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HomeMy WebLinkAboutPublic Utility Plan Revised -2 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PJC FARMS LLC - - - SSMH 9 48-INCH - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ # ( ) _ _ _ _ _ _ _ r - - - - RIM:2530.15 SSMH 17 48-INCH EP -EP EP EP EP EP- EP EP EP EP EP EP t SO421315105 EP EF -EP EP EP EP EP EP EP EP EP RIM:2532.25 E� -EP - - ��`- E5 HOLDINGS LLC DEPTH:15.5' RYENN HOLDINGS LLC DEPTH:16.4' EARNEST d3 -EP EP EF -EP El SO421315205 7P EP EP EP -EP SEWER ALIGNMENT"A" EP INV IN:2514.76 8" (N) EP EP- -EP EP EP SO421315055 EP E INV IN:2515.96 8" (E) EP EP- SO421314900 EP Its REFER TO PP3.1 FOR PROFILE INV OUT:2514.66 8" (S) INV OUT:2515.86 8" (W) 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6 1 SSMH #8 (48-INCH) 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI F I F g g RIM:2530.28 BLOCK 1 t I y ---INV IN:25114.26 8" (E) BLOCK 2 I 0 50 100 150 rn 1 O2 3O O4 5O O6 O7 O8 O9 10 11 12 y INV IN:2514.26 8" (W) �4+00 y INV IN:2514.26 8" (N) O O O O O O O 10 11 I Plan Scale: 1" = 50' o I I y 197.5' of 8" PVC ® 1.73% 99.0' of 8" PVC @ 0.40% y INV OUT:2514.16 8" (S) N l l y °° , 00 N . fT� f .f . f f• f .f S •f • S •f • •f f• f f f SSMH #15 (48-INCH) -b ' RIM:2528.39IL DEPTH:8.2' _ 8..W 8..W g.. ...... 8.. 8"W 8"W 8"" 8..W B..W : B..W 8.. 8..... 8.. g•nn, 8'W 8'W 1+00 2+00 W FLAT ROCK ST. 3+00 4+00� 5+00 6+00 a N 8+00 9+00 10+00 1 1+00 12+00 13+00 INV IN:2520.51 4" (N) 3 IB"S I I -�"S 8'S °'" I I s"S 8"$ 8" a 81' 1-8"S 8"S I 8"S- I -8"S 8"S f�I �13' "S 8'S-L11 INV OUT:2520.18 8" (E) 7+00 400.0' of 8" PVC C�? 0.40% 389.6' of 8" PVC ® 0.40% 42.6' of 8" PVC ® 0.40% -- SSMH #7 (48-INCH) SSMH #14 (48-INCH) W "PI 4"PI ^�' • 4"P 4 I �q"pI SSMH #16 (48-INCH) ..pl ""PI- RIM:2530.57 4'PI SSMH #6 (48-INCH) - J y y y RIM:2529.54 4"P SSMH #12 (48-INCH) "P tl 4"PI 'P RIM:2533.03 4"PI z y - - - - - - - - - - N rn DEPTH:16.7' RIM:2531.01 - RIM:2532.21 y y rn t I y y MERIDIAN RESEARCH I SEWER ALIGNMENT"C" m = 398.9' of 8" PVC ® 0.60% y y 00 y y y pp SEW ER ALIGNMENT"C" _ DEPTH:8.1' 37 DEPTH:17.6'� D DEPTH:1 1.9 INV IN:2513.99 8" (N) w DEPTH:9.1' REFER TO PP3.2 FOR PROFILE INV IN:2525.25 4" (E) y •' I 15 y y PARK LLC I y I REFER TO PP3.2 FOR PROFILE M m y y y y w INV IN:2517.78 8" (W) m= INV OUT:2513.89 8" S + , INV IN:2513.56 8" E m = I s y y y D ( ) ( ) INV IN:2523.22 8" (E) D INV OUT:2524.92 8" (S) I O SO421336500 Q I m y BLOCK 6 INV OUT:2517.68 8" (E) m X o INV IN:2513.56 8" (W) INV OUT:2523.12 8" (W)� BLOCK 5 m .zDi y I� I y Lu a I O2 3O O4 5O O6 O7 Z O8 O9 10 11 y y y w 12 13 14 15 16 17 18 z 19 20 21 22 w = • INV OUT 2513 46 8" 8'(N(S) 40 41 w 42 w 43 44 45 z 46 47 y 48y +' y y y�y m 80.4' of 8" PVC @ 0.41% N O 38 39 y y y r R y I f: r I 16 y 11 W y� - - - - - - - - - - - - - C".: - y �c`y - -� 23 1 - - -� - - - - IF 8ly p0 cd I 76.3' of 8" PVC © 0.60% y WSSMH 10 48-INCH y y y y - - - 4- - - - D - - - - - - - y y - - - -� D - y y y ii # ( ) - - - - RIM:2528.99 N. T y W yLu 7.. ..�11. f. $•'• •f. �, ' S. �.W- .i• 6' •f n� �.. '• •I "I^ •• f��'� . " ~ f f. • , f .1 1 f y y 1 !