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HomeMy WebLinkAboutPublic Utility Plan ZENITH SUBDIVISION PRELIMINARY PLAT A PARCEL OF LAND BEING A PORTION OF LOT 4 OF SECTION 6, N TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO PROJECT ED n E.LAKE HAZEL RD. MERIDIAN, ID rn o LL, > > 0 LOCATION MAP ? (D o Ln 0 60 120 180 a o 0 vi Plan Scale: 10 " = 60' Lu WILLEMAN WILLEMAN GEMINI LLP S1131336111 S1131336156 S1131336031 (R-4) (R-4) \\ (R-4) joP� R , \ VICINITY MAP '�e NO SCALE R, EP EP — � Z — —� — — — — �.� - _ — — -�— — — _ _¢ INDEX OF DRAWINGS EP Ep — — — — — — — — — — — — — — — — — — — — — — — — — — — E. LAKE HAZEL RD. - — — — — — — SHEET — I — — NO SHEET TITLE i — - PP1.0 COVER SHEET PP1.1 EXISTING CONDITIONS PP2.0 PLAT LAYOUT PLAN PP3.0 PRELIMINARY ENGINEERING PLAN PPL1.0 LANDSCAPE COVER PPL2.0 LANDSCAPE PLAN h I h h PPL3.0 LANDSCAPE PLAN I BLOCK 1 I � � 1 0 PRELIMINARY PLAT DATA z I , COMMERCIAL AREA (C-G) I I I SITE DATA z I L I CURRENT ZONING R4 i I � PROPOSED ZONING C—G O i Q COMPREHENSIVE PLAN DESIGNATION MU—RG Q COMMERCIAL LOTS 6 vi w ' PROJECT AREA 11.065 ACRES I I I I I ' N a I I I h h r► o 2 ' MUSTANG 35 LLLP I vi R8200130115 (R-4) I I I O I I hh I I I I I I h I I � I I I � EP I Oly/ ------------ E.TOWER LN. SURVEY CONTROL NOTES •� 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE •••. COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL (NAVD88) DATUM. rFo z — I LEGEND O BOUNDARY LINE I1 OFFSITE PROPERTY LINE I r1 I I LOT LINE o — — — SECTION LINE V) 10 LOT NUMBER z O U N Y z ZENITH SUBDIVISION SS\oNAL fN MERIDIAN, ID �� \CENSF c�y� 0 COVER SHEET 0 860 z REVISIONS s� 8/5/25 �o Q ENGINEERING I CONTACT INFORMATION N0. ITEM DATE OF �v 5725NORTHDISCOVERYWAY C K�NS BOISE, IDAHO83713 w OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT PHONE(208)639-6939 BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP kmengllp.com z It z 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY — MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 Digitally signed by DATE: AUGUST2025 CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. Lachlin Kinsella, P.E. PROJECT: 25-140 PHONE: (208) 378-4000 PHONE: (208) 639-6939 SHEET N0. J FAX: (208) 377-8962 FAX: (208) 639-6930 Date: 2025.08.05 W EMAIL: zmeyers@brightoncorp.com EMAIL: Ikinsella©kmen II com g p 08:38:14 -06 00 13131.0 a KEYNOTES 1. RETAIN AND PROTECT EXISTING OVERHEAD POWER POLE, TYP. 2. RETAIN AND PROTECT EXISTING SEEPAGE BED. 3. GRAVEL ROAD TO BE REMOVED. 4. REMOVE OPEN IRRIGATION DITCH. 5. RETAIN AND PROTECT EXISTING SEWER MANHOLE FOR 0 60 120 180 FUTURE CONNECTION. Plan Scale: 1" = 60' 6. REMOVE BLOW—OFF AND CONNECT TO WATER MAIN. 7. REMOVE TEMPORARY DRAINAGE SWALE AND POND. 8. REMOVE EXISTING VEGETATION. 9. REMOVE SIGN AND FURNISH TO OWNER. 10. REMOVE GRAVITY IRRIGATION PIPE. �(y 11. REMOVE GRAVITY IRRIGATION BOX. R lap 1� j Z „ „ „ ° c� W�z 12°W 12' �� 12�'W� W 12"W 12"W 12° 12°W�12°W 12"W 12" 12"W 1 12°W � 1p W 12"W 12"W { —T T � �3 - - r — T — � j- T — T -� T � — T o T T / N T" T — T — - n / / — rN - - - - - g E01 33� — — — — — ?, 4\ — — — co 2�35 —E. LAKE HAZEL RD.