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Master Utility Sheet 4V A N A u V A \ \ \ I / / / / v v v v A V A �� \V A ` V �� v �1 1 / / / UTILITY LEGEND \ \ ' _ ABANDON DITC \ \ s r-'-A-A- \ I I I / SWITCH GEAR \ \ . ti _ \ N 1 OE— EXISANG OVERHEAD ELECTRIC '\ \ \ \ \LCL L I / —uc uc EX/SANG GAS CONTROLLER CABINET \� \ \ \ \ \ \` \y \ ) \ — s SERVICE \ \ , ELECTRIC iNi \ J \ \ \ V'. `� ,( \ 1 \ \ \ .. i_ �\ y � E-T-C SERVICE \ \ \ \ \ \ =� - r._ ( �\ L075 74 & 75 , \ \ I\ \ \ \ \ \ BEND N \ _I.^ y /2• BLOCK \ \ \ \ \ \ 1 o � \ \ \ \ = �� \ -"" ..1■ =1 IF 15" ADS�N12 \ a-T 16 \ \ •0 \ .K MH-E5 103 I \ \ \ \ /� \ \ \ I ` _ \ 1 \ \ s — £X/SANG SEWER I r / I� ( / /-_F2SISIl�IG_N'aTEB___ EXISANG WATER / \ \ \ \ I - .----// —I--RR IRR— EXISANG RAW WA7ER IRRIGAAON ( \ Q £X/SANG SANITARY SEWER MANHOLE OLE \\ I \ \ / / q©p EXIS77NG WATER EXISANGRE HYDRANT / I \ \ 1 (� EX/SANG WATER VALVE \ , \ ` \% \ / t EXISANG WATER SHUTOFF \ \ \ \ \ I I / EXISANG GAS METER \ �"+ \ \ \ i D EXISANG STORM DRAIN MANHOLE \ \ \ \ I i O E \ \ \� \ \ \ \\ \ \ \ / EX/SANG LIGHT POLE LF. / -r. .. 8�D1 \ \ \ \ � , \ \ ' S = / B' GATE VALVES V I =6435.5 \ \ ` \ D \ \ ` \ \ \ (.3', \ \ \ \ \ \ \ ` I EXISANG PAVEMENT \ \ \ \ \ \ O \ \ i \ \ —� S% \ FIRE HYDRANT\ THR7 1 BLO \ \ 5F— PROPOSED FORCED SEWER MAIN I \ \ ` N \ 1 \ \ 6" GATE VALVE / / THRUST BLOCK MH-E6 —ETC Erc— PROPOSED UNDERGROUND ELECTRIC. . \ \ \ \ O \ \ �p `� � \ \N. \ — —' \ \ \ \ \�\ \ \ \ \ \ \\ ` \ \ 7EL£PHONE AND CABLE \ \C\ \ �. / % —GAS—GAS— PROPOSED GAS MA/N \ \ \ \ \ \ J..1` I \ \ / / �`i� I \ \ \ , 55 ss- PROPOSED SEWER MAIN N \ \ \ \ \ \ \ / INV 65.E. 4t " \ —w w— PROPOSED WATER MAIN \ \ \ \ \ \ , �,� \\ \ ` \ \ \ \ \ ss PROPOSED SEWER SERVICE I \ \ N \ \ \ \ 1--� ' `Lf / sS 77/ H-E7 , oems ,` / fin. \� / ���AAA / / / . / / / / / \ \ \ PROPOSED WATER SERVICE \J \ \ \ \ \ \-----'\_/‘‘,._) , \ \ \ \ \ \ \ © PROPOSED SANITARY SEWER MANHOLE \ \ \ \ \ ` I \ \ V \\ \ \ \ \ \ \ \ \ \ \ Q PROPOSED FORCED MAIN SEWER MANHOLE \ \ \ \ \ — I \ \ \ \ \ \ \ \ * PROPOSED FIRE HYDRANT \ \ \ I \ \ \ \ \ \ \ N \ vN ` \ \ (' \ �\ \ \ PROPOSED WRIER VALVES )----,7--N � ♦ --,,- --/Th.- -��VY�r�'� \ \ \ \ \ \ © PROPOSED ELECTRIC MANHOLE '} \X'_ \ 'N-I,,,,,___ 11 RUST BLOCKN\ `-� \ `' \ Y��Y ) \ ` 1 \ \ \ \ —IRR IRR— PROPOSED IRRICAAON PIP/NG b��s \ \ r \ \ \ C� 1 ` /) / / / / / I ' \ \ \ \ N.