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HomeMy WebLinkAboutPre-Plat WILLOW BRIDGE LLC I I I J &J HESS LLC PRELIMINARY PLAT SHOWING 3500 N. McDERMOTT ROAD W. USTICK ROAD McUSTICK SUBDIVISION SO433336125 I SO433346600 (RUT) (RUT) A PARCEL OF LAND SITUATED IN A PORTION OF I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE S1/2 OF THE SW1/4 SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CALC'D POINT \` � SKY PILOT DRAIN ADA COUNTY, IDAHO � FOUND 1/2-INCH REBAR CALC'D POINT D E C E M B E R, 2025 N894010W 351 .32 _ _ a 205' 142' 35' PROJECT SUMMARY Q — — CALC'D POINT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - — SITE DATA N - - - - - - - - - - - �- — Co ` PARCEL NUMBER: SO433346925 \ PROPERTY ADDRESS: 5900 W. USTICK ROAD O I CITY/STATE/ZIP: MERIDIAN, IDAHO 83646 - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING ZONING: RUT (RURAL URBAN TRANSITION) — — — — — — — — — — — — _ _ _ _ — — — — — — _ PROPOSED ZONING: C-C (COMMUNITY BUSINESS DISTRICT) - - - - - - w s - - - - - - - - - - - - - - - - - - - - - - PROJECT TOTAL: 32 LOTS f161.65 ACRES U — — — — — — — — — — — _ � H Z R"9//j� � w � RIGHT-OF-WAY DEDICATION: - f9.69 ACRES \ bi w z z _ \ I N w o DEVELOPABLE LOTS: 14 LOTS ±23.73 ACRES I � \ Z 1` = w I N W DIMENSIONAL STANDARDS IN THE COMMERCIAL DISTRICT (PER TABLE 1 1-26-3) cn N w w s N W w \ FOUND 5/8-INCH REBAR ,�;o FRONT SETBACK: 0' vNi `� \ Z REAR SETBACK: 0' w L a ` \< INTERIOR SIDE SETBACK: 0' 0 N z o \\ � \ STREET LANDSCAPE BUFFER a l o �0 0 I `\ z a COLLECTOR: 20' LOCAL: 10' z \ ARTERIAL: 25' 38.5 \\ ENTRYWAY CORRIDOR: 35' - \ INTERSTATE: 50' \ LANDSCAPE BUFFER TO RESIDENTIAL USES: 25' 35 EXISTING RIGHT—OF—WAY ` MAXIMUM BUILDING HEIGHT" 50' ° \ 3.5' PROPOSED WILD LLC I I s RIGHT—OF—WAY DEDICATION \`\ PRELIMINARY PLAT NOTES S 6110 W. USTICK ROAD I I 30' \\ 1. FUTURE DEVELOPMENT SHALL BE CONSISTENT WITH THE MINIMUM DIMENSIONAL SO433336305 \ STANDARDS LISTED IN UDC 1 1-26-3 FOR THE CURRENT ZONING DISTRICT. (RUT) 2. FRONT, REAR, AND SIDE YARD EASEMENT LOCATION AND WIDTHS TO BE DETERMINED s WITH FINAL PLAT. OR o I 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY 00 ornI �� M ca APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. ao I I w J &J HESS LLC 4. IRRIGATION WATER IS SUPPLIED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE M � rn W. USTICK ROAD WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL w LOT 1 LOT 2 LOT 3 LOT 4 � 00 SO433346600 BE PROVIDED AND MEET CITY OF MERIDIAN