� DEPTH:8.3' �1+00 �zs D 2+00 �• 3+00 24 4+00• f• 111I 5+'00 .f , f 6+00, . 7+00 , 8+OOr 9+00 f f10+00, f r' 11+00 f 12+00_ f f _ INV IN:2521.06 4" N S f f :SD f 12 SD' f �- f.. f 36 f f ( ) 8•S s1.' 1 �{ B..S f $.. f f >3� f "$ 'S s I 8.. °S 8.S 8rS 8' w w y J INV IN:2521.06 4" (S) y y y y y INV OUT:2520.73 8>, (E) -� - - - - - - - - - - - - x - - - - - - - - - - - - - D rn ` Ei y y y y y U m - O •`I, w y I SEWER ALIGNMENT"B" y w w + ip y y y SEWER ALIGNMENT"B"- 18 I Q 317.2' of 8" PVC @ 0.60% N 239.0' of 8" PVC ® 4.00% 272.5 of 8" PVC C�? 0.42% f y y EXISTING SSCO #29 I 3 yr- REFER TO PP3.1 FOR PROFILE 320.0' of 8' PVC 1.61% y y y y W REFER TO PP3.1 FOR PROFILE N a y 63.5' of 8" PVC @ 0.41% y y y RIM:2530.80 � y y f. :• •. y y �, DEPTH?0.6' i 47 46 45 44 43 42 41 40 39 38 37 y y 36 y 35 34 33 32 31 30 29 28 27 26 25y 35 34 I 33 I 32 31 30 29 y y y 28 y y 27 26 25 24 23 22 21 20 19 y y y INV OUT:2510.22 8" (S) I 4,- � y SSMH #11 (48-INCH) y y A y SEWER ALIGNMENT"A" y y y y y � RIM:2529.59 , REMOVE BLOW-OFF AND CONNECT y y y y w y 2 8 - - - - - - - - - - - - - - y y -EXISTING WATER-MAIN - - - - - -Lit- rri DEPTH 10 9' y y y y y y y REFER TO PP3 1 FOR PROFILE CONNECT TO EXISTING-------- fr�l eel eel sit sW INV IN:2518.8 - - "P1 s Pl- e - =sit s" -�» 13r - - "�r - - - "Pr - y „Py--��P y ' (W) n » n _0' y y y y n PRESSURE IRRIGATION SYSTEM N r _y_ INV OUT:2518.72 8" (E) °0 - - - - - - - - - - - - - - - - 347.0' of 8" PVC C� 0.42% - - - - - - - - REMOVE CLEANOUT AND ' . . 63.0' of 8" PVC @ 0.63%� m 347.0' of 8" PVC @ 0.43% lat CONNECT TO EXISTING SSMH #13 48-INCH) rn i _ CONNECT TO EXISTING - : F- ( ) 12' 12 W 12"W 12"W 12"Ww12"W z 12"W 12"W = 12"W 12"W 12"W 12"W- SEWER MAIN 12"W 12"W 12"W 12"W- Z-12'•'W 12"W 12"W RIM:2533.33 12"W 12"W 12"W 1wN 12 PRESSURE IRRIGATION SYSTEM : o_ W. WAVERTON DR. 61.5' of 8" PVC ® 0.41% ct w 5 8- -8 �� w' S » 8»s 8"s w i 5 INV IN'2524 46 8" .N 8 sm 5 „ „ „ „ „ o N w EXISTING SSMH #3 (60-INCH) EXISTING SSCO #5 1+00 °o EXISTING SSMH 4 60-INCH V) a O ( ) 4"PS 4"PS 4"PS 4'PS-LIJ W 4"PS 4"PS S 4"PS 4 p _ # ( ) 4"PS 4"PS 4"PS W w 4"PS 4"PS 4"PS- INV IN:2524.79 4" (S) 4"PS 4"PS 4"PIl w EXISTING SSMH #2 (60-INCH)- RIM:2531.52 RIM:2532.97 RIM:2533.09 0- o_ m INV OUT:2524.36 8" (W) _ Q RIM:2531.07 a z DEPTH:20.2' DEPTH:19.8' - z 64.2' of 8" PVC C�? 0.45% p o. Y DEPTH:20.2' 1 p V) DEPTH:21.3' f f. sue• INV IN:2511.40 8" (S) INV OUT:2513.20 8" (S) f INV IN:2512.95 8" (N) _ �n �- f f• N I00 � Q�" R - i - - - -r - - - -r - - - -r..- - - - - - INV IN:2509.82 8" (N) - - - - - - - - 4 - 1 INV IN:251 1.40 8" (E) INV IN:2512.95 8" (E) - - - - � �- - - - - - - - - - - - - - - - f g " SSMH #18 (48-INCH) INV IN:2509.82 8" (E) -INV OUT:2511.30 8" (W) INV IN:2512.95 8" (S) a' A m N INV OUT:2509.72 8" (S) E�_RIM:2534.57 L SSMH #28 (48-INCH) SSMH #20 (48-INCH) _ 10 DEPTH:17.1' ° RIM:2534.54 RIM:2536.24 INV OUT:2512.85 8" (W) °DEPTH:15.8' DEPTH:8.3' INV IN:2517.60 8" (E) E - 5 EP EP EARNEST FEINV IN:2517.60 8" (S) INV IN:2518.83 8" (N) FINV IN:2528.04 8" (E) SCHWENKFELDER EXISTING SSMH #1 (60-INCH) SO421314900 INV OUT:2517.50 8" (W) INV OUT:2518.73 8" (S) INV OUT:2527.94 8" (W) SO421428100 12"Gi 12"Gi 12"Gi 12"Gi 12"cl 12"Gi - RIM:2531.12 _ 11 DEPTH:-,.