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HomeMy WebLinkAboutC3.0 UTILITY PLAN } U (70 Z to J ♦ 1A m W to a c z N a V W c tn H D = c+o tn V W Ix O + Q a 0 z Z W z z m Q � J a - H Ix N W 2 Keyed Notes 0 S. VANGUARD WAY tn 0 w J N 1. RETAIN &PROTECT EXISTING WATER. o in 4 6 ----- ?Z N 2. RETAIN & PROTECT EXISTING SEWER. 3. PROTECT EXISTING POWER APPROXIMATE LOCATION SHOWN -POTHOLE AND DETERMINE EXACT HORIZONTAL AND m w. 3 a FIRE HYDRANT VERTICAL LOCATION PRIOR TO START OF CONSTRUCTION. G a- ¢ PER W8 4. RETAIN & PROTECT EXISTING GAS. FN a ° o w °\ \ N: 704688.8067 5. RETAIN &PROTECT EXISTING COMMUNICATIONS. a 9 7 - - �- 3 - - a ° \\ 3 6 E:2443814.2056 6. RETAIN & PROTECT EXISTING LIGHTING AND ASSOCIATED UNDERGROUND. \ / 7. RETAIN &PROTECT EXISTING PRESSURE IRRIGATION. 2573 - - _ ° - / 8. RETAIN & PROTECT EXISTING GRAVITY IRRIGATION. �r------ - - /_ _ - _ ° 3 3 a g / 6"X 12"STAINLESS 9. FIRE HYDRANT PER CITY OF MERIDIAN STD. DWG.W8-(SEE 12/C4.3). i _ - - SADDLE 10 L N I / __ (_ ° / TAPPING REMOVE/RELOCATE EXISTING POWER TO BE OUT OF CONFLICT WITH PROPOSED IMPROVEMENTS SEE ELECTRICAL L.L ° I - 2571-��Sp --_-_ _l- SEC P I9�< ry �'6"G.V. PLANS FOR REQUIREMENTS. REMOVE EXISTING CONDUITS AND FILL MATERIALS TO NATIVE SOIL- BACKFILL WITH ° ` � I / _ 2572_---- # J 6SD \ 2k N: 704682.3888 GRANULAR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557. COPYRIGHT©2025 SUCHTER UGRIN ARCHITECTURE Ja ° v N o //v M C�_ - 6SD= 10 : / / 3 / E:2443836.6242 11. POTHOLE AND DISCONNECT EXISTING WATER MAIN AND VALVE AT WEST LEG OF TEE- INSTALL BLIND FLANGE ON CONSTRUCTION o„ a - / EXISTING TEE W . EXISTING WATER MAIN TO BE ABANDONED IN PLACE-CAP ABANDONED END OF PIPE. COORDINATE / ( ) C ° N ^ p I �' \� Psw/ P WATER DISCONNECT WITH CITY OF MERIDIAN INSPECTOR. PROVIDE TYPE-P ASPHALT PAVEMENT SURFACE I 3 /�S)\ ?3, / RESTORATION PER THE ISPWC. INSTALL NEW CONCRETE COLLAR ON VALVE TO REMAIN PER CITY OF MERIDIAN STD. DOCUMENTS Y N // °'` - /,\�\ 3?�Fg„f �P P / DWG. W11. °`°" K- -- " / �� - Print Date: April 03, 2025 w ^ // ""° -- -g" CITY OF MERIDIAN N 24 -,`/ �, � \ 12. ABANDON EXISTING WATER MAIN IN PLACE. p _ / II / WATER EASEMENT 7 13. REMOVE EXISTING BLOW OFF AND CAP ABANDONED PIPE. Q n N i i --4 N `�' u / / / / / \ 14. POTHOLE, DISCONNECT AND CAP EXISTING SEWER SERVICE AT MAIN. CAP EXISTING SERVICE LINE TO BE �'J I / � -_ _L� / / EXISTING 12"WATER ♦ ) ABANDONED IN PLACE. COORDINATE SEWER SERVICE DISCONNECT WITH CITY OF MERIDIAN INSPECTOR. PROVIDE vJ RR ° I I 2 STUB Qu'w n 25'MIN. / W % TYPE-P ASPHALT PAVEMENT SURFACE RESTORATION PER THE ISPWC. \STEFINISHED FLOORN: 704632.2734 - - 15. FIELD LOCATE AND CONNECT TO EXISTING 8" PVC WATER MAIN. /<-Cl REL. 2572.50 • E:2443665.3728 / -' I / I - - 16. 2"WATER SERVICE&SETTER PER STD. DWG W4 FOR DOMESTIC SUPPLY- (SEE 14/C4.3). COORDINATE 2" METER 7 j \� "' ;; cv \ l �s I INSTALLATION BE CITY WATER DEPT. ') 3 . % - -EXISTING 8' WATER _ \\ _- / I I I\ / I / 17. 