REQUIREMENTS. w 69,414 SF 42,595 SF 17,060 SF 21,547 SF N (RUT) 5. THIS DEVELOPMENT RECOGNIZES 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, o WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION N N BLOCK 1 I Z THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED o 13 o CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT s ZI z I HAS BEEN IN OPERATION FOR MORE ONE ) YEAR, H Tl BEGAN THE OPERATION,ACILITY OR E PANSIONN WAS NOT A NUISANCEAT THE TIME I WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN cn AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." z z 6. DIRECT LOT ACCESS TO USTICK ROAD AND McDERMOTT BYPASS IS PROHIBITED. w z rn w I ' I Z0 s I � a_ ° I s o 15.5' INGRESS/EGRESS Z � w EASEMENT BY SEPARATE INSTRUMENT _ N I r0 a I Q o Q Q U) 1 0 30 60 90 2 ?� \ w 0 00 2 w Plan Scale: 1" = 30' m I s� cn gin _ o _ \ \ N N a N I VICINITY MAP w — — — — — — — — — — — — — — — — - - - - - - - - - - NOT TO SCALE L'R/W - - - - - - - - - - ° ° - - -R W 204- - - - - - - -- - — — I R/W / - /�� K/W R/W --�;R/W—R/W—R/W— R/w R/W ° R w B/yV- - R R w1 R yy 68' FOUND 1/2—INCH REBAR } s - - - - - - - - - N89°19'00"W 445.00' ° / — — — �— / R K�W _ _ _ _ _ _ _ — — — — — — 3 W.BECKY DRIVE 'f ° FOUND ALUMINUM CAP R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W R/W R/W SOUTHWEST CORNER19 SECTION 33 32 J33 N _ Q _ _ _ _ } PROJECT _ _ _ m 5 4 T.3N.,R.1w. N89°19'00"W 1319.12' — — — — — — — — — — — LOCATION FOUND ALUMINUM CAP USTICK ROAD S89°19'00"E 448.50' USTICK ROAD WEST 1/16 CORNER SECTION 33 & 4 MFRE RIVER JORDAN MINK MFRE RIVER JORDAN MINK W 0 RANCH NORTH SLLC RANCH NORTH SLLC W. USTICK ROAD 6001 W. USTICK ROAD z R( S1204212920 S1204212910 W.USTICKROAD 0 (RUT) (RUT) d N UTI LITI ES P ROJ ECT TEAM m LL CURVE TABLE UTILITIES PROPERTY OWNER Fli, WATER: CITY OF MERIDIAN - CURVE RADIUS LENGTH DELTA CHORD BRG CHORD SEWER: CITY OF MERIDIAN NAME: CORY THACKER N.McDERMOTT BYPASS 3 POWER: IDAHO POWER ADDRESS: 5900 W. USTICK ROAD C1 220.00' 100.55' 26'11'15" N76°34'27"W 99.68' NATURAL GAS: INTERMOUNTAIN GAS CO. CITY/STATE/ZIP: MERIDIAN, IDAHO 83646 TELEPHONE: CENTURYLINK ti FIRE PROTECTION: CITY OF MERIDIAN DEVELOPER POLICE PROTECTION: CITY OF MERIDIAN SANITATION: REPUBLIC SERVICES NAME: HAWKINS COMPANY LLC Q CONTACT: BRONSON GRANGE a ADDRESS: 855 W. BROAD STREET, SUITE 300 D = SURVEY CONTROL NOTES CITY/STATE/ZIP: BOISE, IDAHO 83702 0 PHONE: 208.908.5529 MCUSTICK SUBDIVISION 0 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE EMAIL: bgrange®hcollc.com ZONAL COORDINATE SYSTEM (IDAHO WEST 1 103) AND NAVD 88 T ENGINEERING MERIDIAN, IDAHO o 01SE �' o VERTICAL DATUM. a NAME: KM ENGINEERING, LLP. COVER SHEET CONTACT: KELLY KEHRER, P.E., P.L.S. 11 0 licnn LEGEND ADDRESS: 5725 N. DISCOVERY WAY REVISIONS 'x CITY/STATE/ZIP: BOISE, IDAHO 83713 ?, �Q E N G I N E E R I N G 3 — — BOUNDARY LINE PHONE: 208.639.6939 L' 1 z — — ADJACENT BOUNDARY LINE LPK WAY 5725 NORTH DISCOVERY EMAIL: kelly@kmengllp.com NO. ITEM DATE BOISE, IDAHO VERY w — ROADWAY CENTERLINE LANDSCAPE ARCHITECT PHONE kmegll n 639 6939 E — — — SECTION LINE NAME: KM ENGINEERING, LLP. 12/15/25 gllp.com a R/W R/W RIGHT OF WAY CONTACT: ALYSSA YENSEN, PLA DATE: 12/15/25 ADDRESS: 5725 N. DISCOVERY WAY PROJECT: 25-106 PROPOSED LOT LINE CITY/STATE/ZIP: BOISE, IDAHO 83713 0 PHONE: 208.639.6939 SHEET NO. N EMAIL: ayensen®kmengllp.com P P 1. N d / III 1i11 uII I I II rn II � o WILLOW BRIDGE LLC I I I J &J HESS LLC 3500 N. McDERMOTT ROAD I I W. USTICK ROAD SO433336125 \ I I _ SO433346600 (RUT) I (RUT) TOE TOE TOE TOE TOE TOE TOE TOE \— — — — T TOE TOE EG— TOP� oq —T of TOE I \ I \ Ep T ED ED EDP EDpP €DTOP €D TOP €p TOP €D TOP ED TOP ED TOP €D TOP€D TOP€D TOPD TOP TOP E r°£\ / \ / ED \ Ep�TOP E �- ED� o ED — ED ED ED ED ED ED ED ED ED E ED - ED Ep ED ED TOP_ P TOF\ \ TOP - TOP TOP TOP TOP TOP TOP TOP OP TOP TOP TOP �ED— £D TO q CALC'D POINT TOP_ -� ED ��r ro SKY PILOT DRAIN TOP Top ED £D op e \ 1 FOUND 1/2-INCH REBAR 2 CALC'D POINT � £D\ \ r_o \ F\ r F \ "LS 4347" p \\ \\ 48"pi 48"ci 48"ci 4 'c � _ _ _ _ N89°40'10"W 351 .32' 2 p° f� Cl T pp\ \FO \ \ T P Z�_ZTOP TOP T P TOP TOP TppCALC'D POINTTOP TOP�— TOP A r° � °P O I rn v J TOP _r / -,Irk ���0 W TEA F\FO in h N / \ \ / rn FOUND 5/8-INCH REBAR rn Qom : 3 1 T \ I /l o_� � \ I 1 _z o_ \ \ T° oz 3 rn / � g — r \ T I g 9 7 / a 7 \ + rn rn 35' EXISTING RIGHT—OF—WAY / s 0 / \ WILD LLC J 5s 6110 W. USTICK ROAD SO433336305 / I � o \ \ 3 P (RUT) 6 � a x\ I J R I sS to a 8 Q 9 I I rn � S M S�� rn T °/ �I w / J &J H ESS LLC -° / -✓y/� W. USTICK ROAD KEYNOTES (TYPICAL) 00 rn SO433346600 1. REMOVE EXISTING FENCE. rn (RUT) I 1 6 N 2. IRRIGATION SKY PILOT DRAIN TO BE RELOCATED AND WILL EITHER BE rn I l am I I o PIPED OR REMAIN OPEN PER PRELIMINARY ENGINEERING PLANS. I _u I-0 1 X I 1 X I Z 3. EXISTING ASPHALT DRIVEWAY TO BE REMOVED. c I Z I I 1 4. REMOVE AND RELOCATE OVERHEAD POWER. COORDINATE WORK WITH � � IDAHO POWER m 1 i 5. REMOVE GRAVITY IRRIGATION PIPE. l�h I I 6. ALL TREES SHOWN ON PROPERTY TO BE REMOVED. 