- N �� �" 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI SSMH #22 (48-INCH) SEWER ALIGNMENT"E"- � RIM:2539.97 INV IN:2509.43 8' (N) y 99.0' of 8" PVC ® 0.40% BLOCK 3 RIM:25DEPTH: 9. INV OUT:2509.33 8" (E) m BLOCK 2 REFER TO PP3.3 FOR PROFILE T 13 INV IN:2532.10 4" (NE) O 12 13 14 15 16 1 O2 O3 O4 O5 6O O7 O8 O9 10 11 12INV 14 0� y co N y INV OUT:2531.77 8" (W) W I f f co •• f 8 8"W 8.. 8.. _ �..... 12"W 12" 12"W 12..W ...V 12..W_ 12..W 1 ..... 12 12"W 12"W- 1 "W 14+00 15+00 16+00- N : 17+00 18+00 19+00 20+00 W FLAT ROCK ST. 21+00 22+00 23+00 I 24+00 �25+00 y y y w �� s"S 8"S 11+oo s"s 8"S 1 I 8'IS 8.. 1 I 8"S 1 a $"s I -a'sl 8"$ 8"S I RCS. = 155.4' of 8" PVC ® 0.41% 200.0' of 8" PVC ® 4.80% 1st 1+00 � � 269.8' of 8" PVC ® 0.60% (7 SSMH #21 (48-INCH) w y _ y CONNECT TO EXISTING WATER ' RIM:2538.67 -MAIN. INSTALL 12" TEE AND 12" 4 PI wf 4"P' 4"w SSMH #19 (48-INCH) 4"PI 4" I 4"PI• 4"•I "PI A 4 I 4"PI •4"PI "PI 4"PI 4"PI- - - y y y DEPTH:8.6' ^* y GATE VALVE. W ly ER AL 1, I ' I J Q RIM:2535.26 400.0' of 8" PVC 0 0.50% y y � y 00 INV IN:2530.15 8" (E) ^�J = 1 w 12 -� -13 12"w > SEW ALIGNMENT"C"- 13 I y = y DEPTH:17.0, 1 - INV OUT:2530.05 8" W O ' REFER TO PP3.2 FOR PROFILE f I z `" INV IN:2518.33 8" (N) z SEWER ALIGNMENT"C"- y y ( ) 21 y y y 16 y y o w O N p w REFER TO PP3.2 FOR PROFILE BLOCK 4 y -; w J y INV IN:2518.33 8" (E) C C Co L O O= Q O3 4 z INV OUT:2518.23 8" (W) O4 O5 O6 =Q O7 O8 O9 10 w 11 y y 12 13 14 15 16 17 18 19 20 SSMH #26 (48-INCH) y y 122.5' of 8" PVC ® 5.00% y bj W ' y y y l 12 I N w O O N y y y y RIM:2541.09 W y y SEWER ALIGNMENT"D"- FZZ$ M y = y y y y y y y y 17 DEPTH:8.7' y - I �, INV IN:2532.53 8" S REFER TO PP3.3 FOR PROFILE I N o - U y - D N - - - - - - - - - - - - - - - - - - - - - - - - - - W- � - -� - - - - - D- - - - - - - - - - - - - - r - INV IN:2532.86 4" (NE) y y• y 11 + Z y LLIy ,3 00 .8 4+00 • I " � �8,.�5+00 ! $..� s .N, .8.. �g'`W. B..N: f•�� ..W � ,.. .18 •i. f.� $„�, �,.� f V � INV OUT:2532.43 8" (W) z y y y y y y y y 5 f 6+00 .' 7+00. 8+00 f ° 9+00 f s f 10+00 f 1 1+00• f 12+00 f. •Y f 'v f f f .'! f f f 1 t f., S f 22 .f f f f S ' �' - �Ys I - - - 8.. - - - s'•S - 1 - - s - - s- - - - - -s':s - ' 'f s s - - s1's - 8' - : - - f - s"S• - f8' BLOCK 3 ' L y_I_y y w f D s D /a 18 U BLOCK e I A y l y < 5 10 ; .f. D r y D 454.6' of 8" PVC ® 1.26% SEWER ALIGNMENT"D" y y 390.0' of 8" PVC 0.49% 190.5' of 8" PVC 0.40% O Q 14 y 1 f y I: l REFER TO PP3.3 FOR PROFILE y y y y y y y y • f O8 O7 O6 41 I 40 I 39 38 37 36 35 34 33 y y y 32 i y 31 30 29 28 27 26 25 24 23 ui ` Ir- k, - ry y O9 y y REMOVE BLOW-OFF AND CONNECT y y y ' y y y f s•.w� INSTALL 10' WIDE CONCRETE TO EXISTING WATER MAIN y y y �� INSTALL 10' WIDE CONCRETE " y y y y y y y y y y y 15 3' of 8" PVC ® 0.60% y O MULTI-USE PATHWAY y u y MULTI-USE PATHWAY • y y Bµ FLL '1 "1 "1 6 P -6�Y �' ' P1- P� $'- fi`P- 8-PI �I BSI BSI_ _ I �� _ _ _ _ _ _ _ - _ _ _ _ = _._ _ � _ _ _ MR ipri _ _ y y y y y y J L SSMH 24 48-INCH �.