2" DOMESTIC WATER SERVICE STUB, CAP AND MARK-SEE PLUMBING PLANS FOR CONTINUATION. •'; I•. .• \ 18. THE DOMESTIC WATER SERVICE REQUIRES A BACK FLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO THE �� /`• 26 +1L- I / I I / BUILDING. THE TYPE OF DEVICE IS CONTINGENT UPON THE DEGREE OF HAZARD AND MUST MEET IDEQ F OF 4"IE. 1 REQUIREMENTS. SEE PLUMBING PLAN FOR BACK FLOW PREVENTION REQUIREMENTS. I ' 2567 50 � / "SS IE'2567 20 N. 704619.9512 0 4 j 19. FIELD LOCATE AND CONNECT TO EXISTING 6" SEWER STUB. CONTRACTOR SHALL FIELD VERIFY EXISTING SEWER E: 2443720.1118 6"SD ID:2569.37 I w I / 3 0 21 00, INVERT ELEVATION AND PIPE SIZE AT THE POINT OF CONNECTION TO THE EXISTING SEWER SERVICE PRIOR TO START N: 704607.2749 CITY pF OF CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED, OR IF THE DESIGN / O - -- ;-' \`\ I b \ /9�y / ^ E:2443728.2930 I j I l I I WATER EA SR1DjgN SERVICE STUB ELEVATION AT THE BUILDING CANNOT BE ACHIEVED. ' / - O\ 6 M\r1. II I I l EMENT / I / 20. SEWER SERVICE-4" DIAMETER TYPE"B" PER ISPWC SD-511. R 2"WATER SERVICE / 21. CONTINUATION. --� �� -� •• .� ••.:• �� / I• '• / �� 21 • _- i -- � RIM EL:2571.37 / - P I II / I / 6SD I l 22. TRAFFIC RATED CLEAN OUT PER ISPWC SD-506A-(SEE 9/C4.3). --- ----- 7 4 SS IE: 2566.89 N:704598.1405 I - _ II / I ./ E:2443793.046 / 23. CONSTRUCT WATER LINE UNDER NON-POTABLE LINE-MAINTAIN 18"OF CLEAR VERTICAL SEPARATION BETWEEN X X X X' II/ 1 6"SD: 2569.16 { I I • � ro •••• / \•. I� I WATER LINE AND NON POTABLE LINE-SEE WATER NOTES 2&3 ON SHEET C1.1 FOR ADDITIONAL REQUIREMENTS. N: 704594.2809 _ _ ___ I I I civil 24. FIELD LOCATE AND CONNECT TO EXISTING 12" PVC WATER MAIN. CONTACT DIGLINE .•,,. / I r. .: 2572 23 ` __IE:2443736.6793 �� 16 - I• I- 25. NEW GAS SERVICE TO BE INSTALLED BY INTERMOUNTAIN GAS COMPANY AND PAID FOR BY OWNER. CONTRACTOR 208.846.8955 48-HOURS SHALL COORDINATE THE NEW GAS SERVICE INSTALLATION WITH INTERMOUNTAIN GAS COMPANY. : . .° . : _ 1 I BEFORE DIGGING \ 1 ( o I I 26. NEW GAS METER-COORDINATE FINAL METER LOCATION WITH INTERMOUNTAIN GAS-SEE MECHANICAL PLANS FOR l °00000 . I - - - 2 sw- 15 1 1 1 800 342 1585 10.00'PU�LIC UTILITY ° \> � • • �•• la �'••' -'• ••-- - - ���� 45° BEND • 27 I 15� I �� I I ADDITIONAL REQUIREMENTS. Y / / " 148 LF 2"WATER ` '' 23 N: 704571.4731 1 , I wv v I� II( 27. REMOVE EXISTING WATER LINE AND BLOW OFF. EASEMENT / 1 / \ I j J► { - }• w 8' 8'w 28. NEW TRANSFORMER SEE ELECTRICAL PLANS FOR REQUIREMENTS. CONTRACTOR SHALL COORDINATE INSTALLATION E: 2443781.1723 I \ LO I I OF THE NEW TRANSFORMER TO BE INSTALLED BY IDAHO POWER. CONTRACTOR SHALL VERIFY AND ENSURE THAT I I / I / a a �•• •� • •. �.� a'-.��1•. 