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HomeMy WebLinkAboutC6.0_Water Plan m E SF�'tip KEYNOTES 16970 4-10-24 OCONNECT TO EXISTING 12" WATER MAIN BY CUTTING IN A 12%12" TEE. MAKE COMPATIBLE CONNECTION TO EXISTING WATER MAIN. ��Qj� EOF �G�P�P O INSTALL 8" GATE VALVE AND 4" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR FUTURE Ln WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. O J 0 30 60 120 180 \ Te ® INSTALL 12" GATE VALVE AND 4" BLOW-OFF ASSEMBLY WITH CONCRETE COLLAR FOR f11 \ FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN SD-W13. LIB Y �\O SCALE: 1" = 60' \ �� r° O3 INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN 2 w \ re\\c��i SD-W1 AND SD-W2. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. A/ o _W LL V) / \re s�q ® INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER CITY OF MERIDIAN �L SD-W1 AND SD-W3. SET METER ELEVATIONS ACCORDING TO CITY OF MERIDIAN SD-W6. 1 D U \ r q 0 > WATER NOTES r 0 8x6 TEE (MJxFLG) N o Q) 00 O \\e 6" GATE VALVE (FLGxMJ) �o a, z 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC _ // \c` , re \ 6" WATER MAIN (LENGTH PER PLAN) It d3 \ \ re FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. m w � �. AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. 4 8 \ o 12 y" ( ) \`°c re 5� 12x6 TEE MJxFLG m O @) N 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. \ w d�` 2 t128LF 8" PVC \ 6" GATE VALVE (FLGxMJ) m f m w 3. LOCATE WATER METERS PER MERIDIAN SD-W2. SET METER ELEVATIONS PER %'v B 1 3 L 7 \` �\ 6" WATER MAIN (LENGTH PER PLAN) z MERIDIAN SD-W6. CA. \ \�� \ FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. p, w 9 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER 13 BLOCK 6 m © 8" 11.25' ELBOW (MJxMJ) AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. ,„ o; 12 � �Q \ 13 4 \ \ O7 8" 22.5' ELBOW (MJxMJ) cn �':Fo / 6 w 5. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT OR '` \ a_ OVER A SEWER OR WATER MAIN. THIS INCLUDES BUILDING, CARPORTS, TRASH � ® 8"x8" TEE (FLGxFLG) x Ld ENCLOSURES, TREES, DEEP ROOTING BUSHES, ETC. 4 14 7 \ w 13 \\ 0 8" GATE VALVE (FLGxMJ) N N z / 5 t97LF 8" PVC w o o / 14 1 p 12" 1 1.25' ELBOW (MJxMJ) 0 \ 11 12" 22.5' ELBOW (MJxMJ) o 0 CD cn 13 \ z � z // 13 \ 6 \\ A \ 1 2 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 SHEET C0.1. p 41 12 4 cP, \ 4 \ 13 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 SHEET COA. �I I_ 4 , \ 14 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED TO ACHIEVE 18" 3 / Ai BLOCK 5 5 VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF WATER CLASS PIPE AT CROSSING. Q w Of 0 / ® ' f 16LF 6" PVC \ \ 0 w w t28LF 8" PVC �� r 15 SEE WATER NOTE #2 SHEET C0.1. O a_ ao� w 12 13 \ \ a 16 SEPARATION DISTANCE FROM SEEPAGE BED TO WATER MAIN LESS THAN 25'. INSTALL a g c� / " " 1 1 re 2 O (n o 7 \ IMPERMEABLE HDPE LINER ALONG SIDE WALL OF SEEPAGE BED. SEE DETAIL 1 SHEET C9.2. 12 x12 TEE (FLGxFLG) re v U) J N B.o \ 12" GATE VALVE (NW) t58LF 8" PVC 3 ''� \ p z o c ° 12"x8" REDUCER (SW) \ ` a l� REMOVE EXISTING FIRE HYDRANT ASSEMBLY. CONNECT TO AND EXTEND EXISTING 6" WATER L 0)1 z p 8" GATE VALVE (SW) 13 r MAIN (LENGTH PER PLAN). RELOCATE FIRE HYDRANT ASSEMBLY AND INSTALL PER MERIDIAN o = w t41LF 12" PVC q t118LF 8' PVC \ \ �\ / °• Te \r SD-W8 AND SD-W9. Q z \ t36LF 12" PVC 10 4 / ° e o \ 111 , \ 4 2 / r \ \ 18 INSTALL 2" WATER SERVICE LINE AND METER SETTER PER CITY OF MERIDIAN SD-W4 FOR w O f33LF 12" PVC \ 10 13 9L \ /. ,�� ` , ° BACKUP PRESSURE IRRIGATION SERVICE. SET METER ELEVATION ACCORDING TO CITY OF z 12 \\ f43LF 12" PVC C) / �/ /� \ MERIDIAN SD-W6. AN APPROVED REDUCED PRESSURE BACKFLOW DEVICE IS REQUIRED. 