� SEWER ALIGNMENT"D" y # ( ) �` y y y y y REFER TO PP3.3 FOR PROFILE - - . . . . . . . . . . . . . . . . w RIM:2537.83 y y y y 112"W " �12 W 12"W 12'V 12"W 12"W i 12"W 12" 12"W 12"W 12"W Z 5"W 2" -DEPTH:8.3' 12"W W12"W 1 "W 12"W 12' y CONNECT TO EXISTING W. WAVERTON DR. o- INV IN:2529.63 8" (E) w �. SSMH #23 (48-INCH) � w o > 12"ty ,, y y y y y y R145' PRESSURE IRRIGATION SYSTEM cn cn INV OUT:2529.53 8" (W) rn \ \ RIM:2535.45 cn 12' y y y y y y DEPTH: rr \y y y yRr y o1 W w SSMH #25 (48-INCH) w INV IN:2523.82 8" (E) >s< - 1st o 1st ��, a- z a RIM:2540.34 INV IN:2524.15 4" (S) o \ \y y y y y�2' COro - -: .�- - - ^- W, QR'/W R/`�L���BL ' u�' s w- �a fN� -,-13/W_Z - - T T'-.- � DEPTH:8.8 k \ \ y y y y I SSMH #27 (48-INCH) �. z- INV IN:2531.66 8" (E) \ y y RIM:2541.67 IINV OUT:2523.72 8" (N)'- -INV OUT 2531 - - - -_- ------ - r - - - - - - � - - � � --- - - - - - - - - - - - - - - - - -g- - - - - - - - - - .56 8" (W), \ \ y DEPTH:8.2' I' 1 INSTALL 10' WIDE CONCRETE ,� - (6 r^ �`\ '�iy y INV IN:2533.80 4" (S) rn 1 I II , `' MULTI-USE PATHWAY �l \ I � VINSTALL 10' WIDE CONCRETE � \\\�� y INV OUT:2533.47 8" (N) : MULTI-USE PATHWAY 7� F- PRELIMINARY ENGINEERING NOTES w X z x 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY \ Q� a , / O� VEOLIA. WATER MAINS WILL BE LOOPED THROUGHOUT AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN ® � � THE SUBDIVISION CONNECTING TO THE EXISTING WATER PHASE. \\ �r y y y �J j y y 'w w y y SIGHT DISTANCE EASEMENT MAINS IN N. POLLARD LN., W. WAVERTON DR., AND N. SCS INVESTMENTS LLC ` \ Q a Z °? U SILVER BIRCH AVE. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL \� y ``� y y y y y CONNECT TO EXISTING R7129170600 \ o `O Oy y y ^ Qy y PRESSURE IRRIGATION SYSTEM BE IN COMPLIANCE WITH THE STANDARD MERIDIAN \ 2 \ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CONSTRUCTION NOTES: DRAINAGE; SEWER; AND \P , \\ y 22of y y y CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY PRESSURE IRRIGATION. y y _ THE SANITARY SEWER MAINS CONSTRUCTED WITH THE N POLLARD SUBDIVISION No. 1 PROJECT. 9. CITY OF MERIDIAN SANITARY SEWER AND VEOLIA WATER a EASEMENT LOCATIONS SHALL BE DETERMINED DURING / / �21v ® = - _\ - _ - 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE THE FINAL PLAT DESIGN PHASE. Z PRELIMINARY AND SHALL BE DETERMINED WITH THE \ Z FINAL PLAT DESIGN PHASE. 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE \v/ 12"W 2" 12"W- EASEMENTS SHALL BE DETERMINED DURING THE FINAL g 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL PLAT DESIGN PHASE. O BE INSTALLED IN ACCORDANCE WITH THE IDAHO POLLARD NORTH SUBDIVISION LL o DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF 11. REFER TO SHEET PP3.4 FOR STREET SECTIONS. Z MERIDIAN REQUIREMENTS. 