Loading...
CC - Off Site Water Plan NAL F mI - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - o`�`GENSFp N Q� W I , 16970 I 11-12-21 v N OF\co OPT c~n I I — — — / \ \ M.GAP L I W J I 0 30 60 120 180 V) / � \ 0 Of W I \ � � N I " - - - SCALE: 1" = 60' - - J Ld 3 \ \ / �� � e 0) v 8 \ f59LF 8" PVC E: ,� ,= 6 \ , C]N o 0 I - - — LnM Sim >_ M c� z W 1 ±9LF 6" PVC \ 0 - 0 rn 1 I 1 14 - \ cow cf) ` RE PNPSE \ / o @ 00 t156LF 12" PVC UTU m o LLd I I 1 1 E BINGLEY DRIVE(PUBLIC) F \ — 8"S <8"SS II 14 _ fu z w NI 16 f 6LF 12" PVC \ u cn 13I 1 f 13LF 12" PVC cn - w NI t6LF 12" PVC 1 \ - - - a_ w I I W f196LF 12" PVC \ p BLOCK 2 I 8 STUB 8" WATER MAIN OI"I I 1 ` / 3 FOR FUTURE TIE—IN a w I cn \ 0 6 /0 " \N I W 6 1 t�13LF CD PVC t23LF 12" PVC � ` _ z cu NI a f87LF 12" PVC 1 W 30.00' SEWER/ 9 1 1 7 t 130LF 12" PVC z I I WATER EASEMENT 14 1 / 03-- _ _ 7 00 z _ ` n 2 EG ---- EG EG I I W 9 I - ------ �8"SS �a o�v Of w z 3I I \ v,� f228LF 12" PVC 2 \ FUTU 1 a N W t33LF 12" PVC \ t56LF 12" PVC �� \`�\ \ „ / f 1 15LF 8 PVC / \ w U I I W I 11 pV \\\ \ \ Cj' �tl \ ` 0 _ 1 z 1 INSTALL 12"x8" REDUCER AND o Q / c�\\ / 6 /� III _N8" BLIND FLANGE FOR FUTURE ���_ \\ \\ 1 t9LF 6" PVC\ ji - 8" WATER MAIN EXTESION ? � ��� \\\ a4 j Mq0 00• z Ld wo 13I W I \\\\8SS \\\� 15 E BINGLEY LANE(PVT) - — z I�I CONNECT TO EXISTING �3� \\\� \\\ 14 % /4 / \ 0 -00 12" WATER MAIN " \\ AC FS \ Q I f13LF 6 PVC U Roq� � � __ LL W I \ \\ - - - - - - > Lu o I W \\ys c� \\\ 1 t191LF 12" PVC r g I t66LF 12" PVC \ \ \\\ Q0 DESIGNED: C. GRAHAM FAT E O I I UR P � \\\\\ 1 1 U DRAWN: C. GRAHAM Lei I I I W \\ V(9 \\ 1 t 13LF 6" PVC 0 \\ SS \\ 6 W o LLJ CHECKED. C. GRAHAM m l W \\`Fc \ 7 1 a4� t109LF 12" PVC 1 W t75LF 12" PVC = APPROVED: C. GRAHAM O \\Fc �3 C cj 7 t37LF 12" PVC 1 V) _J I W \\\S �3 NQ. _ 1 1 9 o co I W _ _ �3-- - �3 --- - -- 14 9 W PREPARED FOR: �' �� , eG — — ------------ V) G20 LLC I I I I �W EG — — 03 J3 PO BOX 593 " W EG <8'SS EG I I : I t71LF 12 PVC ----------- EG <8"SS EG EG W EAGLE, ID 83616 o a l W - - o 1 1 t21 LF 12" PVC z (i B I I M3 f19LF 8" PVC ( I 9 16 \ I I WI J U 6 2 I 1 U \ SE f47LF 8 PVC- 0 Q w \ \ FUTURE PN t 13LF 6" PVC I Ll-U \ I I i20.00' WATER MAIN EASEMENT 1 O z � 7 WATER NOTES KEYNOTES it i 0 Q o a_ O7 11.25' ELBOW (MJxMJ) I 1. WATER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ISPWC O HOT TAP AND CONNECT TO EXISTING 12 WATER MAIN WITH 12 x12 I W 1 w \ 0 W AND THE MERIDIAN SUPPLEMENTAL SPECIFICATION SECTION 400. TAPPING SADDLE AND 12" GATE VALVE. MAKE COMPATIBLE CONNECTION I _ ® 22.5' ELBOW (MJxMJ) I 14.00' GRAVEL F_ TO EXISTING WATER MAIN. O 2. WATER SERVICES SHALL BE MARKED PER MERIDIAN STANDARD DRAWING SW3. 1I ACCESS ROAD Q Z Ln g 45' ELBOW (MJxMJ) I I Lu QI 20 INSTALL 12" GATE VALVE AND 2" BLOW—OFF ASSEMBLY WITH CONCRETE z 3. LOCATE WATER METERS PER MERIDIAN SD—W2. SET METER ELEVATIONS PER COLLAR FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN — — I m Li MERIDIAN SD—W6. SD—W13. 1 0 12x8 CROSS (FLGxFLGxFLG) — I W Z) W W z f347LF 8" PVC I In 4. SECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER, IN ALL OTHER O3 CAP WATER MAIN AND MARK TO SURFACE FOR FUTURE WATER MAIN 11 12x12 TEE (FLGxFLG) I 1 0 z AREAS COVER OVER WATER MAIN SHALL BE 4 FEET. EXTENSION. I I Ln 12 12x8 TEE (FLGxFLG) I I Q 0- 1 L ® INSTALL SINGLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER I I uj C LI_ CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER ELEVATIONS 13 8x8 TEE (FLGxFLG) m ACCORDING TO CITY OF MERIDIAN SD-W6. O J 14 12" GATE VALVE (FLGxMJ) O5 INSTALL DOUBLE 1" WATER SERVICE LINE AND 3/4" METER SETTER PER M ATC H L I N E - SEE SHEET C 6. 1 yCITY OF MERIDIAN SD-W1 AND SD-W3. SET METER ELEVATIONS 15 8" GATE VALVE (FLGxMJ) (/) ACCORDING TO CITY OF MERIDIAN SD-W6. 0POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE #2 0 w © 8x6 TEE (MJxFLG) SHEET C0.1. 6" GATE VALVE (FLGxMJ) 1 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE #3 6" WATER MAIN (LENGTH PER PLAN) >_ FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. SHEET C0.1. U © 12x6 TEE (MJxFLG) 18 WATER MAIN/STORM DRAIN CROSSING. LOWER WATER MAIN IF REQUIRED N 6" GATE VALVE (FLGxMJ) TO ACHIEVE 18" VERTICAL CLEARANCE OR CONSTRUCT STORM DRAIN OF 0 6" WATER MAIN (LENGTH PER PLAN) WATER CLASS PIPE AT CROSSING. SEE WATER NOTE #2 SHEET C0.1. CSW PROJECT NO. 19044 FIRE HYDRANT PER MERIDIAN SD-W8 AND SD-W9. DRAWING DATE 1 1/12/2021 of IL 0 C6m0