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HomeMy WebLinkAboutCC - Water Sewer Improvement Plans SHEET NOTES S�pNAL i4 A. SEE SHEET C1.1 FOR GENERAL NOTES. B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V �o Q - - C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 10821 BEYOND PROPERTY BOUNDARY. ,f+ 10/4/22�o D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD �F`Gf9TF OF �OP�� MANHOLE TYPE A PER ISPWC STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER �' p, MCCP� ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER OO6 O7 8O O9 10 11 12 13 14 PER ISPWC STANDARD DRAWING SD-508. E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC �EX SSMH A-3 - - / ,. STANDARD DRAWING SD-511A AND SD-512. MINIMUM COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. / O ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM D-3034. SEWER SERVICES WITH LESS THAN 18" STA: 19+17.73 STA: 19+72.74 STA: 20+27.74 STA: 20+82.74 STA: 21+37.74 STA: 21+92.74 STA: 22+47.74 STA: 23+02.74 STA: 23+57.73 VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE ^!, STA: 18+76.75 INV: 2524.99 INV: 2525.21 INV: 2525.43 INV: 2525.53 INV: 2525.35 INV: 2525.13 INV: 2524.91 INV: 2524.69 INV: 2524.73 N 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE INV: 2524.80 L: 48.5' L: 48.5' L 48.5' L: 48.5' L: 48.5' L 48.5' L: 48.5' L 48.5' L: 48.5' LENGTH OF THE SERVICE. L: 49.9' IF Lri SVC SVC SVC SVC U F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a m STA: 18+32.94 SVC �� FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. o 0 \ INV: 2524.66 PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE O L: 49.2' R/W R/W /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ ' R/W R/W. R/W ,R/W R/ R/W R/W R/W,. R/W. W.- OF MANHOLE. �. Lu �6' SVC ' ' a(W - = G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER xp0 \ Rid - �S-r w w w w w Al w w w w w w422+001 w w w w w- w w - _ : w Cn�- SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY \ STA: 17+99.39• - N.BACKFIRE WAY I ►� EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR TO INSTALLATION. SERVICE LENGTH AND INVERT ARE \ INV: 2524.52 aid \ N - - - EX SSMH A-7 W BASED ON SD-511A. STATIONING TAKEN FROM L: 48.0' / / 19+00 20+00 21+00� I 23+ 0 ,N CENTERLINE OF SEWER ALIGNMENT. Z e I� I I I I I I I I / N SVC ,N „ 2• . .a,iu m/a m/a m/a . m/a ! m/a.. m - - - 180•' ,- .', . ' _ - ^ EX SSMH A-s s T WJ_ KEYNOTES 0 Z PLO / a a m/a /a m/a m/a m/a m/a m/a m a m/a m/a y z n ��m/a EX SSMH A-6 SVC SVC UTILITY MAIN/MAIN CROSSING � J- MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 0 M� OF THE POTABLE WATER AND NON-POTABLE ~ i O ,59 EX SSMH A-5 SVC 1 • • • y �= O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, u - O h STA: 22+67.18 z " 'U AMENITY, ETC.), PER CITY OF MERIDIAN STA: 19+59.24 STA: 20+40.88 STA: 20+95.88 STA: 21+50.88 STA: 22+05.88 / INV: 2524.40 INV: 2524.36 INV: 2524.33 INV: 2524.27 INV: 2524.22 INV: 2524.14 f REQUIREMENTS. SEE SEWER NOTE 2 AND WATER L: 28.5' N NOTE 2, SHEET CIA FOR MORE INFORMATION. \ .w L: 28.5' L: 28.5' L: 28.5' L: 28.5' L: 28.5' Q z UTILITY MAIN/SERVICE CROSSING / lj\ / • - C MAINTAIN HORIZONTAL AND VERTICAL SEPARATION / x� �► 8 " --11 OF THE POTABLE WATER AND NON-POTABLE SVC �\ �� PIPELINES (SEWER, STORM DRAIN, IRRIGATION, r O SEE SEWER PLAN • © AMENITY, ETC.), PER CITY OF MERIDIAN / 9 SHEET C5.2 L� 13 12 11 10 O s D REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET CIA FOR MORE INFORMATION. / STA: 16+89.51 \_ < p INV: 2524.35 b • SVC INSTALL GREEN STANDARD SERVICE MARKER PER Z / L 28.5' I. O ISPWC STANDARD DRAWING SD-512. EX SSMH A-4 SEE SEWER PLAN SHEET C5.3 s \'f'-9A�. 2 �... _ _ -• SEWER ALIGNMENT A 16+50 TO 23+75 0 30 60 90 0 30 60 90 Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' w N N Lr1 Z � 2535 Z v v o zw v 2535 fV J Q cn N z vo N 0 0 w � o O O FC�J O O N 60 Q 1) ZQ ..