7. EXISTING STRUCTURE TO BE REMOVED AND DISPOSED OF OFFSITE PER rn lI I I I 9 1 STATE STANDARDS AND REGULATIONS. 8. EXISTING WELL AND SEPTIC SYSTEM TO BE REMOVED OR ABANDONED 1 / PER CITY OF MERIDIAN AND DEQ STANDARDS. 9. REMOVE EXISTING UNDERGROUND POWER LINE AND TELEPHONE LINE. IlI I I \ UNDERGROUND POWER EASEMENT TO BE VACATED. rn lol \ i I / 10. EXISTING GAS MAIN. PROTECT IN PLACE. 11. EXISTING WATER MAIN. PROTECT IN PLACE. II LEGEND X LINE O 6 \ I I ABOUNDARY ADJACENT PROPERTY LINE EASEMENT LINE 1 / 0 l �o I 1 i WATER LINE (SIZE AS NOTED) 1 a Q I 1 wu SANITARY SEWER LINE (SIZE AS NOTED) Z I ;I ll 0 LL / 1 a X STORM DRAIN LINE (SIZE AS NOTED) w o I OUND 1/2-INCH REBAR Irnof 5 I I GRAVITY IRRIGATION LINE (SIZE AS NOTED) \I ;n 2 1 4 - - PRESSURE IRRIGATION LINE (SIZE AS NOTED) 1 N �' X X �\ X x x x _ x x X EDGE OF PAVEMENT FOUND ALUMINUM CAP OP—OP o R - EP F ,,,, / w Fc oP Rrw o Rid oP w1 oP OP W �r/w— �N o SOUTHWEST CORNER w I �P� FP FP F �P = e� €� �r DITCH REMOVAL SECTION 33 _ w - - - - - - 10 - - W - 11 - W - - -W w G - - - - �o�-z- G- - G w _77 o �� Ec�= °P "" / _ _ 0 WO W 0 W w �� D4 WATER VALVE 32 33 - - s oe FIRE HYDRANT m TAN.,RAW. �� � � �0 a 5 4T.3N.,R.1W. 11 ® IRR WATER METER N89°19'00 W 1319.12 -" � L _ _ M1N _ - - S890 19'00"E 448.50' a �Q IRRIGATION VALVE _ - - _ FOUND ALUMINUM CAP USTICK ROAD USTICK ROAD - \� - - - - - - - - � O IRRIGATION MANHOLE o WEST 1/16 CORNER - � � - - - - - - - - - - - - - - - I SECTION 33 & 4 _ EP EP EP—- F - - P EP EP EP EP- OS SEWER MANHOLE EF tP EP EP E E EP EP EP EP EP EP EP EP EP EP O SEWER CLEAN-OUT T T T T T T�T}- T�—T T T T T T T T T T T T T T T T / T T T SSW N T T T 0 SAND & GREASE TRAP N a MFRE RIVER JORDAN MINK MFRE RIVER JORDAN MINK ° ® CURB INLET RANCH NORTH SLLC RANCH NORTH SLLC a o W W. USTICK ROAD 6001 W. USTICK ROAD �D STORM MANHOLE S1204212920 S1204212910 LIGHT POLE (RUT) (RUT) ° a 0 MCUSTICK SUBDIVISION aZpNAL X MERIDIAN, IDAHO 19TER�j�c� g 4 DP 0 30 60 90 EXISTING CONDITIONS 11 0 Plan Scale: 1" = 30' REVISIONS E N G I N E E R I N G 3 NO. ITEM DATE � OF 1 5725 NORTH DISCOVERY WAY z LP K4` BOISE, IDAHO 83713 PHONE(208)639-6939 w CURVE TABLE 12/15/25 kmengllp.com w DATE: 12/15/25 CURVE RADIUS LENGTH DELTA CHORD BRG CHORD PROJECT: 25-106 C1 220.00' 100.55' 26`11'15" N76`34'27"W 99.68' SHEET NO. PP10 N ° d m I v m I T°F�� °O - - - TO _ coy TOE d� - - - - - - - -T � F_ -TOE- - - TOE- - - TOE- - -TOE TOE TOE - - -TOE TOE �O T9E TOE 70E- o TOE