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS MERIDIAN, ID �c`�'SS\ONENSFLAdshk Z 5. ALL ALLEYS SHALL BE PRIVATELY OWNED AND SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN O w MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND PHASE. PRELMINARY ENGINEERING PLAN DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT 16860 z LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE If I TO ACHD. SEE THE PRELIMINARY STREET SECTIONS, DETERMINED DURING THE FINAL PLAT DESIGN PHASE. REVISIONS J� 12/23/2��o Q ENGINEERING 3 SHEET PP3.2. No. ITEM DATE qTF \OP �v a OF 5725 NORTH DISCOVERY WAY 83713 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 �</N C. Y, BOISE, 208)6DAHO 9-693 Q PHONE(208)639 6939 W COLLECTED AND ROUTED TO STORM FACILITIES THAT kmengllp.com z MEET ACHD'S AND THE CITY OF MERIDIAN'S 2 REVISED SEWER DESIGN 9/6/24 _ z REQUIREMENTS. THE PRIVATE AND PUBLIC STORM 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 o FACILITY TYPES, SIZES, AND LOCATIONS WILL BE U DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SHEET NO. J 7. THE PRESSURE IRRIGATION SYSTEM FOR THE PROJECT LLj SHALL CONNECT TO THE POLLARD SUBDIVISION No. 1 PP3.0 a PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED 2545 2545 U _Z 2540 (.00 Z w 2540 O �- �o - 00 O L- =O Lo Lo � °q L- O p J (n J .. N g rnrnrn N Op N O ��� O Z `� O w� Z (n00)^ N N N U M 20 Co O �� o .�`..�� O _ _ _ 2 O O O In In In N N 6) W In _Z L� Co 00 00 U O - 00 U O " " 00 =O .Zi M L� O L- 00 Z LL 00 00 00 O 00 UOp) NNNN H �i6) N I p �p �pLp ZW 0) L` � U 2535 2535 Z + = ZZZ C�cOn7: H 0o Ln0Z n I p rn � I O � � � ?� � � F-—N - - - O-Z +U-) _ D M�- 00 0) M-00 N N N �_ I 00 O VJ O XH� W ZZZ Z tnQ� � pj 0�� � � � ln N M� � r7 �ON � � � � r W(n� 0 - - - — W(~F2 Lc') CVM7NNN �OOON H ��OONN N — U) N — 2NN = ZZZ O +� : +� � D p)tDO � ln — — — 2 Z = Z_ Z_ Z_ p N F- LJ Z Z Z Z �Q� aLLJ > O> ( �� Ld > =�N = Z U NN0_ � Z Z NN0' OZZZ Z �Q W > > N~ W- - - - — _ ��� oZ Z 2530 2530 EXISTING GROUND 2525 2525 2520 2520 REMOVE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN 2 515 99.0' of 8" PVC 2 515 I 42.6' of 8" PVC @ 0.40% 80.4' of 8" PVC ® 0.41% 61.5' of 8" PVC ® 0.4r1%. EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2 510 63.5' of 8" PVC Q 0.41% 2 510 Co 0) to rM 00 M M r7 M vi OM N LO LO LO 0 LO N N N (V N N N 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER ALIGNMENT A 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2545 2545 2540 =o Z _6 w 2540 J 3 z LL - ao z o 00 J U =o �� I p °0 W N `. co J W UO - " 00 I LWi N - N EOM N N .. ZLL 000000 co N 7 r7�MO � � N -tLO N N O W " Co 10 cD cD LO M N +r7 N N +rM ao N ��: LL 00 �M N N =— O = Z =o Zm v Z Co U0LOLn V) NN- N LO NLn2ZZ = r)Ln � 2535 C) I N N � � vi � - �tj:pCi70 N � - - =�Nf- — p 2535 Z� M It c0 00 �MO � NL H = +u) Z o (nV 0_ pLj ZZ Z (nN0 OZ Z c�00 00 O NLO0) � LO 2rN = Z_ _ZZ O > > — 000, ��6) oN EXISTING GROUND =Q � » > > (Nn(~ny Z- Z - - - - - - - - - - - - - - - - - - - - — Oui O00M � � N +«72Z D (nNQ 0Z Z Z Z — - -Z*ko H =ItN — p - - - +Ln = ZZ o (n > - - - 2530 2530 =aN � » > (nU)E Z Z - - - - - - - - — - - - - - (n _ W — (n(n o- o z z z _ — 2525 272.5' of 8" PVC ® 0.42% 76.3' of 8" PVC ® 0.60% 317.2' of 8"2520 PVC @ 0.607 ® n A�% 2520 �c 39 0 0{ S P 320. 