- Q .Nj O Z Nj OLn + zaFINISHED GROUND O+ A > > + NNLu T NN Z 0 - O W 0 Z Z V+ N N x g Z Z W Z Z x �Z Z Z W _ x >> > W (h- - W -- W FrZ Z Z_ 2530 2530, Lu EXISTING GROUND (n W � J W a W = LLJ W w 2525 PARALLEL 8" 2525 N N WATER MAIN 8" WATER MAIN CROSSING �8" WATER MAIN CROSSING o 2520 2520 0 0 2515 2515 _ 220' of 10" PVC ® 0.28% O _ - - - - 220' of 10" P/C ® 0.28% - - - - _ 60' of1 " PVC ® 0,28% - - - - - ENGINEERING U 95' of 10" PVC ® 0.28 e - SFLS NORTH DISCOVERY WAY BOISE,IDAHO 83713 o - PHONE(208)639-6939 3 EXISTING GROUND CENTEF LINE OF SEWER PIPE AUG IMENT kmengllp.com 251 O FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2 rJ 1 DESIGN BY: MSD,IRW N Z DRAWN BY: JRW O O 1 `O v 1 ON N m oNo OI co MN ON roMN O ao 7 DrNM] N cMN0 N N nNM m OM CHECKED BY: MSD UO o co O ao mO oO o o NO M M O 0 0O 0O 0 O" M DATE: 9-22-22 N N N 1 N L0 N �i N N N N N PROTECT: 21-221 z ILL o SHEET NO. 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 23+75 C 5.1 O a z ` / I SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. I/ ���NA��Ci N O B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V c 10821 o •� C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' \ G zp BEYOND PROPERTY BOUNDARY. ,pf 10/4/22 0 s N ` D. SEWER MANHOLE SHALL BE 48' DIAMETER STANDARD ��,G'>TF OF 1pP�� O 0 .. 21 MANHOLE TYPE A PER ISPWC STANDARD DRAWING X - � Z O `f O SD-501. INSTALL MANHOLE FRAME AND COVER PER ' p, MCCP p ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER 14 15 16 2 O O4 O O6 7O 8O O i PER ISPWC STANDARD DRAWING SD-508. ~ s A I ♦ E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC STANDARD DRAWING SD-511A AND SD-512. MINIMUM 3 ¢ • m �� -- LLLt- R/ 1+50.76 STA: 11+81.94 19 COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. Z ♦, i24.20 INV: 2523.98 ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM STA: 10+48.98 Q f STA: 11+68.50 STA: 12+03.24 STA: 12+44.09 STA: 12+84.08 STA: 13+24.07 STA: 13+64.07 ' L: 46.4' Svc D-303A. SEWER SERVICES WITH LESS THAN SHALL = i VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE INV: 2525.13 u INV: 2525.38 INV: 2525.19 INV: 2525.12 INV: 2525.41 INV: 2525.81 INV: 2526.22 - ♦. 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE L: 48.5 L: 48.5 L: 48.5' L 48.4' L: 47.7' L: 47.0' L: 46.3' I SEE SEWER PLAN 3 ♦ LENGTH OF THE SERVICE. N D SVC SVC ♦„ SVC ♦ SVC ♦ SVC R/w R/ F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a -R/w- R/w R/�(� R R/w - R/w R R/w R/w R/w R/w R/w R/w R/w R/ - �� w OF MANHOLE. FROM INSIDE FACE OF MANHOLE TO FACE Riw o - - f,. - • w� w w�w w Raw FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. PIPE SLOPE IS E w w +: �r N w w Q w w w -w w w w vl�-F w w w "w w " w - \ �' _ SEERVCESTO' BEYOND JOINT TRENCH EASEMENT. VERIFY 3 N CHESTNUT HILL WAY G Y D 04 N.BACKFIRE WAY 04 11+00 v EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR z _ SSMH W-1 SSMH W-2 _ j `` TO INSTALLATION. SERVICE LENGTH AND INVERT ARE S I-P1� - O BASED ON SD-511A. STATIONING TAKEN FROM 9 75 s 1 +O( 1 , 1 1+00 12+0 13+00 4 � `'� -� CENTERLINE OF SEWER ALIGNMENT. o io S s s s s S S s p \ V1 } A CON m/a m/a v� Z m EX SSMH A-9 9 SSMH . CON ,.. 1ao' '� a � KEYNOTES O z m m/a m/a m/a m/a ` N m/a m/a m/a m/a - 3 w \ ,p UTILITY MAIN/MAIN CROSSING N O m/a m/a m/a w s\ lO t I LL EX SSMH A-8 \ s MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w �_ o Y 3b \ \ OF THE POTABLE WATER AND NON POTABLE �m' 3 " - 'Q 0 PIPELINES (SEWER, STORM DRAIN, IRRIGATION, SEE SEWER PLAN _ m SEE SEWER PLAN Z f m SHEET C5.5 z SHEET C5.4 AMENITY, ETC.), PER CITY OF MERIDIAN 23 D _. REQUIREMENTS. SEE SEWER NOTE 2 AND WATER x SEE SEWER PLAN NOTE 2, SHEET C1.1 FOR MORE INFORMATION. Ln. 21 �. - D \ UTILITY MAIN/SERVICE CROSSING Z vD ' SHEET C5.1 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION • OF THE POTABLE WATER AND NON POTABLE c U� 0- PIPELINES (SEWER, STORM DRAIN, IRRIGATION, _ ,,.