— — OP OP fill ;- . . . \ / —OP_—9 P— 0 OP OP i 6P` \ � r : \ P OA OP \ \ �- — `�� 1 1 \ 2740� \\ /% T6� D o \ ° \ �34' CITY OF MERIDIAN 2 I s Q R l I~ \ o 9 UTILITY EASEMENTIL\ \ \� 1�9 E a D ED ED ED 5 I u'Q 735, / E •� —I owl $ � o ��0 I I I F \ 6 \ TOE TOE T� �� l - _ I IGILI I l lwl / I TEMPORARY ACHD STORM N� I / 2735 DRAINAGE EASEMENT II oII� I I w ' lCi mll 0 I I I a 3 m PROJECT BOUNDARY I� I a ( Iw I I N0. I o I I w I I of L l I I `l l r Iw rn II I 10 0 �\ / —2735' a II 10 11 10 0 4 I w — w o w I I I m w I I I wl \ w w — I w I a I w LEGEND I W I I � � —" � �� l EXISTING FEATURES \ W o a s s s SANITARY SEWER LINE I I a I I \ mo \ � � / / w w WATER LINE c c c GAS LINE \ mo w ( / op—op— OVERHEAD POWER LINE I I \ o Gi Gi GRAVITY IRRIGATION LINE /w SEWER MANHOLE 0 II I , WV a o WATER VALVE z WATER METER O m I I I IV II I I wp \ — FIRE HYDRANT POWER POLE o Efl POWER BOX a EP EP EDGE OF PAVEMENT ED ED EDGE OF DIRT z a O Z U z DC ZENITH SUBDIVISION \0" L £ O MERIDIAN, ID �c``SS�cENSFHc�'y X EXISTING CONDITIONS 80 z REVISIONS s� 815125 �o Q E N G I N E E R I N G 3 NO. ITEM DATE qTF OF ��P �v 5725 NORTH DISCOVERY WAY Iz C Y' BOISE, IDAHO 83713 Q z PHONE(208)639-6939 kmengllp.com z z DATE: AUGUST 2025 0 PROJECT: 25-140 SHEET NO. J W N 11 0 60 120 180 Plan Scale: 1" = 60' WILLEMAN WILLEMAN 51131336111 \ HUBBARDI LLC o S1131336156 - (R-4) ~ (R-4) ou o� S1131336031 - - - - - - -N — - - — - - F- Ln w � — — — — — — — — x � o w I — — — — u, = in OI c� _ E. LAKE HAZEL RD. o I — I I 168' 49' I I -------------- --- — 129' 191' — — 130' — - - - - - - - - - - - - - - - - - - 2S 54' 55 32 -----_— — '- - - - - - - - - - ————— — — — — — I I I I of w 'Co z I z a a ` w I `' I II � N Qo W _ Qw � ui 50' Zw I I I I 1 0i� I I I Q � I sW I I I I gw I I I � 3: ,� I I 1 1 Lo r I I I m BLOCK 1 I I I I in I — I N I 58,356 SF 82,359 SIF I I N I 1 65,496 SF N I I I I I 19' PROPOSED ITD I I I RIGHT—OF—WAY 160' EXISTING ITD I I I I 70' PROPOSED ACCESS EASEMENT RIGHT—OF—WAY (CL—R/W) 1 1 I I w 24' LANDSCAPE I I I I a I BUFFER EASEMENT L � L 1 — — I I I 253' 336' F — — — — L I I I N I 276' MUSTANG 35 LLLP z I I R8200130115 I Q I I O I 135' PROPOSED CITY OF MERIDIAN 3 (R-4) I I I I I UTILITY EASEMENT LL; I 41,082 SF 1 II I I I I z l 1 N 128' 95,726 SF i I z 1 i 75,308 SIF I I I I I I o I II I M I 126' I I I I I I I I I II I I I I �` — 1 I \ — — — — — — — — — 1- 7 - - - - - - -- - - - - - - -I T/w-�­R/w / - - - - - - - - - - - - - - L - - - - - - - - - - - - - i I - - - - - - - - - - - - -I I A- - 63,660SF /� �\ i� � � � / 117' 155' 276' I � � \cl d \ — E.TOWER LN. I I = \\ 13' PROPOSED ITD p J��\ \ /� - - - - - - - - - - - - - - - - � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I a \ � \ / �. - - - - - - - - - - RIGHT—OF—WAY QOs Q40 �p� F,� / ,/ � � i - - - - - - - - - - - - - - - - - - - - - - - - - -( — g�yL J r - - - - - - -F - - - 15� /' I 1 \ ' I 11 I UJZ L I I I I 0W �� I I I 1 85' Q Co I I I I 1 oro w \ / 1 I I 35 II z a O N M d 3 U m OC Z 0 z a v 0 z O PRELIMINARY PLAT NOTES U Y 1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN Z EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT. ZENITH SUBDIVISION O a u 2. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY S�pNAL £H OF MERIDIAN. �S G� MERIDIAN ID \CENSF 3. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION PLAT LAYOUT PLAN O 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. Q O z U 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL REVISIONS �' 815125 h3i ENGINEERING OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY 3 CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR NO. ITEM DATE F OF �v 5725 NORTH DISCOVERY WAY z MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE ti��N C. K�NS BOISE, IDAHO83713 Q PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT PHONE(208)639-6939 w OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.' kmengllp.com z E DATE: AUGUST 2025 0 PROJECT: 25-140 SHEET NO. J W N d 70' ACCESS EASEMENT 2' 2' 5' SIDEWALK 8' PLANTER 20' TBC-CL 20' CL-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. 3:1 MAX. SLOPE TO 11.5' OUTSIDE LANE 13' TURN LANE 11.5' OUTSIDE LANE SLOPE TO EXISTING EXISTING �// //�//� off o' /��/� 1' LANDING, �\��\� / \/ \/ \/ \ \\/\\x \ 6" VERTICAL CURB 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 AND GUTTER PER ACHD SD-701 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE (TYP. BOTH SIDES) 20" OF 6" MINUS PIT-RUN SUBBASE 0 60 120 180 COMPACTED SUBGRADE Plan Scale: 1" - 60' STREET SECTION A (S. MOMENTUM LN ., E . TOWER LN . ) SCALE: NTS GI\7 6 fd G1 s /w�R OU--�-JR/W III ° / ° T T w z 12'W 12' _ 12"W 12"W 12"W��12"W 12"W 12"W 12"W 12"W 12"W 12"W 1 12"W 12 W° 12"W EXISTING SSMH #17 (48-INCH) S _Ef::: T L- T - T - T - 1 - T - 1 - T o T T T T T - T N _ RIM:2735.66 145' of 8" PVC ® 0.49% _ _ 5 DEPTH:15.4' INV OUT:2720.26 8" (S) E. LAKE HAZEL RD. - `_\ - - -_ - - - pp IJ1I I�III 6 PI 6"PI 6"PI 6"PI �"pr - 7pr - - - - �*� I - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - _ I \100 f s { i�. h EXISTING SSMH #16 (48-INCH) I I I •' _ f' 1 o ! RIM:2734.04 I t I I 1 1. h J !!!! I DEPTH:14.6' I I 5 i k I INV IN:2719.56 8" (N) 17, I - INV OUT:2719.46 8" (S) I • I I ;' 100 BLOCK 1 1 1 : I 210' of 8" PVC @ 0.69% w L 11 I 0 t 00 o w I .r L 1 , wfi - 1 I I I I ~ I Q 1I I I i ITD ROADWAY I Lu � ••I I f•' Q � •�. �_ IMPROVEMENTS BY I: O w ^' `�•. I OTHERS I ' I 1 ;i; vi SSCO #19 1 60' of 8" PVC ® 0.62% I I RIM:2734.61 I r` r DEPTH:16.2' I '• '. Q INV OUT:2718.37 8" (W) 11' 41 _ w I l I � .; N ': LEGEND N -t SSCO #18 1 I I 60' of 8" PVC ® 0.62% RIM.2734.46 I I "�. I BOUNDARY LINE DEPTH:16.1' I SSMH #15 (48-INCH) ! I RIM:2735.01 I � :• INV OUT:2718.37 8" (E) DEPTH:17.1 1 t I OFFSITE BOUNDARY LINE I` 'L ' t INV IN:2717.99 8" (N) I I PROPOSED LOT LINE INV IN:2717.99 8" (E) I INV IN:2717.99 8" (W) I •�. I� O FOUND 1/2 