2 0 of 8" PVC 1.619; 2515 2515 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 m X a M0) _o o r� � � � � rn� co ao � r oo � � co 00 rn z a 6i � ro 06 6 O 66 6 6 O o O O O � N N N 0V N N N N N N N O N N r) n r7 n r7 to � � n r7 n n n n n � 3 Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln V) to 0 V) LC) In LC) u� u') u') 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 LL Ua Z 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 N SEWER ALIGNMENT B z 0 50 100 150 0 5 10 15 O Y U Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' g POLLARD NORTH SUBDIVISION LL O Z SC A L £HC MERIDIAN, ID �� ENSF Z PRELIMINARY SEWER PROFILES 16860 z Z REVISIONS s� 12/23/24�o E N G I N E E R I N G 3 NO. ITEM DATE qTF OF �v 5725 NORTH DISCOVERY WAY �� C. Y' BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 0 NOTE: 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. Lu DETERMINED WITH FINAL DESIGN. PP3. 1 2545 2545 wU = C) ..p 00 2540 _ 1 0 00 Co 2540 0 o ^� co 00 Ln Co ^.... M 10 o0 0 00,t r- 0 Un N ^ W O W 3: Z v 00 O 00 +P7 N N �N 6) �� 2ZZ DO ^v ZO _ Co Zb- c00oco �cO(V LO �Q� � >> > 2535 =o �. 00 00 0 000 �rnNto0 N ccoccoOf0ZZ z 0 0 00 000 ao cO 00 N N N 0 0 - - - — 2535 ZL� � r 'tN00- 4 4 4 _±N m Z — I u- 00 Nam. � �C'4 — N �Q - - - - 00 0 rn uo rn N 00 rn o `D u) LO EXISTING GROUND N w z z - - - 0 O 00 r7 N N N cn cn 0' 0 — — — — — — O p p N m N � N H +0 = Z Z Z = — — — — — - - - - - �OM(V N N +� 2 Z 0 2<DN ++►►11�� — — — — — — — — — — TpC6 � =ItNH — 0 �Q� O >> > > — — — — — 2530 +� 00 N (nH W > > (nN0_ 0 Z Z Z Z _ — — — — — — — — — 2530 =�N � Z 0 UnUn o- OZ Z - - - - V)V)w 0 Z Z — - - - - - - - - 2525 2525 2520 39---m of 8" PVC O 0.607 2520 155.4' of 8" PVC © 0.41 197,5' 389.6' of 8" PVC ® 0.40% of 8., PVC 2515 © l 73q 400.0' of 8" PVC ® 0.40% I 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 U? U? (D a0 O N Lq a0 rn M cD rn r) n p O P7 Lq � p N cD O cD O) 00 00 00 00 00 O) Di 0) 0) Di m O O O O � N N N N N n n � It u) N N NNN N N N N N M P7 P7 P7 P7 P7 P7 P7 P7 P7 P7 P7 P7 n P7 n Pr) P7 to M N N N N N N N N N N N N N N N N N N N N N N N (V N (V N N (V (V 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 SEWER ALIGNMENT C 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2550 2550 O ZZ r. =o ""_ Oo ^3 zL - - Co 2545 Z o 10 0 0 2545 u 00 Go TO Q M O ^� 00 N N N O p uia � NCO) N 0 U) N Zuj U 00 _^ OLn +P700NN H �p .Ziwie ZO 00 N"t10 'tpp (Du) N 2NN �Ln ZZ =O ff) N� = Z O (nH� W >> > Z L� Co 00 N O r +r7 00 N 0 (n N 0: 0 Z Z Z 2540 � M � O N' � to Cq � w > > — — — 2540 �Noeoao — `y+MOON EXISTING GROUND cncno- 0Z Z — — — — — — — — — — r, Lo � N =�N = Z 0 - - - +M � N (N H — - - - _ N = Z Z 0 N H W Z— Z - - - - - - - - N(nFE0 U) W > > > — — — — — — — — (n(n0_ 0 Z Z Z — — — — — — — 2535 - - - - - - - - - - 2535 269.8' of 8" PVC 0 2530 400.0' of 8" PVC @ 0.50% 2525 be 2525 Q�G k 0 0 16 2520 2520 I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 m X a M r7 cD 00 17 L0 00 Lf) O) N � I- O N L0 I, O) z a � p CO C 7 M 7 M M M O (6 06 06 00 O) O) O) O) o) O �"`� M P7 M P7 M P7 n M I`7 P'') n P P M 3 u7 L V) V) L0 LO V 0 u') 0 u) Ln LO un Ln un u) _ m N N N N N N N N N N N N N N N N N N N LL Ua Z 16+00 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 