• 3 f s AMENITY, ETC.), PER CITY OF MERIDIAN � ♦ REQUIREMENTS. SEE SEWER NOTE 3 AND WATER p SEE SEWER PLAN _ I NOTE 3, SHEET CIA FOR MORE INFORMATION. > �RIGHT a �.�� b INSTALL GREEN STANDARD SERVICE MARKER PER SV z C ISPWC STANDARD DRAWING SD-512. J S CON CONNECT TO EXISTING SEWER MAIN / a � • 20 � � O ie. / / F�-D ♦ \-.. N I � l mil'\ � GjT �� � I � � '• �\ SEWER ALIGNMENT W SEWER ALIGNMENT S 0 30 60 90 0 30 60 90 0 30 60 90 0 30 60 90 MEL Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' W N 3 z N zw" -1 a0 2535 a vN �° 2535 2535 w N 2535 Q a �. amNo 3+oM_N N N - h ^M J ON N coO OQ Z D m N U >> NZZ O Ir Z Z 3+�NN H N .. .. / Z �>> N N Lu = NZZ 0 g+n H V w w d'Z Z Z .. >> > N Z Z O .N N CC N it z z z X >> > EXISTING GROUND rn N G --' FINISHED GROUND w ?z z N+mNO? Z L.L.I Z 2530 2530 2530 ..N O 2530 J - Q - J N F Z EXISTING GROUND O d w Lu WATER MAIN FINISHED GROUND (n _ LLJ lw PARALLEL 8' w cC LIJ Lu d 2525 2525 2525 2525 Lu I.b MIN PARALLEL 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN CROSSING CROSSING 36" GRAVITY IRRIGATION 145' of PVC ® 1.32% 2520 2520 2520 0 2520 0 b o QJG 0 0 h 00% ok of 6 P`iC ® O° °s 2515 2515 2515 2515 135 of 10" PVC ® 0.28% Z E N G I N E E R I N G U 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 D EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG MENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIG MENT PHONE(208)639-6939 2510 FINISH GROUND CENTE LINE OF SEWER PIPE ALI 2510 2510 2 G MENT FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT kmengllp.com 3 510 DESIGN BY: MSD,IRW n n 0 of M O ^ r M m rn DRAWN BY: JRW O N cp O O� I� 0 m N r'J aD o p 0 0 0 0 0 .0 o of 0 0 N N of 0 0 0 of a6 CHECKED BY: MSD U 0 N) M N N N N N N ul N N N N 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N DATE: 9-22-22 PROJECT: 21-221 O 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10+50 11+00 11+50 12+00 SHEET NO. C5.2 p a z SHEET NOTES �pNAL E < _ \ri- Pi w- i Pi Pi Pi n ri N B. STATION G BASEDF ON SEWER ALIGONMENT CENTERLINE. • �Pi - \ / \ C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 10821 } BEYOND PROPERTY BOUNDARY. .�-a ,J f• ,l, 10/4/22�o N J D. MANHOLEATYPEL A PER L BE 48"ISPWC STANDARD E DRAWING STANDARD �FG9TF OF Y�P.``Z SD-501. INSTALL MANHOLE FRAME AND COVER PER p. MCCP� ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. o �Il • Y • F O1 O O O O O ", _ `T' 14 E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC I 6 u STANDARD DRAWING SD-511A AND SD-512. MINIMUM COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. m I z /� ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM Z f MATCH LINE - SEE SHEET CS.4 D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE ,• 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE 3. STA: 11+55.41 STA: 12+07.81 STA: 12+62.81 STA: 13+17.81 STA: 13+72.81 STA: 14+78.64 LENGTH OF THE SERVICE. SEE SEWER PLAN INV: 2523.81 INV: 2523.62 INV: 2523.43 INV: 2523.24 INV: 2523.12 INV: 2523.03 - � SHEET C5.1 L: 48.5' L 48.5' L: 48.5' L: 48.5' L: 48.5' L: 48.5' 'SSMH T-2 F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a J SVCIF g • FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. o 0 /� `,� • * SVC • SVC IF SVC l PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE pV � OF MANHOLE. SVC R/w� 3 R/w R/w R/w R/w R/w R/ R/w R/w R/w R/w R/ R/w R/w R/w ; 3 G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER ��- - • ,. • � SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR - w w w+�': w-mow w -w w - w °j O TO INSTALLATION. SERVICE LENGTH AND INVERT ARE w w- w- w w w w w w 13 W.LADLE