INCH REBAR INV OUT:2717.89 8" (S) I p 275' of 8" PVC 0.41% If ) FOUND 5/8 INCH REBAR h 1 I I I I Ico I ' A I � I A I I N ' � ® SPIKE j ' PROPOSED IMPROVEMENTS ' I co i I �s GI GRAVITY IRRIGATION �; 11 III PI PRESSURE IRRIGATION 200' of 8" PVC ® 0.40% I SEE DETAIL THIS SHEET f;' S SEWER MAIN 1 I I I 1 II /•'f' I I I\ I- _ • SEWER MANHOLE SSMH #11 48-INCH SSCO #9 RI RIM:2733.83 / bo STORM DRAIN MA N HOLE DEPTH:15.4' DEPTH:16.3' A I EP _SD IN:2717.67 8" (SW) - - - - - - - - - - - STORM DRAIN LINE . INV OUT:2718.64 8" (SE) INV OUT:2717.57 8" (E) w WATER MAIN I I �O \ �'. 8'w 8'W 8"w g••w w - - $'W- - -\ D, wv WATER VALVE FIRE HYDRANT 70' of 8" PVC @ 0.61 0 - - - - y - - - - - S 8•. �' 8'• Z/f / % SSMH #12 (60-INCH) EXISTING FEATURES A ` _ _ _ g••p � •� '� �� � .r �a / \• 00 RIM:2735.32 SSMH #13 (60-INCH) - p� s s s SANITARY SEWER LINE 1 10' of 8" PVC C�? 0.40% \ /f DEPTH:18.7' RIM:2733.19 i SSMH #10 (48-INCH) 1 "/ INV IN:2716.76 8" (W) DEPTH:17.7' s\ •. ,. �� r ./;' w w WATER LINE I !' • ��'� / RIM:2734.45 � 1 I J INV IN:2716.76 8" (N) INV IN:2715.46 8" (W) r � � INV OUT:2716.66 8" (E) c G G GAS LINE' '` INV IN:2718.22 8" NW \ ", ••� I �• / INV OUT:2718.12 8'( (NE) 1 �300' of 8" PVC @ 0.40% \•�s •• ii /. -op-op- OVERHEAD POWER LINE j/ L - J \ . .• / Gi Gi GRAVITY IRRIGATION LINE SEWER MANHOLE X I / wv WATER VALVE \ / 3 I I I \1 1 I / ® WATER METER p f A PRELIMINARY ENGINEERING NOTES FIRE HYDRANT z SEE DETAIL THIS SHEET 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL �Q� POWER POLE a BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS POWER BOX IN E. LAKE HAZEL RD. AND FUTURE DEVELOPMENT. EP EP EDGE OF PAVEMENT (/') 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY WILL BE SERVED BY THE CONNECTIONS AT E. LAKE HAZEL RD. AND FUTURE EG EG EDGE OF GRAVEL z N DEVELOPMENT. O Y 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED U DURING FINAL DESIGN. a 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE ZENITH SUBDIVISION O WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. \ONAL £ w MERIDIAN ID SS�CENSe 6'�ti Z 5. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE 1 O IRRIGATION. MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE PRELIMINARY ENGINEERING PLAN 8 O z 0 6. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED REVISIONS 815125 ENGINEERING DURING FINAL DESIGN. Q� a NO. ITEM DATE �/S, F OF �� C��c/v 572 DISCOVERY 7. STORM DRAINAGE FROM THE PRIVATE STREETS SHALL BE COLLECTED AND ROUTED TO DAHO 83713 ��� C KEN g01SE, w STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS PHONE(208)639-6939 kmengllp.com z 8. THE PRESSURE IRRIGATION SYSTEM SHALL CONNECT TO THE ZENITH SUBDIVISION E PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED IRRIGATION SYSTEM SHOWN IS DATE: AUGUST 2025 PRELIMINARY. PROJECT: 25-140 9. THE PRIVATE STREETS SHALL BE CONSTRUCTED PER THE STREET SECTIONS SHOWN ON SHEET NO. J THIS SHEET. THE PAVEMENT SECTION THICKNESS SHALL BE DETERMINED DURING FINAL LJ..I DESIGN. P P 3.O N d