TOP�TOP�TOP-TOP -TOE -ED�ED ED Ep TOP TOP TOP TOP TOP TOP TO TOP T \ �p ED ED ED ED ED ED ED ED ED ED ED EbOP- TOf\\ ED OP TOP ED ED ED ED ED ED ED ED ED ED EPj ED ED ED ED p TOP_ TOF TOP TOP TOP TOP TOP TOP ED ED D Fp Top \ TOP TOP TOP TOP O!' TOP TOP TOP TOP T 2 5 SKY PILOT DRAIN �roP Top ED -D T\\ °F\ \ S ° Tppf\\ FO\ Tpp \ 48"GI 48"GI 48"GI 'GI° Top 5 \FO Tpp 1 1 \Fp F° \\ (n EG EG EG EG EG EG EG EG 0 Tp\ TOp TO\ dto I p F \ jOP` - TOP TOP TOP TOF- TOP TOP TOP TOP TOP TO��TOP TOP \FO FO \ } 8"W- -'- --�r�8„W 8„W 8„W 8„W 8„W 8„W 8"W 8'W TOP \ m TO -TOP TO\ TOp TOF.\ EG EG EG EG EG EG EG TOP Tpp cr_ ° \ TO \ T°p \OA W FO FO\ -0U 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOp T°- - - - - - - - - - - - - - - - - _ 48" SSMH # _ p\ z 10 RIM:2533.47 I \0 IN, 3 A STA:5+08.35 T° 00 DEPTH:18.0' \ A PRELIMINARY ENGINEERING NOTES 8" INV OUT:2515.50 8" (S) w \ m N w \ \T IN, DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE 0. EXISTING WATER MAINS IN USTICK ROAD AND McDERMOTT BYPASS. PI PI \ \T \ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROJECT WILL BE SERVED BY THE FUTURE PROPOSED SANITARY SEWER MAIN IN °o I \ °p\ USTICK RD. a I w w SKY PILOT DRAIN EASEMENT \ _u N s I I \\\ Tp„ 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND SHALL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. \ \ 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF '00 \\ T� MERIDIAN REQUIREMENTS. 3 38.5' w w N"1-1 5. USTICK ROAD AND McDERMOTT BYPASS SHALL BE PUBLIC STREETS OWNED AND MAINTAINED BY ACHD. ALL OTHER ALLEYS AND STREETS SHALL BE PRIVATELY _ \ OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. \ ° 18.5' ° r 3 I \\ 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND STREETS SHALL BE COLLECTED AND ROUTED TO STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF I w w I \ MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED WITH THE FINAL PLAT DESIGN -0 •s ,° I \\ PHASE. 3 m° 7 \ -a 7. THE PROPOSED PRESSURE IRRIGATION SYSTEM SHOWN IS PRELIMINARY AND WILL BE DETERMINED WITH THE FINAL PLAT DESIGN PHASE. 3 w coo °° w 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: DRAINAGE, SEWER, WATER, s o AND PRESSURE IRRIGATION. N I © I 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. > CL °` I W : 00 W 10. PUBLIC UTILITIES, PRESSURE IRRIGATION, AND DRAINAGE EASEMENTS SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN PHASE. 