RAPIDS ST. - STA: 15 3.2.17 BASED ON SOF SEW. STATIONING TAKEN FROM INV: 2523.27 CENTERLINE OF SEWER ALIGNMENT. N i 11+00 12+00 13+00 14+0o ssMH r-1 \ KEYNOTES O Z s s s � sl s s _ UTILITY MAIN/MAIN CROSSING w M/a M EX SSMHMAa- / < �mlb _MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w m/a M a m/a M/a /a m/a M a m/a M a m/a M/a m/a M/a m/a M/ M/ • OF THE POTABLE WATER AND NON-POTABLE 4 S S PIPELINES (SEWER, STORM DRAIN, IRRIGATION, SVC SVC SVC AMENITY, ETC.), PER CITY OF MERIDIAN u S =� SVC • �� `�� 10 STA: 14+56.96 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER STA: 11+25.00 STA: 11+90.00 STA: 12+55.00 STA: 13+20.00 STA: 13+85.00 INV: 2523.62 NOTE 2, SHEET C1.1 FOR MORE INFORMATION. I INV: 2524.09 INV: 2523.83 INV: 2523.57 INV: 2523.31 INV: 2523.05 STA: 522.8 68 L: 81.8' UTILITY MAIN SERVICE CROSSING L: 28.5' L: 28.5' INV: 2522.86 / L: 28.5' L: 28.5' L: 28.5' L: 28.5' MAINTAIN HORIZONTAL AND VERTICAL SEPARATION N OF THE POTABLE WATER AND NON-POTABLE 12 © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET C1.1 FOR MORE INFORMATION. o INSTALL GREEN STANDARD SERVICE MARKER PER SV Z OO O O C ISPWC STANDARD DRAWING SD-512. O9 CON CONNECT TO EXISTING O O O SEWER MAIN SVC STA: 14+56.96 I INV: 2523.82 L: 130.4" SEWER ALIGNMENT T 11+00 TO 15+50 0 30 60 90 0 30 60 90 Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' N O Z - 2535 2535 fV Q Ln z J rl vvv 0 10 v 0 0 � a ^ z 3 3 O a o u CP Z W a Z F �p p> mr - W5` CD + WCN ro M+NN m Nx - � O ' N W Z >� > EXISTING GROUND n . Z J�Z Z NON N _ rrzcG2 + 2530 x N Z o +�N M 2530 0 O L uC Q .. J > C ..... Z Z O Z •l fn �Z z � �> > o _ _ w cUSW 12" STORM DRAIN W Q N FINISHED GROUND7� 8 WMAW CROSSING W W CROSSING � W 2525 2525 N `n - PARALLEL 8" WATER MAIN 65' of 8" PVC ® 0.36% ZO 2520 2520 0 0 45 of a, pVG 2515 2515 Z kmo E N G I N E E R I N G U 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 D 0 PHONE(208)639-6939 3 kmengllp.com EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2510 FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD,JRW N Z DRAWN BY: JRW O 1) N ,n ^ ro N O N a n n CHECKED BY: MSD U In N O � 06 . 00 N N N N N DATE: 9-22-22 N N N I N N N N N N N N N N N N N N N N N N N N N N PROJECT: 21-221 O SHEET NO. LL 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 C 5.3 O a z < • SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. ��SgVONAL fp�i < < < < w �C¢ B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. t �r�9 C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' q 10821 N 5 • o / BEYOND PROPERTY BOUNDARY. - s 10/4/22 O D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD �F�9TF 0. A- < MANHOLE TYPE A PER ISPWC STANDARD DRAWING GX OF D SD-501. INSTALL MANHOLE FRAME AND COVER PER .f I� < `\ SEE SEWER PLAN ISPWC STANDARD DRAWING SD 507 AND MANHOLE COVER ^' -• ,� SHEET C5.2 - PER ISPWC STANDARD DRAWING SD-508. i v- < E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC o STANDARD DRAWING SD 511A AND SD-512. MINIMUM S<j 0 COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. ��'f ��••// �� �, A ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, ASTM a < < c\ < .� D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE SEE SEWER PLAN LENGTH OF THE SERVICE. �\- ' <' '< �, • SHEET C5.2 F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS m FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 0 0 J - o o < �<\. ���� F F �E � PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE < < < < < < < < <° < �;�< 2� / OF MANHOLE. � SSMH T-3 / G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER 'W R/W R/W - R/W <- R/W < R, R/W E 41W R/W S R/W 1/4 R/W E R/W � R/W /W R/W R SERVICES 5' BEYOND NT. VERIFY EXACT LOCATIONOFSEWER SERVICES WI JOINT TRENCH TH OWNER PRIOR H TO INSTALLATION. SERVICE LENGTH AND INVERT