8„x 6" RED xll� I °® I / / / �. "o �• I I 6"x 6 BEND THERE IS ADEQUATE CLEARANCE FOR NEW CURBING AND SIDEWALK PRIOR TO START OF CONSTRUCTION. u," ® z 29. MAINTAIN 18" OF CLEAR VERTICAL SEPARATION BETWEEN WATER LINE AND NON POTABLE LINE-SEE WATER NOTES 2 N: 704589.4309 &3 ON SHEET C1.1 FOR ADDITIONAL REQUIREMENTS. E:2443799.6427 a // 2 I ° / \\ / I 20 19 1 _. s s 7.69 LF 6" 20 8"x 6" RED x ' II a I j o I 22 4S 14,50/0 29 2 6"450 BEND Notes W I I I I 30,47 LF 4' @ 19 1 1 N: 704584.0723 1 22 1 - 3794.1310 ° � I I I E• 244 _ _ 3 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF MERIDIAN CURRENT SUPPLEMENTAL I II I 1 4" IE: 2566.07 J EX.6" IE: 2561.66 SPECIFICATIONS TO THE ISPWC. r-I N: 704559.8849 6"X 4" RED ° I I NI FIRE HYDRANT ...vpevvv ` I ~ 2. SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. x I I I I E: 2443758.8782 -= PER W8 G' I I ; 6" IE: 2561.66(E) 3. SEE ELECTRICAL PLANS FOR TRANSFORMER LOCATION, SITE ELECTRICAL,AND STREET LIGHTS. p I I 4" IE:2561.66(W) 0 N- 704532.2992 I / 4. ALL TRAFFIC RATED SEWER CLEANOUTS THAT ARE NOT COMPLETELY LOCATED WITHIN PLANTERS OR CONCRETE \ I N: 704565.3520 E:2443793.4016 - I PAVEMENT SHALL HAVE CONCRETE COLLARS PER ISPWC SD-506A. CLEANOUTS LOCATED COMPLETELY WITHIN _ { �2S� I':'{ E: 2443788.8490 LANDSCAPED AREAS OR CONCRETE PAVEMENT DO NOT REQUIRE CONCRETE COLLARS. W a / 5. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING FOR ALL UTILITY INSTALLATION. a - _ - �� �- 9 1 1IMEN II I I w. I ' ° v v J 1 / 6. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL PLANS AND TRAFFIC CONTROL AS REQUIRED. X II ° ° I c I ) CITY OF MERIDIAN I I 1 / 7. ALL TRENCHING AND BACKFILL FOR UTILITY INSTALLATION SHALL MEET STRUCTURAL FILL. SEE SHEET C1.1 "WATER ( I WATER EASEMENT I a I I NOTES&SEWER NOTES" FOR ADDITIONAL REQUIREMENTS. _ � - - .. � I 2 x I ° I 1 I „ - _ a I t ;' � �- . •• -- � 8. PROVIDE CONCRETE COLLARS FOR ALL VALVES, MANHOLES,AND CLEANOUTS PER THE ISPWC UNLESS ° - �c `---- I I SPECIFICALLY NOTED OTHERWISE. I I I �• '.I I I 1 / 9. ALL 2"WATER SERVICE LINES DOWNSTREAM OF THE METER SHALL BE POLYETHYLENE PIPE, 250 PSI, DR7, AWWA/ X ,I a I N I III c1� I N I I I / C906, PER ISPWC DIVISION 400- PROVIDE ALL TRANSITION FITTINGS. O IVI ' 10. ALL 6"WATER PIPE SHALL BE AWWA C-900 DR18. ALL FITTINGS SHALL BE MECHANICAL JOINT OR FLANGED DUCTILE N LC) II 1 1 IRON CONFORMING TO THE REQUIREMENTS OF AWWA C-110 AND THE CITY OF MERIDIAN STANDARDS. I r` I I N{ _---- 1 1 z ` '"��-�- I '� _� a - h�- I � I 11. ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO ASPHALT PAVEMENT, CONCRETE PAVEMENT, 50.00'RECIPROCAL CROSS SIDEWALK, LANDSCAPING, IRRIGATION, AND CURB AND GUTTER ARE INCIDENTAL TO UTILITY WORK. CONTRACTOR II � s' ACCESS EASEMENT / N SHALL ASSESS JOB CONDITIONS,AND SCOPE OF WORK,AND INCLUDE ALL SURFACE RESTORATION AS REQUIRED TO _6Y'�- i I COMPLETE THE WORK IN THE BID-NO SEPARATE PAYMENT SHALL BE MADE. I a 1 1 Ft 12. _ 4 00'CITY OF MERIDIAN 1 --_ _ _ _ _� - , - I CONTRACTOR SHALL EVALUATE ALL POTABLE AND NON POTABLE UTILITY CROSSINGS FOR REQUIRED VERTICAL _- - WATER&SEWER I SEPARATION AND PROVIDE ALL WORK AND MATERIALS REQUIRED TO LOWER WATER PIPING UNDER NON-POTABLE Q EASEMENT I / LINES AS REQUIRED. ALL WORK AND MATERIALS SHALL BE INCLUDED IN THE BID-NO SEPARATE PAYMENT SHALL BE a / I I _ ".I ' _3 I / MADE. W I I I 13. RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER-COVER SHALL SLOPE TO MATCH SURROUNDING 4I �• 2S j2• °�°°°`•`�' •- I I 10.00'PUBLIC UTILITY EASEMENT I GRADES. 