLAQUE / TRO MOSINED MY ADD 3 0 5 10 20 / 30 1/17/18 . ITIUMMIEll 17=11111M . INN A IMO r=10' I L-2 tirri,,,_.......-3-.42,71,4-4048P-- . \__1...// te`�/// \\\\�\�+ 68,9 • b�1o + 72.8 • / 74.8+ / . 74.5 \75.2 / i . + 75 i, .. ,/ \ 7E / i • ip + 71.6 / —� der /�;� 78.6 i . / /��.. / Dept of EPubliclkhorn works 1309�khom Drive Vali,CO 81657 + 71,7 78,6 ph.970-979-2158 + 70.9 / m a 6 www.vailoov. m + 71.4 / i / tri titlii ..11___ v ATCH GRADE OF E.,41ISTING SOD / �� .� ' 0 .11- 78.3 / . \ i lie O f I 171 I 1111 �...t``\11L, / z 77.4 1a�1 4 ,74 6"CONCRETE CLl' 1 f 77.8 I\ W 77.4 +74.2 .��— -, TR - LEV 8174.5CC + 77.8 8175 113111111101 � = CONCRETE STAIRS a • / 6-6"RISERS 2 0 5:1 GRADE SODD 1111 • 7 15"TREADS Z ; ��•� `— TOP OF WALL' CESS RAMP + r ;l / 78 ELEV 8178.0 77.8CC CI i CX CE cc , + 77.7• .-1- 8176 a.001 / a I ' - TREAD ELEV: 77.5 / m (D I / / •P OF WALL /- 77,8 ELEV 8178.0 Ilrilirilli400■■■111 ) / 6i ® 817777.9/,/ i- cn cc 1REINSTAtLASLVAGED - + 77.9 HANDRAILS N �- /- W/ TOP OF WALL , � 77,9 INDICATES EXISTING ELEVATION c ELEV 8178.0 77.7+ 1. ,------ / i . . I 08.2 78.1 _ 77,9 `� j U 77.8 MATCH GRADE EDGE OF 78,0 irt 77.9 CONCRETE PAN / / TRO ADD 3 0 5 • 10 20 / 30 1/17/18 1-1111117•111 popmimmi TM/MI6 r=10' . SCALE L-3 I / .•• •,,� •i/ ti . 4 ',icor . 1_ . . — „,,,,,7 \4\\� / . y : ` / \ç ) m, Dept of Public works : _ Il • 1309 419-horn Drive Pak CO 81657 .'-- PitPit977 0479-2158 I www.vallpov.com I K ij f-4: 04 04 co 4k.,,,, .....,----- _, _ ri////////////////////////////,/,/,,,,,,,,,,,,,,,.,„:„„AL PREPARE SOILANCEPLAC45OD IN I' `� ( ) , 15 BJ N O / ALL DISTURBED AREAS Ati Z ►, V % ` (13) RSD 111 Z 111 L-4Il `��. W 0 ' VA (1) RMM / 11-y /tp, .•.. cc II , lit 2 CC S la / <'A I a cc ir„ ...„. . I� 10 �vt '� (5) Si Z ►.,. .,~�_ qcI 1 PP a W ee (8) MB: m a a '' Q %� ` , NOTE: INSTALL 3”WOOD CHIP I- (1)_ 11 Owl.. / MULCH OVER ENTIRE LANDSCAPE (/) 0 O ` ' _i AREA. LOAD AND DELIVER MULCH ST — / _i"� / STOCKPILEOM TOV LOCATION UBLIC RKS W ST O CC • ka PLANT SCHEDULE: (1) RMM ROCKY MTN MAPLE ACER GLABRUM #20 CONT (1) PP PYGMY PEASHRUB CARAGANA PYGMAEA #5 CONT (13) RSD RED SELECT DAYLILLY HEMEROCALLIS'RED SELECT #1 CONT 24"OC (5) SF SUNRISE FORSYTHIA FORSYTHIA'SUNRISE' #5 CONT 36"OC (15) BJ BUFFALO JUNIPER JUNIPERUS SABINA'BUFFALO' #5 CONT 36"OC 0 5 10 20 3 (24) LE LAMB'S EAR STACHYS BYZANTINA'SILVER CARPET #1 CONT 12"OC (8) MBR MORDENS BLUSH ROSE ROSA'MORDON'S BLUSH' #5 CONT 24"OC TRO MIMEO BY ADD 3 1/17/18 1"-10' L-4 2#4 BAR CONT . CIP CONCRETE CURB i"RADIUS,BROOM FINISH ADJACENT PAVEMENT APPLY CONCRETE ACROSS STANDARD VALVE BOX TOP OF WALL TO MATCH EXISTING 24"SLACK WIRE PECIFIED CONTROL VALVE _ SCH 80 UNION/NIPPLES 4'4Vtp�iiM`�0e� 6" _ WATERTIGHT CONNECTORS 'i� TiI ��.�0� t SALVAGED STONE VENEER FILTER FABRIC W/ ��p�� #4 BAR 12"EACH WAY SS SCREW CLAMP laiindiumpla ��✓�� / 'I �- J ✓/�I 3"GRAVEL 18" A •• A _111 ��' L1:�/Lim/•I� 111E FTP X INSERT �•in. PVC MAIN ��OA `S1 `°1 `S _ tta, ADAPTER lO��i� =::•;;•t...:.:... SLP X SLP X FPT TEE '>�` I� _ 6"CL 6 ROAD BASE Dept of oo wo, ' `�,✓a%� - I .I I'III—I. 1309 6khom Drive *�, VMI,co 81857 �I.�%I. 4"CL6BASE 6"X3"KEYPh.920479-2158 IRRIGATION CONTROL VALVE Err 8"CIP CONCRETE FOOTER t NO SCALE CONCRETE CURB RETAINING WALL SECTION , NO SCALE NO SCALE • SPECIFIED EMITTER. 3/TREE COI- 2/SHRUB 2/SHRUB ~ z -Oil W ��,. � MATCH TOP OF WALL ELEVATION DRIP TUBING Jr • insim W TRUNK OR ROOT CROWN ` 4 • y �I, BATTER WALL TO MATCH EXISTING.-. y tr 3"WOOD CHIP MULCH i■�� 0 O couo::a�:_��•..1,: -.�,..,.,a.�, .:�;,.r,. `� CIP CONCRETE WALL,#4 BAR 12"OC a �� PLANTING PIT PERIMETER EXCAVATE HOLE 2X ROOTBALL ! \ CONTAINER ROOTBALL ELEVATION 8"CIP CONCRETE FOOING DIAMETER AND SAME DEPTH _ L 64 I PREPARED BACKFILL MIX DRIP EMITTER INSTALLATION d W 0 . NO SCALE SHRUB PLANTING DETAIL CO STAIR CHEEK WALL CONSTRUCTION NO SCALE 1"=1'-0" Q I- AM CO • p1 FINISH GRADE/TOP OF MULCH CC W 0 VALVE BOX WITH COVER: 0 ©©0 ©0 0 0 0 RAIN BIRD VB-STD EXP JT/CAULK i O LOCATE HEADS 3"FROM EDGE OF PAVEMENT OP 30-COILINCHED UNEAR LENGTH OF WIRE, CIP CONCRETE STEPS CC - Li I �, •'•-/-••, ,� 4 WATERPROOF CONNECTION: 6"RISER SPECIFIED ROTOR OR SPRAY HEAD \.,\,' �y RAIN BIRD OB SERIES 4"CONCRETE 15"TREAD W/2%SLOPE 3" PAVING ON 4"CL I� OS ID TAG w FINISHED GRADE or I 11111 owilp, ©REMOTE CONTROL VALVE: 6 BASE WALL BEYOND iD _ RAIN BIRD 100-PGA REINSTALL SALVAGED HANDRAIL ' ni I^ (INCLUDED IN CZK-100-PRB-LC KIT) ,� w FLEX PIPE SWING JOINT �_I-'�` j'(( JI,6',I! O7 PRESSURE REGULATING BASKET FILTER: �`` 2"X5"SLEEVES INSERT ` RAIN BIRD PRB-100 - 'Nr . ,-._ CENTER ON TREAD 4"FROM W p I� p o IQ o - pB PVC SCH 40 FEMALE ADAPTOR ��7N•' i n_o�-.