ARE S si S BASED ON SD-511A. STATIONING TAKEN FROM i LV SSMH T-2 _ CENTERLINE OF SEWER ALIGNMENT. N/ N N.CHESTNUT HILL WAY KEYNOTES O Z y � w > I U •. �I UTILITY MAIN/MAIN CROSSING � - - " MAINTAIN HORIZONTAL AND VERTICAL SEPARATION w �_ o b�M/ M/a M/a M/ M/a M/a M a M/a M a M/a M/a M ,• / / / MI OF THE POTABLE WATER AND NON POTABLE a /a M/a /a M a M a M a O PIPELINES (SEWER, STORM DRAIN, IRRIGATION, < SVC $VC AMENITY, ETC.), PER CITY OF MERIDIAN r SVC REQUIREMENTS. SEE SEWER NOTE 2 AND WATER • • NOTE 2, SHEET CIA FOR MORE INFORMATION. STA: 15+47.22 STA: 16+16.31 STA: 16+86.31 STA: 17+56.31 STA: 18+27.31 UTILITY MAIN/SERVICE CROSSING INV: 2524.02 INV: 2524.24 STA: 523.7 1 1 INV: 2523.96 INV: 2523.68 INV: 2523.56 L: 48.5' L: 48.5' L: 48.5' INV: 2523.72 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION _ L: 48.5' L: 48.5' L: 47.5' OF THE POTABLE WATER AND NON-POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN OREQUIREMENTS. SEE SEWER NOTE 3 AND WATER 13 NOTE 3, SHEET CIA FOR MORE INFORMATION. o CD INSTALL GREEN STANDARD SERVICE MARKER PER Z 14 15 16 17 18 C SPWC STANDARD DRAWING SD-512. 19 SEWER ALIGNMENT T 15+00 TO 19+00 0 30 60 90 0 30 60 90 Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' N O ZO 2535 2535 fV Q Q 0_ O Z = Z o~ 3 00 fn LJJ Q LJJ O � o� EXISTING GROUND N C LLJ 2530 r+Nod NoN N Z 2530 Q ON w N 0 - N cN- > C N �z z O � z FINISHED GROUND (A5w � J SLEEVED 4" PRESSURE 12" STORM DRAIN LJJ Q G IRRIGATION CROSSING) CROSSING a- w >CC 2525 1.5' MIN 2525 PARALLEL 8" _ WATER MAIN 370' of 8" PVC ® 0.60% o 2520 2520 ci 0 2515 2515 Z O km E N G I N E E R I N G U 6725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 0 PHONE(208)639-6939 3 EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG MENT kmengllp.com 2510 FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2510 DESIGN BY: MSD,JRW N Z DRAWN BY: JRW O N p M i.�j n N � o N ao Mo n r7, a CHECKED BY: MSD U N N C N DATE: 9-22-22 Lp N N N N N N N N N N N N N N N N N N PROJECT: 21-221 O o SHEET NO. 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 C5.4 O a Z SHEET NOTES AL A. SEE SHEET C1.1 FOR GENERAL NOTES. �Sg\O�jN�ypq �gfp91 B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. �__ • �' C. SEWER SERVICES SHALL BE STUBBED AT LEAST 15' 10821 BEYOND PROPERTY BOUNDARY. J, 10 4 22 0 D. SEWER MANHOLE SHALL BE 48" DIAMETER STANDARD �F 9TF \OPT MANHOLE TYPE A PER ISPWC STANDARD DRAWING GX OF STA: 11+46.47 O O \ \ m \ \ / SD-501. INSTALL MANHOLE FRAME AND COVER PER y SVC INV: 2524.83 S 1 £( ISPWC STANDARD DRAWING SD 507 AND MANHOLE COVER • • L: 47.3 NV: 2524.63 0 4 O s. I • PER ISPWC STANDARD DRAWING SD-508. C E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC STANDARD DRAWING SD-511A AND SD-512. MINIMUM w R • (�. COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. iw L: 46.4 STA: 13+89.39 �s 3 w � ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM � E 5.6 �V• STA: 13+33.09 INV: 2523.83 �� D-3034. SEWER SERVICES WITH LESS THAN 18" STA: 12+70.10 E ' VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE SSMH W-1 �0 °- � ' w INV: 2524.06 L: 47.1' / INV: 2524.37 o-\ \ L: 46.4' • j N C� LE PVC C900OF WATER CLASS PIPE FOR THE ENTIRE SVC L: 45.T � SVC j ` " ' ' '� LENGTH OF THE SERVICE. N R/4�-R/W R/w R/W, SSMH O-3 F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a R\ / rn ° S / �. n,/w R/ R/W R /W R/W ^ ° - ^ ^ • �w_�, �� - s� PIPE SLOPES0 ROMNINSIDET ACE OF MANHOLETO FACE \ R/W R/w o 0 �w .I w --w--w w OF MANHOLE. • - Mib SMH O-1 - ^ w- w 1--w _w--- � � Sd---- - G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SEE SEWER PLAN a x0� ------w- - 6 ^ SVC � 12�--w- � W.ARALIADR. - 5+00 ,�''D SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY SHEET C5.2 "/ Mob '`� K _ % EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR J4+00 S . TO INSTALLATION. SERVICE LENGTH AND INVERT ARE 13+10 S g Ste- " �,` -`� BASED ON SO CENTERLINE STATIONING TAKEN FROM STA: 11+45.45 1 • S S S-+� -�=- - s ° �.'Y �;�`' CENTERLINE OF SEWER ALIGNMENT. L: 29.7' SVC ._.