14. ADJUST WATER METER VALVES AND METER TILE FRAME AND COVER TO MATCH FINISHED GRADE ELEVATION AND (/ ° ° I \� / / \\ :• I I I I SLOPE. U 15. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS- IT IS THE CONTRACTOR'S I I 3 I I RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND INCLUDE mmi 7 ° 1 I / ❑ \\ 1/ II N I I ALL WORK AND MATERIALS IN THE PROJECT BID- NO SEPARATE PAYMENT SHALL BE MADE. 16. RETAIN & PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED- PROVIDE TEMPORARY SHORING AND N Q SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. S'�, I I I _ ❑ \\ ! 1 N 2 \� 17. PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE UTILITY STUBS SHOWN, AND MAKE 7 °I CONNECTIONS TO BUILDING. C'7 LU Lc-' c c�c q 7 I 2S I •I• I I 18. ADJUST ALL PRESSURE IRRIGATION RISERS, SERVICES, VALVE BOXES AND APPURTENANT ITEMS TO MATCH / I 7 I I I FINISHED GRADE AND SLOPE. O Q 2 _ y• w 5 q � �- �' I I I \ I i 19. ALL SEWER SERVICE CONSTRUCTION SHALL CONFORM WITH THE CURRENT EDITION OF THE UNIFORM PLUMBING : I'°: I ------- ---------- � a I /� •-. .�, •' I,. . I I I 1 12 �� L-1----------------- CODE. °I •• • I I I I � � = W 5 AI 3 I I � -- ---------------------- II 1 Q Lim d ° GRAVITY IRRIGATION 6 .,w a„ F' WTI 1 Q z A ;. e"w a"w a"w a w a•,w a'w s"w a"w a'w� 4 � i I \ �RELOCATED BY OTHERS :•, '.°• �.••I:• • •. .. `� I I I � � N � � I Z its 14 ., ; 13 ;/I s J 11 2 - - Pressure Irrigation Supply a \ / 8 _'2 G' O 9 1 --�-- 572 ----- 3" / 1 O s a's a's a's a's e's a"s a's s"s ----- - - 1z'cI ��1z,ei -- - ----- -I- \ rcl \ 1 I---- 8 1 PRIMARY SUPPLY-DEVELOPMENT SURFACE WATER PRESSURE IRRIGATION SYSTEM. 3 12 12" 12"GI 1 2"c�_ z•G' / / 257 I W 5 - G' zcl zcl 112 1z"GI 5 'GI 25j2'GI z i--1z' -- - - ----- --- --- -_ -_ I - • TEN MILE CROSSING DEVELOPMENT BACK-UP SUPPLY WELL. O - - = - � 3 _ _ ---\ _ _ 3 z"cl z"cl z"cl z'ci z"ci iz"ci= -izql z"cl Q ° c �❑ C C C-- C C Y C__-Cr---�S:-�-C�C C C J C I C C C C C C C C C - - I - - _ - P LIJ- _GP GP P P P P P P \ P P P P P P P P P� V P P- _ \ - 6"PI 6� 6'PI 6'PI-J f,'- 6"PI 6'"PT-�o" •�P _-Ei'PL-- 6"PI- G 6..PI G G 6•�PI G 6••PG 6"PI G 6"PI G 6"PI G 6'pl 6.•PI 6"PI 6"PI 6"PI 6"Pi _ g\ 1 z�56�3, 2-57fi- 4 v R IRR I // roE �- TO l I 1 I 1 I / L a 7 - -_ � - ------ 7-- I X� 4 \ ON/ / IIIIIo I as O w / �\ �1z"so O 0 7 7 7 U G-' W I � I � / / /// // � °� 1 Q z O U C w U � Ln N UTILITY PLAN Issue Date: MAY1,2025 Drawn By: MW Checked By: CS 0 20 40 FEET Revision ChID Issue Name Date Project No. 24024 RESERVED FOR UTILITY PLAN BUILDING DEPT. STAMPS CIO