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HomeMy WebLinkAboutC4.00 UTILITY PLAN GEN ERAL NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE AHLIQUIST. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1144 S. SILVERSTONE WAY SUITE 500 COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE MERIDIAN, ID 83642-7381 SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE ELEVATIONS. O 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 I O \ CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 16 EXIST. SSMH-1 I \ \ \ 30 FS \ \ 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND 29 LF OF yC� MT' \ REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS 8" PVC @ 2.50% 3 / �\ \ 11 CONNECTION PREVENTION. 4\ \\ \ 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 165 LF OF / REQUIREMENTS. Kimley >> H o r n I _ � / \ � �� � O ° I 8 PVC @2.50% 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE SSMH-2 2 _ _ _ — — — — — — 1+00 Ss—m SSMH-1 �x �'��� ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St.,Suite 210 U) o �� \ REQUIREMENTS. I Boise, ID 83702 1 Tel.No.(208)845-0089 2 100 S 15 I aW w 20LF 2 I I BOW _ — _ - - I _ __ _ _ _ _ _ — SANITARY SEWER NOTES CONSULTANT 6 I 107 LF 3 � `8�w \\� 4 r J I I 160 LF 3 �_� \ \ O MAKE COMPATIBLE CONNECTION TO EXISTING SANITARY SEWER SERVICE STUB. m I t� \ \ CONTRACTOR TO VERIFY EXISTING SANITARY SEWER INVERT PRIOR TO Cn tQ i \ CONSTRUCTION. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND. Ld ASS\ONAL fiy�i r , O2 FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC �O� ��CENSFD OFF I ¢ v SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF Q �' 91 LF OF 3 I I I 3 80 LF I 47`LF 3 \ 2� \ \ THERE IS ANY CONFLICT PRIOR TO PROCEEDING. f 8" PVC @ 2.50% 19524 B.O. O3 FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE 04/10/2025PLUM0 I 101 I— 1 � � \\ � \�� � AND SBIOPE PER PLANNG CODE AND . OF OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH FgTF OF SSMH-3 2 I O I `S-' \ / PATRI0K I �' 13 \ �, 8 I \ \ \ STAMP _ _ ------ I I I w — — 3+15 I I BLOCK 1 z_ WATER NOTES No. Description Date I I I J 1 CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER I I I 12 A = O ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND SPECIFICATIONS. I 3 137 LF I I \ Q O2 FURNISH AND INSTALL 8"TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER I I / ■ PLAN)WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF I I I MERIDIAN SD-W13. I I O3 FURNISH AND INSTALL 8" C-900 WATER LINE PER CITY OF MERIDIAN STANDARDS AND 14 I I I / / SPECIFICATIONS. LENGTH PER PLAN. 30' I / I , ® FURNISH AND INSTALL 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) E30 I I I / � ■ Q��� PER CITY OF MERIDIAN SD-W13. I 3 I O FURNISH AND INSTALL 45' BEND WITH THRUST BLOCK PER ISPWC SD-403. too © FURNISH AND INSTALL 90' BEND WITH THRUST BLOCK PER ISPWC SD-403. FURNISH AND INSTALL 8"x8"TEE WITH (3) 8" GATE VALVES AND THRUST BLOCK PER i I I / ISPWC SD-403. I B.O. I ® FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD G\0 / DETAIL W8. LEGEND Project Number N/A ,D ___ _ I _ / Date 7/18/2025 PROPERTY LINE v EXISTING WATER LINE z w PROPOSED DOMESTIC WATER SERVICE O LINE S S S EXISTING SANITARY SEWER LINE SS SS PROPOSED SANITARY SEWER LINE U) GAS GAS GAS EXISTING GAS LINE E EXISTING ELECTRIC LINE > U y COM EXISTING TELECOM LINE PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE Q a GIRR GIRR EXISTING GRAVITY IRRIGATION LINE M 0 W Y 2576 2576 o U)m L N LU _ co co� 2572 KEYMAP N .T.S J Ez 2572 U I co LO 0) m (n N N I- N L�.I N Z Z O Y Nur) X > >> z �co W LEI — Z Z i 3 O ° 2568 Z o In N 2568 UJ LO \ L_, ° N w O o N + Lo�NH ��� W. COBALT DR. 3 w�I j I N .. 0)OL o cal N s �N� rO + 10I- N �ZZ I NZ� N� _ —O o > N Z Z �' ---------- --- _ i/ I I i _ 2564 cii � 2564 W? 0 U C I m — — — — — — — — — — E 1 EXISTING GRADE \ - - - - I o 2560 2560 Q 3 8" PVC WATER 8" PVC WATER o 3 U II 3 I, 9 OF 8 P V 2556 c 2556 a Soq I �P P z U U Q L o d O --.-- T 165 LF OF J Lu 8" pVC W 2552 2.Spq 2552 � O N W d u Y < U C U Q N Q E yy Lu C S m W 6 2548 29 LF OF 8" PVC ® 2.50% 2548 p Z L 3+15 3+00 2+00 0+00 U) N U) a 0 Q N m o Q SHEET TITLE c � U G C Q M o N � o 3 GRAPHIC SCALE IN FEET N U s 0 15 30 60 O _ u N Q o m r NORTH ' 3 CAUTION: NOTICE TO CONTRACTOR 5000 -Ea THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING in a �E UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Knmvduft helm UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Cd bdoM YW dig