__,_y- - ------ -, _ la ,�, vl ^ a - - • M/a M/a SSMH Q-2 SVC ��� Z STA: 11+83.18 M/a m/a M/a KEYNOTES O z ^, INV: 2524.65 M/a _ r \ L: 30.5' m a / m/a M/a SVC STA: 15+19.99 \ UTILITY MAIN/MAIN CROSSING N r MAINTAIN HORIZONTAL AND VERTICAL SEPARATION y / � SVC INV: 2523.51 A ^'� I w STA: 14+72.11 OF THE POTABLE WATER AND NON-POTABLE ~ / m� / 23 STA: 12+23.35� SVC STA: 14+22.11 INV: 2523.51 L: 34.2' \ ,� > STA: 13+77.12 \ PIPELINES SEWER, STORM DRAIN, IRRIGATION,INV: 2524.50 INV: 2523.71 \ � r ($' STA: 524.0 12 INV: 2523.89 L: 28.9' _ O u • � L: 30.8' STA: 12+57.07 STA: 12+97.12 INV: 2524.05 L 29.5' �� AMENITY, ETC.), PER CITY OF MERIDIAN ' \ ' INV: 2524.36 INV: 2524.21 �- REQUIREMENTS. SEE SEWER NOTE 2 AND WATER F L: 30.5' \ \' NOTE 2, SHEET CIA FOR MORE INFORMATION. UTILITY MAIN/SERVICE CROSSING /- MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 32 OF THE POTABLE WATER AND NON-POTABLE 31 © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), PER CITY OF MERIDIAN REQU'\� ....._Vr\ r 26 27 NOTE I3,MSHEET CEE S1FORR E MORE INFORMAT 3 AND ION. O / •,/ ' r CDINSTALL GREEN STANDARD SERVICE MARKER PER z ter, ISPWC STANDARD DRAWING SD-512. o O �• \� TF -�iri i l P, Id SEWER ALIGNMENT Q 11+00 TO 16+00 0 30 60 90 0 30 60 90 Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' (n O Z o+ fV Q 00 � O Z 2 Z o IW��11 0 W + z N 3 w v v m Q Co 0 z ro _ W 2535 _ .��� 00 N M a0� N O W 2535 0 Nz n N rn N CY+N N H 3+ N N N c6� N Z O = NZ 2 0 p�N N O+NN ..N_ O o,nn noz s> > U Lu U to F'ZZ Z = Nz 0 N �_> > (n C - J : > > F Z Z LU C p[ Q N N F,z z EXISTING GROUND W >CC LLJ W w 2530 2530 N `n FINISHED GROUND 12" STORM 8" WATER DRAIN MAIN CROSSING CROSSING 1.5' MIN 2525 2525 8 8" WATER MAIN PARALLEL 8" WATER MAIN CROSSING 55' of 8" PVC ® 0.40% 0 70' of 8" PVC ® 0.40% 2520 14 ' of 8" PVC ® 0.40% 2520 Z 0 E N G I N E E R I N G U 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 0 PHONE(208)639-6939 3 EXISTING GROUND CENTS LINE OF SEWER PIPE ALIGNMENT kmengllp.com 2515 FINISH GROUND CENTS LINE OF SEWER PIPE ALIGNMENT 2515 DESIGN BY: MSD,JRW N Z DRAWN BY: JRW O m 0) m m `0N N 0) CHECKED BY: MSD U O n o ON N N N NN nN N N DATE: 9-22-22 N N N N N N N N N N N N N N N N N N N N N Lr) N N N N PROJECT: 21-221 1..1� SHEET NO. LL 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 C5.5 Q a Z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL NOTES. �S\OtAA , B. STATIONING BASED ON SEWER ALIGNMENT CENTERLINE. V } C. BEYOND SEWER SPROPERTY BOUNDARY.ERVICES SHALL BE AT LEAST 15' 10821 p 10/4/22 0 y I I I D. MANHOLEATYPEL A PER L BE 48"ISPWC STANDARD E DRAWING STANDARD �FG7 TF OF �OP � O SD-501. INSTALL MANHOLE FRAME AND COVER PER 4'P. MCCP Q ISPWC STANDARD DRAWING SD-507 AND MANHOLE COVER Q F PER ISPWC STANDARD DRAWING SD-508. Q I FUTURE PRESCOTT RIDGE E. INSTALL STANDARD SEWER SERVICE LINES PER ISPWC 3,--_ i I O 8O O9 SUBDIVISION NO.4 STANDARD DRAWING SD-511A AND SD-512. MINIMUM •__ o / COVER AT ROW FOR SEWER SERVICE SHALL BE 6.5'. __/7/ ALL SEWER SERVICES SHALL BE 4" PVC SDR-35, ASTM "I D-3034. SEWER SERVICES WITH LESS THAN 18" VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE I I 4" PVC C900 WATER CLASS PIPE FOR THE ENTIRE LENGTH OF THE SERVICE. �C 5 STA: 16+71.29 STA: 17+11.29. M .g 1 7 INV: 2524.14 INV: 2524.33 F. SANITARY SEWER PIPE DIMENSION IN PROFILE VIEW IS a N FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. o 0 m STA: i 6+28.62 L: 28.5' L: 28.5' \ SEE INV: 2523.98 SVC PIPE SLOPE IS FROM INSIDE FACE OF MANHOLE TO FACE _`C OF MANHOLE. L: 28.5' SVC N� G. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER R/w /w R/w ' /w R/w SERVICES 5' BEYOND JOINT TRENCH EASEMENT. VERIFY ` .SSMH,Q-4 EXACT LOCATION OF SEWER SERVICES WITH OWNER PRIOR _ - _ TO INSTALLATION. SERVICE LENGTH AND INVERT ARE BASED ON SD-511A. STATIONING TAKEN FROM S�- S S S S CENTERLINE OF SEWER ALIGNMENT. 8 v) N.STATIC LINE AVE. KEYNOTES 0 z �< SSMH Q-3 � -m - —m n -n �+JY UTILITY MAIN/MAIN CROSSING 2i MAINTAIN HORIZONTAL AND VERTICAL SEPARATION Lu _ o OF THE POTABLE WATER AND NON-POTABLE t m/5 m/a m/ a a m/a - - - PIPELINES (SEWER, STORM DRAIN, IRRIGATION, O SVC 04 I AMENITY, ETC.), PER CITY OF MERIDIAN $VC SVC REQUIREMENTS. SEE SEWER NOTE 2 AND WATER • < ` STA: 15+80.50 NOTE 2, SHEET CIA FOR MORE INFORMATION. F o F INV: 2523.87 STA: 16+22.79 STA: 16+62.79 STA: 17+02.79I L: 449' INV: 2523.91 INV: 2524.10 INV: 2524.29 UTILITY MAIN CROSSING MAINTAIN HORIZONTAL RIZONTAL AND VERTICAL SEPARATION < L: 48.5' L: 48.5' L: 48.5 OF THE POTABLE WATER AND NON-POTABLE © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, e E F AMENITY, ETC.), PER CITY OF MERIDIAN o< ,V _ < REQUIREMENTS. SEE SEWER NOTE 3 AND WATER NOTE 3, SHEET CIA FOR MORE INFORMATION. o INSTALL GREEN STANDARD SERVICE MARKER PER CDZ < < 34 35 36 37 TI ISPWC STANDARD DRAWING SD-512. F � < �< SEWER ALIGNMENT Q 15+50 TO 17+50 0 30 60 90 0 30 60 90 Plan/Profile Scale:1"=30' Profile Vertical Scale:1"=3' (n O Z Ln fV Q 00 � O Z 2 z o Ln w 0 w + �_ w 3 N N N OC z \ F- 2535 m 2535 0 w O+NN _> > 0 Z M - N..� I I 5 ^ M) 'M N i N Z Z U Lu L V N C o;2 W C Q �/ _3S N- O L I� E> > I..0 CC LLI FINISHED GROUND EXISTING GROUND LLJ W 2530 2530 N `n SLEEVED 4" PRESSURE - IRRIGATION CROSSING PARALLEL 8" T WATER MAIN } 1.5' MIN 2525 2525 0 8" WATER MAIN CROSSING 170' of 8" PVG ® 0.40% 0 5' of " PVC ® 0.40% 2520 2520 Z 0 km E N G I N E E R I N G U 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 D 0 PHONE(208)639-6939 3 kmengllp.com EXISTING GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2515 FINISH GROUND CENTE LINE OF SEWER PIPE ALIG MENT 2515 DESIGN BY: MSD,JRW N Z DRAWN BY: JRW O N oq rn rn N v m M I CHECKED BY: SD m N M cd I N M N M DATE: 9-22-22 I N N N N N N N N N PROTECT: 21-221 o 0 o SHEET NO. ILL 15+50 16+00 16+50 17+00 17+50 !`5.G O a 1. V z SHEET NOTES A. SEE SHEET C1.1 FOR GENERAL AND WATER NOTES. SS�,$ C - B. SEE CITY OF MERIDIAN STANDARD DRAWINGS FOR WATER DETAILS. r� 10821 C. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL W � Q -I A` '� "• '� - � CHANGES OF DIRECTION PER CITY OF MERIDIAN m 10/4/22 0 REQUIREMENTS. 9TF 0�� c^ r 1 I G. �.� ��.�.�. _ 1 _ _ �8 ��`� ���� ��� D. WATER MAINS SHALL HAVE A MINIMUM OF 48" AND A 7N P. MCCP�'C ��W _ �� 1 2" BLOW OFF ASSEMBLY FOR - MAXIMUM OF 72" OF COVER DEPTH. SEE SEWER SHEETS BO GV FUTURE PRESCOTT RIDGE 1 7 D `�N�726654.02�RE 243587g 89SI0N PRO THROUGH C5.6 FOR PARALLEL WATER MAIN NO.4 PROFILES. � 1 s" MJ GATE VALVE SUBDIVISION E. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-806, AND ACHD REQUIREMENTS AS NEEDED. lb GV BO FUTURE�WAER MAAIN EXXTEEN IqqpN D ♦ 1 1-8" MJ GATE VA,k �� KEYNOTES N:726564.99, E:243624 4 UTILITY MAIN/MAIN CROSSING a GV TEE 1-8" FLG TEE ,�_ o MAINTAIN HORIZONTAL AND VERTICAL SEPARATION �I L ( 2-8" FLG X MJ GATE VALVE r OF THE POTABLE WATER AND NON-POTABLE N:726555.78, E:2435797.85 r I - -s PIPELINES (SEWER, STORM DRAIN, IRRIGATION, 73S 15 LF VC AMENITY, ETC. PER CITY OF MERIDIAN ' 6" P - -I A E ), _ , > . . ♦ . 37 REQUIREMENTS. SEE SEWER NOTE 2 AND WATER D E11 D � NOTE 2, SHEET CIA FOR MORE INFORMATION. -�� D J 2 s A - G . 8 v o �y� >� UTILITY MAIN/SERVICE CROSSING E11 D-�'� 36 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION �� OF THE POTABLE WATER AND NON POTABLE PIPELINE�• _ .'