7 \\ �9� 7 BLOCK 6 / t39LF 8" PVC o \ 5 13 1 1. I 7 \ \ \ 2 B.o. > N L� • o ,�: 9 \ 1. Lu t39LF 8" PVC T� T° 0 - t8LF 8" PVC \ Q� 1 1 11 \ 12 7 I 1 5 Fc DESIGNED: C. GRAHAM f47LF 8" PVC \° t13LF 6" PVC \� 8°A 13 8 9 t9LF 6" PVC DRAWN: L. HAASE LLi I \ 4 4 BSS, VC CHECKED: C. GRAHAM �.. 1 3 �\ \ w 1 2 \ s� 2 t41 LF 8" PVC � \ � s i �� APPROVED: C. GRAHAM z A \�. ��� f145LF 12" PVC R 7 13 I 8 3 `�\\ O cn 7 \ 1- 00 2 I \ -vim 13 3 1 12 \ \ PREPARED FOR' o \ 11 3 I I , \��� G20 LLC o \ B.O. \• 6 t53LF 8" PVC 1 �, e w \ �;\ t23LF 12" PVC I . I ° i BLOCK 7 '� �� e PO BOX 593 w — 4"� — I — 4"PI — 4"PI 13 1 > I \ \\ r EAGLE, ID 83616 z BLOCK 3 \ ir•. I � cn Q 3 \ 11 A� I I 8"PI r 4 4 BLOCK 4 a I v I \ \r Te 0 �J t 140LF 8" PVC 11' I , 4 1 ' � O J I Q \\TE B G 1 3 0 1 2 I 3 4 5 6 1 t 108LF 12" PVC °i 5 1 1 2 ` F� rem re � 2 ' ' I f8LF 12" PVC I " 1 2 G �� \CALKINS O f88LF 8" PVC t36LF 8" PVC 1 BLOCK 5 5 g" I 1 g PI re\ re=TERAL � J t13LF 6" PVC t261LF 8" PVC I �,/ t8LF 12" PVC I I - _ re _ rs 14 16 4 4 t9LF 6" PVC �;t13LF 6' PVC - E \ 1 2 9 ° 1 3 3 t18LF 8" PVC 1 ' I o 5 .I° I 4 A� 5 1 8 G, re_=re—re ' � � � S 1 3 1 3 1 3 1 3 14 °° I t9LF 6" PVC � 14 1° 1 \ `EG- _ TB-T8_-TB-TB 5 J I — ----------- I I 12 14 13 13 6 — r 14. j 2 ---------------------- — 14 4'PI 12 -EG_ _ �T8-- _ ire t143LF 8" PVC — — °. ... ' . _ _ -EG_ - ra—T— _ rs — — — — t318LF 12' PVC f309LF 8" PVC "f149LF 8" PVC r _- -EG_ _ bra O _ W.JASPER STREET — _ _ — — — — 4 t13LF 6" z L::T::8"SS> <8"gS <8"SS — — — — — - _ <8"SS <8"SS <8"SS W•JASPER STREET <8"SS _ t2 LF 8" P E— - G_ _ 14 26 VC t19LF 8" z z ww 1 3 12 1 3 1 3 1 3 7 1 3 12 1 1 1 3 1 3 1 3 1 3 � � ° <8'SS� — •• • •• � Q O I $ 13 Ia 12 1 - 13 13 13 13 2 J z 4 4 4 4 4 4 4 3 1• I 13 _ B.O. (/) Q w I ±31 LF 12" PVC 4 4 ,> 1 . I 4 4 4 4 - J t62LF 12 PVC < I I I 1 : � _ 12"x12" CROSS (FLGxFLG) - 4 Q W � � 21 20 19 18 17 16 15 14 13 12 11 10 9 I 12"x12" TEE (FLGxFLG) 6 5 4 3 2 ? N I 12" GATE VALVE (W) 4 5 6 7 8 9 10 12" GATE VALVE (N) I 1 12"x8" REDUCER (N+E) 11 m CC L.L z BLOCK 2 12"x8" REDUCER (W) < n o I 1 (2) 8" GATE VALVES (N+E) G w L I 8" GATE VALVE (W) BLOCK 2 I vi °' 1 BLOCK 1 D LJJ / Q I • I I O � PI "PI 4'PI 4"PI 4"PIT 4"P� .•4' I 4'PI 4'PI 4'PI — •• * . 4�PI 4"P1 4"PI "PI 4'PI � <12"GIRR z 1 <12"GIRR — — <12"GIRR O--- ---------------------- ----------------------- ------- ------------- ----- 12 17 t22LF6" PVC C _ ----------- a ------ -------------- ------- ---------------------- G ~ t23LF 6" PVC o .. . .° � � . .• a———————a— � Q _ C� oFT] o ❑ I 14 E��EP—�—�EP— o z J EP EP EP EP EP EP EP EP ° EP EP EP EP EP EP EP ° EP EP EP EP EP EP -gyp __�P- � --V�E�- __ N�_ F�=V�_ -=�V-�-=- rP� Ep =�1tl- -- nP=-_ -_-EP _ p 0 O EP EP EP EP W. AMITYROAD - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - -�EP EP EP EP EP EP EP EP 2 TB TB TB TB TB TB TB TB aT-�- B-EP --- -E-P - - � Ep -- W. AMITY ROAD P w ETf� T� T� E �{�-- --- --- - --- _-moo--- EP EP EP ❑ OHP OH OHP OHP OHP HP EP OH�P- -OHPB�OHP- OIL TB VTR pIPB � O V) 12 J_ > 1 C) d cV Q O N v~i CSW PROJECT NO. 19022 J ODRAWING DATE 04/10/2024 0 D— O O c6mO