'u 00 s 11. THE PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL DESIGN. Q o N w o 3 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS SHALL BE DETERMINED DURING FINAL DESIGN. Z w 00 -0 I J I 13. FIRE HYDRANTS AND STREET LIGHT LOCATIONS SHALL BE DETERMINED DURING THE FINAL DESIGN PHASE. N aI u � � w I 3 w w I °° KEYNOTES (TYPICAL) 7 SEE PROFILE SHEET PP4.1 I 1. CONNECT TO EXISTING WATER SYSTEM. I 3 3 2. STUB WATER MAIN FOR FUTURE EXTENSION. co 3. CONNECT TO EXISTING SEWER SYSTEM. 10 48" SSMH #1 SEE PROFILE SHEET PP4.1 I 4. STUB SEWER MAIN FOR FUTURE EXTENSION. RIM:2535.04 5. SKY PILOT DRAIN DITCH TO BE PIPED. A STA:1+91.50 m FT 6 B STA:1+00.00 6. USTICK ROAD FRONTAGE IMPROVEMENTS TO COMPLETED BY ACHD AS PART OF USTICK ROAD WIDENING PROJECT PRIOR TO CONSTRUCTION OF SITE. S ` °° + DEPTH:21.5' 7. McDERMOT ROAD IMPROVEMENTS TO BE COMPLETED WITH PROJECT. SEE SECTION DETAIL THIS SHEET. r�c� 8" INV IN:2513.60 8" (W) 10 3 • s � 8" INV IN:2513.60 8" (E) 8. SEWER DOES NOT CURRENTLY EXIST. SEWER MAIN IS A PLANNED PROJECT TO BE COMPLETED IN 2026 AS PART OF A TOLL BROTHERS SUBDIVISION. m N � 2+00 8" INV OUT:2513.50 8" (S) I 9. WATER MAIN STUB DOES NOT CURRENTLY EXIST. WATER MAIN STUB IS PLANNED TO BE PROVIDED BY CITY OF MERIDIAN WATER PROJECT TO BE COMPLETED s EG EG EG EG EG EG EG EG EG El EG 2 IN 2026. 71 9 ° I `�� $ W 8 w 8 w $W $W 8 W 8"w s"w $"W s"w 8"W 10. 20 FT WIDE GRAVEL ACCESS ROAD PER MERIDIAN STANDARDS. N 9°' 72.85' of 8" PVC 0 0.41 Q 3 48" SSMH #2 1 0 SEWER LINE B 2 00 �� �\ 11. PROPOSED PRESSURE IRRIGATION WET WELL AND PUMP. RIM:2535.19 " " „ !„ SEWER LINE B 4 >_ I N ° A STA:2+68.35�- SEWER LINE A -EG EC. EG EG EG- �^ �^ o0 m rl s • s DEPTH: 90 qQ1 197.58' of 8" PVC 0 0.40%�0-1 O� 8" INV IN:2514.00 8" (N) 48" SSMH #4 " 13.56' of 8" PVC 0 0.52% 8" INV OUT:2513.90 8" E B STA:3+01.58 p ( ) I RIM:2535.63 N ' I` • s `° 6 3 z I DEPTH:21.2' w 8" INV OUT:2514.40 8" (W) 1° • ° ui RIW s ,9/w�_•R/w` `R/w°1 ° R/vw� �R�w R/w ° Rjip° °R/�o�° ` R ° R � 6 38.5' RIGHT-OF-WAY m Z a1< s s S ° R/W ° R R/W R/W R/W R/W N 1 s • ° °s ° 5' PLANTER 5' PLANTER 18.5' CL-TBC 10' SIDEWALK FUTURE PROPOSED SEWER STUB 'a0 Wwww EXISTING SECTION � - i - - - - - -- il - - - - - - -- - -- -USTICK ROAD- -- - - -- - -- -- -- z - - 8 G wG 2s 18"s io"s , 4�s" \\ \ ' 'F�s " _ _ __ __ ' FUTURE PROPOSED 337.00' of 10' PVC ® 0.28% 1° _ _ _ _ _ / 3:1 MAX. - - _ _ USTICK ROAD FUTURE PROPOSED 398.00' of 10" PVC 0 0.28% � -- 8 - -- - - - - - ---- --- - ---- ----- --- - -- - - - - - - \/� \/� \ .