24+00 24+50 25+00 25+50 N SEWER ALIGNMENT C z 0 50 100 150 0 5 10 15 O Y U Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' g Or— POLLARD NORTH SUBDIVISION LL O Z SC A L £HC MERIDIAN, ID �� ENSF Z PRELIMINARY SEWER PROFILES 16860 z Z REVISIONS s� 12/23/24�o E N G I N E E R I N G 3 NO. ITEM DATE qTF OF �v 5725 NORTH DISCOVERY WAY �� C Y' BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 0 NOTE: 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. Lu DETERMINED WITH FINAL DESIGN. PP3.2 2550 2550 O Z J ^^ O �� Ld O ?i =O (/7 Z Z 00 . .� .�.� =o Z� I O r 00 ?� 00 It 00 00 I O n �rn 00 M to 2545 � � 00 ° 0 00 N r,� M 2545 "t� cD O 0) N CV V) N-' N 0 N VO �: O� M cDI�O� MM N + cp O 00 Lo NL 0 0 't W(n `� 000 M NO+� 1p =N� 2Z_ Z_ 0 �Q�_ uj 0_ > O> Vo �.`.� cD rn 2�D = Z O �Q� O_ > > > NN0' OZ Z_ 20 .Wiwi ZO CoC14 O. Co COM Cq O) l() �Q� a > > V)V)O_ 0 Z Z Z Z c0 I �` N^ `� 'n N EXISTING GROUND N N o Z Z — - 2540 I 0000 o 00O � � M "M °° N - - - - - - - - - - - - - - - - - - - - — 2540 Lq +� = Z — mO c0 0 r MM� r N N Z:(0 � — O - - - - - - OI--_ I, I, NN� � Lp � N NH� W > > _ (n U)0 O Z Z a0 o 4 r N LO N +� N N — — — — — — — — — — o M N N H = +N Z Z o — _±N m Z Z O U) W > > > - - - - - - - - - - - - - - - - (nH� W > > > (n(n0_ O Z Z Z _ _ 2535 cn cn w 0 Z Z Z — — — _ — 2535 156.3' of 8" PVC ® 0.60% 190.5' of 8" PVC © 0.40% 390.0' of 8" PVC ® 0.49% 2530 2530 454.6 of 8" PVC @ 1.26% 2525 2525 00% � 5. Q�c a 2520 100 °{ 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 c0 o M c0 o M M (D O) I- O M c0 O N (0 O M M P- 0) r r 0 L co co cD cD cD r n 00 06 00 o0 O O> O O O O O M M M M M M M M M � � M M PO M M M M M 't 't � � M M M M LO U M U-) 0 0 M 0 M V) M M M M V) In M 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 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SEWER ALIGNMENT D 0 50 100 150 0 5 10 15 Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2550 2550 2545 2545 ^ o ^^�- r. =o =oo Z " 00 z o 00 2540 00 0 N o 00 00 M ^ 2540 M M 00 00 00 OWN 00000 � 0Lo00 - M N00 �OV) w 0 0)In7 H _±N Z Z O m +N Z 0 �Q� W >> > mQ 0 2535 N N Of o Z Z Z N~F W Z Z 2535 EXISTING GROUND 2530 2530 2525 2525 2520 2520 99.0' of 8" PVC @ 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 m X ma z M I� t) n O t) M 3 M L N N LL Ua Z D 0+50 1+00 1+50 2+00 2+50 N SEWER ALIGNMENT E z 0 50 100 150 0 5 10 15 O Y U Profile Horizontal Scale: 1" = 50' Profile Vertical Scale: 1" = 5' g POLLARD NORTH SUBDIVISION LL O Z SC A L £HC MERIDIAN, ID �� ENSF Z PRELIMINARY SEWER PROFILES 16860 z Z REVISIONS s� 12/23/24�o E N G I N E E R I N G 3 NO. ITEM DATE qTF OF �v 5725 NORTH DISCOVERY WAY �� C K�NS BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 F 2 REVISED SEWER DESIGN 9/6/24 kmengllp.com z z 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 0 NOTE: 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND J ELEVATIONS OF THE STRUCTURES AND PIPES SHALL BE SHEET NO. Lu DETERMINED WITH FINAL DESIGN. PP3.3 6.5' ACHD 6.5' ACHD SIDEWALK 63' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 5.5' 18' TBC-CL 18' CL-TBC 5.5' 2' 10' MULTI-USE