� ' - NON SHRINK GROUT Og LATERAL PIPE #4 BAR 16"OC ''�'`.;`t \�1�� PVC SCH 80 NIPPLE(LENGTH AS EACH •WAY ��'�`'�' INSERT FITTING a REQUIRED) 6 CL 6 BASE - - - gi TRO Sal O PVC SCH 40 ELL 0��' ADD 3 Q PVC SCH 80 NIPPLE(2-INCH LENGTH, 2' mow. HIDDEN)AND PVC SCH 40 ELL 'I 1/17/18 ROTOR-SPRAY HEAD INSTALLATION ® 0 0 m GO PVC SCH 40 TEE OR ELL DRIP.VALVE ASSEMBLY CONCRETE STAIRWAY CONSTRUCTION m�� NO SCALE 14 MAINLINE PIPE NO SCALE i©3-INCH MINIMUMV DEPTH OF 3/4-INCH 1"-1'-0" _ VARIES WASHED GRAVEL _ "W Frig rnj4/gft 11446 Ed 644440414vignit-s 460 i•Jr-tr MetSr e rjot0L4s. Az.✓, 4%06- cow P &gcowP 4vl' &Aid ILiaArAdAtzt >cae nL1J sem'-r.--me_ W MK ��,�,,,,i�/ EXISTING HOLY CROSS miiiir ��,''' ELECTRIC TRANSFORMER f�j�ll,�; AND VAULT INSTALL STREETLIGHT �B"� 0 . ..____ .„.. %.1 ...0 I/ 0 1"CHAMFER TYP - — .\I \\ ' // ,, —FII—Ir X11111 • I _ / III—III—III:iTi I I I ro��1i11i-� 1= = / ► ir 111111111 111111/ ANCHOR BOLTS PER STREETLIGHT MFGR /%i '`�� 1 //�/ �71111111;f /4'// / —�I I ,..1,..,,,,,M:,:.., // l Dept of Public Wo,t 1°r 1\ Ifftra 1'-6"MIN ■ ■ / � 1309 Drive van,co 81857 �II III` \ — _ / '."LACE EXISTING METER AND PANEL www.vaiwwmm PRECAST CONCRETE PIER FOOTING ��`�,�%` / H 150 AMP,20 SPACE-40 CIRCUIT I 'I I,I� 3500 PSI CONCRETE ;.,\�;1c / 0. ARE D,OUTDOOR TYPE(HOMELINE OR JII ---- ' piq�� 7 • COMBINATION METER/PANEL ON UN(-STRUT i'' P.\ F"• \'E PER HOLY CROSS STANDARDS (1#6) "CONDUIT TO GROUND RING / R. M• NT EX IRRIGATION CONTROLLER ON 5'-0" 6#6 VERT FULL HGT Iii AT BASE OF FOOTING ��4 ��` F' •M ND RECONNECT POWER AND CONTROL WITH STANDARD 180 DEGREE === HOOK AT TOP. ORIENT TO I—I / "ES. AVOID CONFLICTS I ��A�•. _ (2) 1"PVC CONDUITS / C• RDI TE REPLACEMENT OF SERVICE WIRES WITH ANCHOR BOLTS AND ► T' SFORMER TO NEW METER/PANEL CONCRETE PLACEMENT I'. • / •LY CROSS AND OWNER LOCATE CONCRETE PIERS BURY(2) 1"SCH •0 PVC CONDUITS FROM PANEL // V) (_ ACCORDING TO THE ONE TO ST"EETLIGHT WITH CONDUCTORS H -1�.