\ PROPOSED DRAINAGE BAS/NS \ I / O v 1 55 \ \ 3 / / 2 PROPOSED EASEMENTS �A I \ t % / / \ / / � \ \� ° PROPOSED PAVEMENT / / \ 1 �� \ 1 \ I 1 \ I f/7,77/1 PROPOSED MILLED PAVEMENT / �r / / / ABANDON DITCH MH-E8 ` \\ \ / / PHA :E III CONSTRUCTION / / �• \ \ I\ ��/ / / \ \ \ / / / \- \ \ / / \ \ \ \ 1 / \ \ I — _ \ 1 I \ \ \ \ `\ I I i 1\ \ / \ _ _ 6\� 1 I \ \ { \ \ I \` `. I \ \ I I \ \ I�, 1 \ \ 1 \ \ \ \ \\ -- \ c` \ \ \ \ \ I \ \ \ / \/ O �\\\/// �,� 9' WIDE RIP RAP Y SEE DETAILSSPILLW THIS SE INV �. A / 6 ' H R,I 'E T 84 / 36" ADS-N12 LVERT 15 E,E� / - CON z R, • RUCTION C. \ E-T- SERVICE\ \ 9 LO' 72&73 �-Th'-ti \ �" \r �- ..t 5 �\ N 8' GATE VALE 0 'E HYDRANT F \ 6" 6` ATE VALVE \ n 1 \ B+BLOCK / \ \ .• \/ \ �'• \ \ \ y\,", \ \ \ \ N. \ 1 \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ N N \ \ \ \ N N. -� �� 1 \ \ \ \ N\ \ \ \ \ N \ \ _ \ / 6s6 / _ // /' -�� , / \ \ / / --� / \ --- / ���� ea\. N __ / rea \ N \\ % \ v\ \\ V AV v \ \ N \ i \ �c� I / / 0 et N I- W 2 w / \_-� \ \ , Jam\ N� \\ ,� ,' \ \ „-- NLET STRU R. — w \ \ S / I/ SEE DETAI. \ N o \ i � \ / 109 LF 15" ADS-N12 \ \ — DETENTIO��'E"2 y L;.o CULVERT 4 I \ �,\ / /N.4590 J / R E Q U I • B=253 , 0 0 INV INV/OUT 1$T BEND ``'t , 1 \� \ _ \ ABANDON DITCH II III / I \ I \ III \ III 7/ PROV • ' Iy , I 1 •• / • �:' / \ \ / I V D=25 A •i• • __ E9 ,450 / _- -� , INV IN=645/5.0 \\ �--� \ _ \I `� / `� N __"\ - - / \ ' ' ' My ` ?'? I \ -•• ' / d C ' B p\ ` ,` \ / b� \ \ 4' I •• i E- C SERVICE \ `EP 0 • �•• 70 & 71 FLOOD jf�RIGATION DITCH Ny SD O \ N / / SEWER `• �•''4 `'�` \ \ \/ `/ 8" GA VALVE i� \ / H \ FEEDER LINE e.0 I I SS 6" \ PROPOSED WELL 6" GATE E VAL VAL \ \ I 0 ly3 LOCATION c THRUST BL 6 T \ N Ili I, 0i,, / 1 \ \ 6..„,„„. / `` �( a D \ 3 J`\ / `,�-USTBLAPPRCIVED 1,� ry� MH-D2 \ o I. > I \ / NEW LATERAL / 11 / H-H2 / / to `1 r� IS / IRRIGATION DITCH / V,r/ 14- r ❑ R I \ A`I�:'2 p. / • -' 0° f....,.__ / H-E10 ��.-�� CENSTRUCTIDN 33 MATCH LINE SHEET GENERAL UTILITY NOTES: A 6/27/07 PROPOSED WELL #3 JPP 3/27/07 PHASE 1 & 2 AS- BUILTS JPP 1. THE LOCATIONS OF UNDERGROUND UTILITIES 3. MAINTAIN A DISTANCE OF 10 FEET BETWEEN 5. ALL UTILITIES, BOTH UNDERGROUND AND 8. THE CONTRACTOR IS TO NOTIFY WATER USERS 11. ALL SEWER LINE CONSTRUCTION SHALL BE IN IN 24 HOURS IN ADVANCE OF ANY