Loading...
HomeMy WebLinkAboutC4.20 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 (A HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 1144 S. SILVERSTONE WAY SUITE 500 MATCH LINE SHEET C5.30 COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE MERIDIAN, ID 83642-7381 SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT I I \ SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. \\ \\ 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH I \ \ PROPOSED FINISHED GRADE ELEVATIONS. \ \ 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO COPYRIGHT© 2024 \\ \\ CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. imm I I \ 0 d,, 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND o I \ \ /1- REGULATIONS INCLUDING, BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS + I \\ \ \ CONNECTION PREVENTION. \\\ \\ 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 400LFOF \ Kimley ))) Horn I I 3 8" PVC @ 0.63% \ \ � REQUIREMENTS. \\\\ \ \ 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE \ \ ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND 1100 West Idaho St., Suite 210 \ �� Oo REQUIREMENTS. I Boise, ID 83702 1 Tel. No.(208)845-0089 I I \ \ v \\ o IC1 SANITARY SEWER NOTES \ \ \ CONSULTANT LO MAKE COMPATIBLE CONNECTION TO EXISTING SANITARY SEWER STUB. CONTRACTOR \ \ S�y TO VERIFY EXISTING SANITARY SEWER INVERT PRIOR TO CONSTRUCTION. NOTIFY 52 LF OF 3 LF OF 8" PVC @ 1.19% 3 \ ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND. I 3 3 PVC @ 0.65% SSMH-9 2 I \ Os \ ASS\ONAL fN�� ILI \ \ O FURNISH AND INSTALL 48" DIAMETER TYPE A SANITARY SEWER MANHOLE PER ISPWC Q�O`� \YENSFD ILIo I SD-501. RIM AND INVERTS PER PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF O I q I \ \ /„ THERE IS ANY CONFLICT PRIOR TO PROCEEDING. M Y~ 19524 - - - - - -- - - - - - - - - - - - - - - - - - --- - - - - - - - - - � � O3 FURNISH AND INSTALL 8" SANITARY SEWER LINE PER CURRENT IDAHO STATE 04/10/2025 9+00 10+00 11+00 (� 4 20' � \ ��' O PLUMBING CODE AND CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS. LENGTH J>-/ W w S S — �S S -M ESMT A \ AND SLOPE PER PLAN. �9F� pFTOF �23LF Z 8"W 8"W 8"W 8"W Bo I ,i // _ \ �l O PROPOSED 4" SANITARY SEWER SERVICE. STUB AND CAP AT EDGE OF EASEMENT J - - - - - 12+002+13 9 i \ \ UNLESS OTHERWISE SHOWN. INVERT PER PLAN. \ / STAMP I 4 I �� 8"� I- - - - - - - - - - - - - - - - - - - - - - - - - _ ` 3 57LF v �� WATER NOTES U cJ N - " — 8 \\ /� No. Description Date 2 12 LF 8 4 4 2 3 I \ 8 8 W \ �\ \ \ / / 1 CONTRACTOR TO MAKE COMPATIBLE CONNECTION TO EXISTING WATER PIPE PER Q I 35' 4 I \ - Bo -- - - - - - , - - - - - \, ���1, \ \ / / O ISPWC, CITY OF MERIDIAN, AND IDAHO STATE PLUMBING CODE STANDARDS AND ESMT ESMT 3 I 2 12 LF- I \ \ ,/ // SPECIFICATIONS. 4 5 L 20' I - \ \\ FURNISH AND INSTALL 8" TEE, 8" GATE VALVE, 8" C-900 WATER LINE (LENGTH PER 20' 3 142 LF 29 LF 3 3 17 LF / PLAN) WITH 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF ESMT ESMT \ \ / / MERIDIAN SD-W13. FURNISH AND INSTALL 8" C-900 WATER LINE PER CITY OF MERIDIAN STANDARDS AND 7 SPECIFICATIONS. LENGTH PER PLAN. 2 SSMH-10 \ \ � / U) / ® FURNISH AND INSTALL 2" BLOW OFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN SD-W13. FURNISH AND INSTALL 45' BEND WITH THRUST BLOCK PER ISPWC SD-403. FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DETAIL W8. FURNISH AND INSTALL 11.5° BEND WITH THRUST BLOCK PER ISPWC SD-403. K 1 ,/ ►, / LEGEN D BLOC ,/ , ► , - - - - / PROPERTY LINE /G C / EXISTING WATER LINE Project Number N/A PROPOSED DOMESTIC WATER SERVICE W LINE Date 7/18/2025 S S S EXISTING SANITARY SEWER LINE z SS SS PROPOSED SANITARY SEWER LINE GAS GAS GAS - EXISTING GAS LINE O E EXISTING ELECTRIC LINE COM EXISTING TELECOM LINE U) PIRR PIRR EXISTING PRESSURIZED IRRIGATION LINE GIRR GIRR EXISTING GRAVITY IRRIGATION LINE N c0 U O C t0 O TF E Y o U)m 2584 2584 Lli c 2580 2580 KEYMAP N .T.S J o 0 N LLJ Z �N 0 T N _N 00 00 z N o z 2580 2580 �LnLn 0 E w w0 nf W + IN :3 oLj N - c + N I NZZZ _ � � - NN00 / 2576 v 00 r i v�i z 2576 Q N ao ao /� / �.�..� W. COBALT DR. ~ QN E»> Q LnL — QH ..- - - - - - —ZZZ � (n � �� �N - � (n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + N O NH - - T 3 I N .. ..� / - t EXISTING GRADE 2576 zZ� 2576 - 3 PROPOSED GRADE 0 2572 2572 - - - - - - - - - - - - - - - - i ! ///�/� W c EXISTING GRADE i 1 U z73 i \ 2572 2572 0 i E WATER PVC / z k " WATER 8 PROPOSED GRADE -- - - - - - - - - - i 0 2568 8 PVC 2568 � 1 �-t ^ y 7 \ c J 2568 2568 _ � -----------J I V U I x G2564 2564 i P - _ o �I P o `n 2564 2564 I-- - - - a o z - Jo z o Lu J o 2560 4 2560 a w a 383 LF OF 8" PVC © 0.65% o -_ 7 52 LF OF 8" PVC @ 1.19% 2560 4 2560 = U Q o OJO U) y a Ui n W 0 J 2556 2556 2558 2558 z s 8+50 9+ 12+00 12+23 4+50 5+00 6+00 6+40 a c� N o O n SHEETTITLE C U Q N o co � � s J 3 N L GRAPHIC SCALE IN FEET z0 0 15 30 60 cN Y E CAUTION: NOTICE TO CONTRACTOR 5o ■ 20 4i -E I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING p a F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES c^ 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 Kim vdian below UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call twom WUdig