PATHWAY 8' PLANTER 7.5' 10' 10' 7.5' 8' PLANTER 10' MULTI-USE PATHWAY 2' 3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE 20' PL-PL SLOPE TO EXISTING \ \\/\\/ \\ \\ \ \ 1 LANDING, r' //��/\\/\\/\\/\\/\\/\\/ /\\/\\/ \\\\\\\\\\\\\\\ \\\\\\\\\\\ \'\ TYP. \ /\\�\\\\%\\\\\\ \ \\ \\ \\ \\\\\\\\\ \\\\\\\\\\\\\\\ \ \\\\\\\ \\ \\ \ \\\\\\ 1' LANDING, 6" VERTICAL CURB ASPHALT PAVEMENT TYP AND GUTTER, TYP. EXISTING STREET /4"-MINUS CRUSHED AGGREGATE BASE CONCRETE SECTION 3 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE STREET SECTION A ( PRIVATE ALL STREET SECTION E (COLLECTOR) SCALE: NTS SCALE: NTS 1.5' ACHD 1.5' ACHD 4 PERMANENT ESIDEWALK ASEMENT 54' RIGHT-OF-WAY SIDEWALK 50' RIGHT-OF-WAY ACHD SIDEWALK 0.5' 11' TBC-CL 16' CL-TBC 0.5' EASEMENT EASEMENT 5' SIDEWALK 8' PLANTER 91 9' 6.5 8' PLANTER 5' SIDEWALK 3 2 3:1 MAX. THRU LANE THRU LANE PARK LANE 27' 20' CL-TBC 5' SIDEWALK SLOPE TO EXISTING VARIES 2% 1' LANDING, \ \/\\/\%\\\�\\\ \\ \\\\\\\\ \\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\/ \/\//\//\/ \ \ \ \ \ _7/7 TYP. / i/�i/�i./�i./�/. /./�/�� \/\\/\\ \/�\/�\/�\/�\//�//. 6>' VERTICAL CURB \\//\\/�\\/\ /\\\/\\\/\\\/\ 3" ROLLED CURB ASPHALT PAVEMENT AND GUTTER, TYP. \\\\�\ AND GUTTER, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE EXISTING PAVEMENT SECTION COMPACTED SUBGRADE 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE COMPACTED SUBGRADE STREET SECTION B ( LOCAL) STREET SECTION F ( INDUSTRIAL) SCALE: NTS SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' 5' SIDEWALK 8' PLANTER 7 9 91 6.67 8' PLANTER 5' SIDEWALK 3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE SLOPE TO EXISTING // / \\/\//\//\//\ // 1' LANDING, \\�\\\ TYP. \ �\ �\ �\ � �\/�\ �\�\\\�\\\\\ � 3' ROLLED CURB 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. AND GUTTER, TYP. 3/4"—MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT—RUN SUBBASE STREET SECTION C ( LOCAL) SCALE: NTS 1.5' ACHD 1.5' ACHD SIDEWALK 60' RIGHT-OF-WAY SIDEWALK EASEMENT EASEMENT 0 0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' d m 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE THRU LANE THRU LANE PARK LANE 8' PLANTER 5' SIDEWALK M SLOPE TO z EXISTING 3 m H U \ N TYP. i/� / 0 1' LANDING, 6" VERTICAL CURB ASPHALT PAVEMENT z g AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE O Y COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE U Z a STREET SECTION D LOCAL ar- POLLARD NORTH SUBDIVISION �pNAL £H O Z ( ) Z SCALE: NTS MERIDIAN, ID ENSF ti ~O w PRELIMINARY STREET SECTIONS 16860 Z REVISIONS s� 12/23/24�o E N G I N E E R I N G 3 NO. ITEM DATE OF ��P �v 5725 NORTH DISCOVERY WAY C K�NS BOISE, IDAHO 83713 1 ADDED PEDESTRIAN CROSSINGS AND REVISED UTILITIES 7/25/24 PHONE(208)639-6939 z llp.com t NOTE: 2 REVISED SEWER DESIGN 9/6/24 kmeng _ z STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED 3 CLIENT COMMENTS 9/11/24 DATE: DECEMBER 2024 o AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING REPORT AND ACHD'S REQUIREMENTS. 4 REVISED PLAT AND SITE LAYOUT PER CLIENT COMMENTS 12/23/24 PROJECT: 24-031 SHEET NO. J W M PP3.4