WATER SHUT ACCORDANCE WITH THE RULES AND C 5/12/05 GARFIELD COUNTY COMMENTS RTM HAVE BEEN PLOTTED BASED ON UTILITY MAPS, WATER LINES AND SANITARY SEWER LINES OVERHEAD, SHALL BE MAINTAINED CONSTRUCTION/DESIGN PLANS, OTHER (EDGE TO EDGE). IF THIS IS NOT CONTINUOUS SERVICE THROUGHOUT THE ENTIRE DOWN. MORE NOTICE MAY BE REQUIRED FOR REGULATIONS OF THE GARFIELD COUNTY PUBLIC B 5/2/05 REDESIGNED ELECTRIC SERVICE RTM INFORMATION PROVIDED BY UTILITY POSSIBLE, THE ELEVATION OF THE CROWN OF CONSTRUCTION PERIOD, EXCEPT AS NOTED IN MAJOR CONNECTIONS. WORKS DEPARTMENT. NO. DATE REVISION BY so 0 25 GRAPHIC SCALE 50 100 200 COMPANIES AND ACTUAL FIELD LOCATIONS IN THE SEWER SHOULD BE AT LEAST 18 INCHES THE SPECIAL CONDITIONS. THE CONTRACTOR SOME INSTANCES. THESE UTILITIES, AS BELOW THE INVERT OF THE WATER MAIN. IF SHALL BE RESPONSIBLE AND LIABLE FOR ANY 9. THE CONTRACTOR IS RESPONSIBLE FOR SHOWN, MAY NOT REPRESENT ACTUAL FIELD NEITHER OF THESE ARE POSSIBLE, DAMAGES TO, OR INTERRUPTION OF, SERVICES COORDINATION AND SCHEDULING, TO THE BEST CONDITIONS. IT IS THE RESPONSIBILITY OF CONSTRUCTION SHALL BE DIRECTED BY THE CAUSED BY THE CONSTRUCTION. OF HIS ABILITY, FOR THE INSTALLATION OF THE CONTRACTOR TO CONTACT ALL UTILITY ENGINEER. NATURAL GAS, ELECTRICITY, CABLE GARFIELD COUNTY SPRINGRIDGE RESERVE COMPANIES FOR FIELD LOCATION OF 6. THE CONTRACTOR SHALL CONTAIN HIS TELEVISION AND TELEPHONE UTILITIES. ALL MAIN LINE AND HYDRANT VALVE BOXES CONSTRUCTION OPERATIONS WITHIN PUD UTILITIES PRIOR TO CONSTRUCTION. 4. ( IN FEET ) LOCATED IN THE ASPHALT SHALL BE BROUGHT THE R.O.W. AND THE SPRINGRIDGE RESERVE 10. ALL WATER LINE CONSTRUCTION SHALL BE IN SUBDIVISION SITE. THE CONTRACTOR ACCORDANCE WITH THE RULES AND 2. ALL WATER MAINS SHALL BE INSTALLED WTH TO 1/4 INCH BELOW FINISH GRADE SHALL HAVE 5'6" OF COVER. IF GRADE THE PRIOR EXPRESSED CONSENT OF THE PRIVATE WORKS DEPARTMENT. SOPRIS ENGINEERING. LW. MASTER UTILITY SHEET 4 CONFLICTS OCCUR WITH EXISTING UTILITIES, OWNER OR SPRINGRIDGE RESERVE SUBDIVISION ''IVIL CONSULTANT.$1 THE PROPOSED WATER MAIN GRADE CAN BE REPRESENTATIVES. VARIED PROVIDED THAT THE MINIMUM DEPTH 502 MAIN STREET, SUITE A3 DES. RTM CK YTN FILE NO. SHEET 30 OF COVER IS MAINTAINED. 24040\PUD—PinalFlan\Cover MU..a,ag CARBONDALE, COLORADO 81623 (970) 704-0311 DR. RTM DATE 6/23/04 24040.01 OF 85