- ONE IS EXTRA O 6"JUNCTION BOX NEAR POLE Z it III-1 I I_ PLANS #10 CONDUCTOR =2 HOT, 1 COMMON, 1 GROUND I / W — -=_— I I—II9—) I_ - MOVE AND REP •CE SOD OVER BACKFILLED AND I/ W #3 CIRCULAR TIES WITH —I I I I 1I=111=111111----E-1111=_111-III III III—III—III I I COMPACTED TRENCH 1'-0"OVERLAP. PROVIDE 4 @4" , , M / 0 Q ON TOP THEN REMAINING AT / d J 12"OC 6 / I� d TYPICAL STREET LIGHT INSTALLATION DETAIL V NO SCALE �''0 / iii, \\\` Q STREETLIGHT AND BASE OWNER PROVIDED-CONTRACTOR INSTALLEDI d i_ e___V ii Ov 1CO 0 • _I.. l W I Keg cn i /_ . _ f _ . / cc %)I� 00 cc .ff 1p / / % • ........,(4411i . v.: ...., 7 , ..... ,......:......, i, ,, r c.., , I , To , ,, -_, __ _____________ ___ . i . ilk__ ,. ——— y TRO 6"SQ PVC JUNCTION BOX OWNER PROVIDED-CONTRACTOR INSTALLED ADD 3 ' / TOV VILLAGE STREET LIGHT AND CONCRETE BASE 1/17/18 BASE DIMENSIONS= 18"DIAMETER,60"DEPTH „n Pirm-6=40 #2..i0 INCLUDE GROUND ROD. mem� I 1"-20' I L-6 • �•?.N?I,t'/// .• ... / IV 0 I'liI rim = M \,,I,..' A . Dept of P Works 1309 Elkhorn Drive \„ ' ( Vail,OD 81657 _ � ph.970-479-2158 www.vaiklov.oam '„\�i',• / =7� EX IRR CONTROLLER "IC 1 EX MULTISTRAND IRR WIRES m . / TIE IN NEW MAIN P-10- I— • , .\ . TO EX QUICK COUPE, Z W EX1"CL200IRR MAIN W • > 11 CCQ Ir tii � �(� Z`� - O II = m �� Q NEW MULTISTRAN ��% �� O. Q IRR WIRE I I m SPLICE j jI - % _ CC BOX / / _ _ _ `I"C / / r i • "oak. C IRRIGATION SCHEDULE: < CC r I I ��- i� o HUNTER PGJ-06,2.0 NOZ U) l I i ' o HUNTER MP-2000-90 ROTOR . AND CAP / ! I 0 HUNTER MP-3000-90 ROTORLU m i I r , RAINBIRD 1"PEB SERIES VALVE EX LATERAL i e _ --F_- — _ • �'1t DRIP BLOW OUT RAINBIRD XCZ-100-PRF DRIP O / / � BALL VALVE VALVE ASSEMBLY m I � �\ NrS RAINBIRD XERI-BUG EMITTER --EXISTING PVC MAIN ' k, , ii. ;Iv 1 —s==/`• ---EX MULTISTRAND WIRE ' o� —NEW CL200 PVC MAIN • .i • I. '—NEW MULTISTRAND WIRE • f -� -80 NSF POLY LATERAL + I I v,iiiv---,'.---- • ® I TORO BLUE STRIP i"DRIP TUBE 1 6 I %� • DRIP BLOW OUT IN 6"BOX 1 . •-----7,_!!!!................ D �- --_--_-- (2) 3"SCH 40 PVC TRO IRR SLEEVES R 1 Rs min 1/17/18 6-11-51=40 Wimmomm;0 APM DD 3 1"=20' L-7