\ \ \ \//\//� �� 6" VERTICAL CURB SLOPE TO -EP $ Q EP EP EP EP- ASPHALT PAVEMENT AND GUTTER, TYP. EXISTING 3 COMPACTED SUBGRADE o �T T N T T EP T EP T EP T EP T EP T�P T EP T EP EP T P T EP T EP T EP T EP EP T EP T EP T \ -T-T ` P�T- T T TT 3 4"-MINUS CRUSHED AGGREGATE BASE 44 x 48" SSMH - PROPOSED FUTURE 6" MINUS PIT-RUN SUBBASE m 3 RIM:2537.12 0 N A STA:1+00.00 a o DEPTH:24.3' W 8" INV IN:2513.13 8" (N)10" INV IN:2512.96 10" (E) McDERMOTT BYPASS SECTION � I o 10" INV OUT:2512.86 10" (W) /D 3 SCALE: NTS � N N N N H Z Q Q 2 O_ l7 0 l7 w M U TI K SUBDIVISION ZONAL z MERIDIAN, IDAHO �o��5��1 S TES PRELIMINARY ENGINEERING PLAN d 11 0 REVISIONS ENGINEERING 3 NO. ITEM DATE � 0j'' 1 5725 NORTH DISCOVERY WAY z LP K4` BOISE, IDAHO 83713 PHONE(208)639-6939 w 12/15/25 kmengllp.com w DATE: 12/15/25 0 30 60 90 PROJECT: 25-106 0 Plan Scale: 1" = 30' SHEET NO. N d 2544 w 2544 2544 2544 O _ z�- o `- o w .. o 2541 o O U) O .,v 2541 2541 2541 � MN 0 00 0 _ Co o I CNN lei � � O O V) 00 O 00 O O 00 M O � r. O ?r W 2 +N Z Z O c0 c0 toO M (n O �...: O O O 04 N �co 00j o � LO Lq 2538 +ro "' "' +LO "' D O 2538 O � (0 r) 2538 NZZ O MNNZ o o 2538 O'tr6rri �n +� D NH > > > >Z >Z J _ g MN� O NN U)� MM EXISTING GROUND (. Z) N >+V) zz nn 0 N Z_ 2535 \ — - - - - - - - - - - - - - - ��� Z 2535 2535 — — — — — — — — - - - . - - - - 2535 II 2532 2532 2532 2532 II 2529 II 2529 2529 2529 II 2526 2526 2526 2526 II II 2523 2523 2523 2523 II 2520 II 2520 2520 2520 II 2517 2517 2517 2517 I I 72.85' of 8" 236.00' of 8" PVC ® 0.64% PVC ® 0.41 II 13.56' of 8" PVC ® 0.52% CALCULATED INVERT 2514 AT STUB: 2513.43 2514 197.58' of 8" PVC ® 0.40% 2514 111 7 2514 10 LJ 2511 2511 2511 2511 00 c0 N MN N M N 0) 't M MM 07) totoN 00 CO Mn M M � 0 O M N P- N M M O c0 O M M n LC) M M M M M M M cD CM M M M M M M O N (0M M M r) M M M M M M M M MM MM M � MM M M MM M M M M r) M M M M M� u M M � N N � M MM M M M M MN N N N N N N NN N NN N N N L N M N M N M N M N M N M N N N N N N N 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 0 a m SEWER ALIGNMENT SEWER ALIGNMENT B LL 0 30 60 90 0 3 6 9 0 30 60 90 0 3 6 9 0 d ° Profile Horizontal Scale: 1" = 30' Profile Vertical Scale: 1" = 3' Profile Horizontal Scale: 1" = 30' Profile Vertical Scale: 1" = 3' 0 N O N N N N H Z Q Q 2 O_ l7 0 l7 w M U TI K SUBDIVISION ZONAL z MERIDIAN, I DA H O IS TO PRELIMINARY ENGINEERING PROFILES d 11 0 REVISIONS ENGINEERING 3 NO. ITEM DATE � Qj'' 1 5725 NORTH DISCOVERY WAY z LP K4` BOISE, IDAHO 83713 PHONE(208)639-6939 w 12/15/25 kmengllp.com w DATE: 12/15/25 0 PROJECT: 25-106 SHEET NO. 0 N d