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HomeMy WebLinkAboutC4.10 UTILITY PLAN GENERAL N OTES 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 17 301 LF PROPOSED FINISHED GRADE ELEVATIONS. 3 5 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 SSMH-6 2 7 cJ \ CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4 — — — — — — — — — — — — — — — — — — — — 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND - - - - - - -- - - - - - - -- \ 191 LF 3 — — — — — — — — — — — REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS B 8„W m 8„W 8"W 8"W \\ CONNECTION PREVENTION. — m — — — 3+00 � o ��0— — — 5+00— \\ 3 /�,, 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND o S cs I dib \\ REQUIREMENTS. Kimley )) Horn c I x00 \\ ' / // 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE L — , \ ` ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St.,Suite 210 30' 309 LF OF 4 I \\ REQUIREMENTS. I Boise, ID 83702 1 Tel. No. (208)845-0089 37 LF 3 I ESMT 8" PVC @ 0.65% 3 I HMO � \\\ / O I I — SSMH-7 2 ��� 8ry� \\ / o ' 11' ' i 8 / SANITARY SEWER NOTES CONSULTANT �vv 20LF 3 / , cs U O 00 \) \\ / o* / �0 O CONNECT TO EXISTING SANITARY SEWER MANHOLE. CONTRACTOR TO VERIFY O x \ O EXISTING SANITARY SEWER INVERT PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF + I 191 LF OF 3 � \\ x / RECORD IF DISCREPANCIES ARE FOUND. � N I 8" PVC @ 0.65/0 4 \ \ONAL EN � 8" PVC 8 LF 0 650% 3 I 3 206 LF 8'�, 4 O FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC Q�oF�S \GENSF'. SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF CT) 11 4 a S 5 THERE IS ANY CONFLICT PRIOR TO PROCEEDING. 19524 4 / 24 LF 2 V� / 04 10 2025 \ ° 2 3 FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE � J, � � o � / F 2S \ ° PLUMBING CODE AND CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH icy �9TF �QPx" w 4 i SMT 8 \ \ 4 7 AND SLOPE PER PLAN. qF pATOF z — � I 10 5 / \ a \\ O UNLESS OS OTHERWISE HOWN.ENVERT PER PLAN. CAP AT EDGE OF EASEMENT J m 3 � 2 13 LF � � CO I / SSMH-8 2 O5 PROPOSED 6" SANITARY SEWER SERVICE. STUB AND CAP AT EDGE OF EASEMENT STAMP ru \ UNLESS OTHERWISE SHOWN. INVERT PER PLAN. U / 32 No. Description Date Q 23 LF 2 L 1 L o ES FURNISH OF MER DIAND INSTALL 4" TRAFFIC RATED STANDARDS AND SP CF CAT ONS-OUT PER ISPWC SD-506A AND CITY �\ SSMH-5 2 + i / BLOCK 1 WATER NOTES s° 77 LF OF 3 I O CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER \ 8" PVC @ 2.18% I 4 / ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND SPECIFICATIONS. \ ° o — ��_— ` _ --_ / O2 FURNISH AND INSTALL 8" TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER \ — _ I6 PLAN) WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF \ / MERIDIAN SD-W13. \ FURNISH AND INSTALL 8" C-900 WATER LINE PER CITY OF MERIDIAN STANDARDS AND \ 3 29 LF \ \ / SPECIFICATIONS. LENGTH PER PLAN. \ \ \ v ® FURNISH AND INSTALL 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) \ � \ `\ \cy�� PER CITY OF MERIDIAN SD-W13. VILLAGIO WqY 10"W \ FURNISH AND INSTALL 45' BEND WITH THRUST BLOCK PER ISPWC SD-403. \ _ 10"W \ / "SS _ \ \ / O7 FURNISH AND INSTALL 8"x8" TEE WITH (3) 8" GATE VALVES AND THRUST BLOCK PER o EXIST. SSMH-2 \ \\ ISPWC SD-403. \ �p FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DETAIL W8. Project Number N/A O9 FURNISH AND INSTALL 11.5° BEND WITH THRUST BLOCK PER ISPWC SD-403. Date 7/18/2025 LEGEN D — — — — PROPERTY LINE EXISTING WATER LINE U) W PROPOSED DOMESTIC WATER SERVICE LINE \ S S S EXISTING SANITARY SEWER LINE /� SS SS PROPOSED SANITARY SEWER LINE 2580 2580 0 m GAS GAS GAS — EXISTING GAS LINE M E E EXISTING ELECTRIC LINE W COM EXISTING TELECOM LINE T Woo PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE ZLn n GIRR GIRR EXISTING GRAVITY IRRIGATION LINE J rM N 3 2576 W ^�'�� c=j 00 r- 2576 Cy)1Ln 0n I�I� Q Q/� /N_ UJ N ^ L V 1 0- - - J + �N� _ - - - - - - _ "-0 KEYMAP N .T.S _ _o o N EXISTING GRADE _ _ I �O �>> W _ _ - -_ — � �ZZ �� Z00 _ - - _ - - _>> E Z 00� _ — _ ( �ZZ T 2572 _r 00 — — 2572 (0N ��L0 — Y W NNu7 I��(4 i �(n (n ��N (O + U)N� i � co I N UJ ° 00 _ V) - z W. COBALT DR. 3 N I N z O �_>> o .3 LQ N Z Z '_---- _ �0 �» �ZZ N N —— / PROPOSED GRADE T — I 5 V) (.0 2568 N + Ln N N 0 2568 3 I__: ZOO (n >> > WATER / X Z i o W E Z Z — , ----------- ------j w - - - g PVC i w m ,�( - - - " PVC WATER g PROPOSED 8"WATER 2 2564 MAIN cRosslNG 2564 ' i � �. 8„ PVC WATER m Q a WATER N PVC W PROPOSED 8' WATER w 3 MAIN CROSSING s 2560 2560 i o P U / G I _ .y o o �P oQ o w V — — �P o � Q „ PVC @ 0.65% I - z 2556 191 LF OF 8 o 2556 -- - - - i" - z o PVC @ 0.65% w 309 LF OF 8 W m J 0 y W a 168 LF OF 8" PVC @ 0.65% Y � � a 2552 2552 mUJ D 77 LF OF 8" PVC @ 2.18% In UJ _J J 2550 2550 UJ 0+00 3+00 4+00 5+00 8+00 8+50 Q N z CJ m 2 as Q a N m O n SHEET TITLE C U Q N o M � � t N � •- GRAPHIC SCALE IN FEET N c) 0 15 30 60 /V� C CN m ° Y CAUTION: NOTICE TO CONTRACTOR J 10 6 a III, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING p d F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES cn 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 below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call wow you dig