�. _ y. �� - �, 16 �� D A D m 35 © AMENITY�ETC� E STORM IRRIGATION, ), PER CITY OF MERIDIAN �0 E11 i - -8/jy i D D_v� EQS REQUIREMENTS. SEE EWE NOT 3 AND WAIL v1 \� .��� < N 1-8" MJ 45' ELBOW NOTE3, SHEET C1.ISFOR RMORE EINFORMATION. R \ / W W 15 - / �280 LF w, O !r N:726440.01 E:2436244,18 w �_ o FUTURE PRESCOTT RIDGE - 2 /APVC 6 PVC BO INSTALL BLOW OFF PER CITY OF MERIDIAN WATER - - . . - SUBDIVISION NO.3 STANDARD DRAWING W 3. � SPECIFICATIONS AND TAN D 641 54 1-BRMJ XDRMJN6�FLG MBTEE RgLlgp INSTALL 111.25' BEND (MJxMJ) AND THRUST BLOCK. N.72 L INDICATED. E 2 15 LF 6" PVC I 1 D wIA �s 5 wF . 25 LF 8" PVC E11 E11 6 _ W _ H 1 6" FLG X MJ GATEVALVE W SIZE S 22.5' ELBOW 5 58 E:2435675 -s W W _ w W w .. w .7 _� / F N: 726469 7, E• 2435900 82 1 � 1 8" MJ 11.25' ELBOW - - ----� D _ S�--- - - - 3 E 24362 (MJxMJ) AND THRUST BLOCK. s� INSTALL 225' BEND N726422 928 26.63 E22 QJk' ♦ s - _ 10 LF 8" PVC" " " SIZE AS INDICATED. _ .1-FIRE HYDRANT ASSEMBLY I (MJxMJ) AND THRUST BLOCK. INSTALL 45 BEND D 1 FIRE/HYDRANT ASSEMBLY FH ' _ ^_1 8" MJ X MJ 6" FLG TEE FH E45 1 8 FLG TEE SIZE AS INDICATED D ., / L 1-8" MJ X MJ 6" FLG TEEso 1 6" FLG X MJ GATE VALV I i " 2-8" FLG X MJ GATE VALVE h , 0 :/ O 1-6" FLG X MJ GATE VALVE O 27 N: 726415.74, E: 2436215.55 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN N:726348.60, E:2435624.83 21 26 I VC " -� .� N: 726413.02, E: 2435678.61 28 D -II FH STANDARD DRAWING W8. �. WSM �`� - 30 LF 8 PVC E (FLGxFLG). o r W a NOTED. \ 29 W V W x 20 �.= �d 30 1 8 MJ 45' ELBOW E45 TEE INSTALL TE .N 726398.68 E:2436189.25 � , NSTALLSSINGLE METER SERVICE CONNECTION 31 N.726 E.2435710.52 ---+ - - --T MERIDIAN STANDARD DRAWINGS 's 1-8" MJ 22.5' ELBOW E22 _� _ 32 PER CITY OF 6. _ .� .. W1 AND W3 e --- t y _ w "" %_ INS 27 18, CITY OF MERIDIAN STANDARD DRAWINGS W2 AND ALL DOUBLE METER SERVICE CONNECTION PER bb D cps 19 INSTALL GATE VALVE (MJxMJ). MJ 22.5* ELBOW � �� lr� _ - \� SIZE AND QUANTITY, AS NOTED. E E22 N:726252.05. :2435723.0 GV W q e o INSTALL 20' OF 3/8" MINIMUM THICKNESS STEEL 10 D QJV D '� _ I,l _ " � $TL SLEEVE CENTERED ON POTABLE / NONPOTABLE 0 A a� CROSSING PER CITY OF MERIDIAN STANDARD DRAWING SW1 AND SW2. _ _ - ♦ -�,, > 1 � REMOVE EXISTING BLOW OFF ASSEMBLY AND CONNECT TO EXISTING WATER MAIN. FH 1-FIRE HYDRANT ASSEMBLY 1-8" MJ X MJ 6" FLG TEE/ m 15 LF 6" PVC v 1-6" FLG X MJ GATE VALVE � r� try y: :� , - �• s� .,.N: 72616118 E: 243572238 z D _ { i s {)l� D -. 17 Q 15 IF 6' PVC ♦ z ,g' - � J Z P _ =I a FH 1-FIRE HYDRANT ASSEMBLY Q •r r_ - - d" � o J 1-8" MJ X MJ 6" FLG TEE �� 11 � /` l�� Z � _ _ d 1-6" FLG X MJ GATE VALVE _ • r % r v 726082.19, E 2435402.36 / . ° �_ ,9�f� _ W Q WLu Z 1 / W w 7 l _ w I> -1� VI tt� r 1-8" MJ 22.5' ELBOW ^oo ao j I' - _ 0 N:726004.07, E:2435337.12 I :D Q OF \r � 15 w a� "I E45 - _ W 'I CC W W G I� D �i Pi j �.ri� j Pi- 1 8' MJ 45' ELBOW'S _ � � `o N:725872.01 E:2435719.54 - 1 WSM l oo,. 1-FIRE HYDRANT ASSEMBLY OE22 'L FH 1-8" MJ X MJ 6" FLG TEE 1- MJ 22.5' ELBOW 1-6" FLG X MJ GATE VALVE N:725910.56, E:2435302.68 .I N: 725858.56, E: 2435705.90 3 I I d 50 LF 8" PVC O 1-8" MJ 45' ELBOW D 60 LF 8" PVC 15 LF 6" PVC E45 N:725845.75 E:2435692.91 45 LF 8" PVC 2 D c 200 LFF 68 PVCC -.. \ D o I 4 w W- w�-- w w T CON - - W.LADLE RAPIDS ST. - - - D o S S S S . . - Sf - - I g i II y D 0 D D Dol 1 1 I 8 GV TEE 1-8" FLG TEE 20 LF 8" PVC 12 •i { I 2-8" FLG X MJ GATE VALVE ' G al - N:725849.67, E:2435301.96 I� I I, O 1-FIRE HYDRANT ASSEMBLY q O 6 FH 7 9 h 1-8" MJ X MJ 6" FLG TEE O O ' 1-6" FLG X MJ GATE VALVE " N: 725849.19, E: 2435350.52 i 0 a �_. w L O E N G I N E E R I N G U r ,. � �} - �. 6725 NORTH DISCOVERY WAY - BOISE,IDAHO 83713 0 PHONE(208)639-6939 kmengllp.com 3 .. DESIGN BY: MSD,JRW DRAWN BY: JRW O CHECKED BY: MSD U DATE: 9-22-22 WATER IMPROVEMENT PLAN PROTECT 21-221 0 o SHEET NO. LL O 60 120 180 Plan Scale:1"=60' C6.1 a z