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HomeMy WebLinkAboutPre-Plat 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 n 0 100 200 300 E.LAKE HAZEL RD. MERIDIAN, o Plan Scale: 1 = 100 ID o w 0 \\ \ LOCATION MAP ? (D WILLEMAN \ 51131336111 WILLEMAN GEMINI LLP III z v (R-4) 51131336156 51131336031 III\ \ \ PROJECT< p vi J (R-4) (R-4) \ \ Lu IIIIIII 000 \ II I c t t •o EP EP - - - - - - - - - - - - — — — —Z — — — AL - 2:�= —E. LAKE HAZEL RD. } — VICINITY MAP EPA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — rn— — � N0 SCALE ` I - 11111 11111111 IIIIII — — I III I � hT � I T's I ' w INDEX OF DRAWINGS BLOCK 1 a Q SHEET � , SHEET TITLE NO. O1 O z O PP1.0 COVER SHEET h'a PP1.1 EXISTING CONDITIONS I I PP2.0 PLAT LAYOUT PLAN O PP3.0 PRELIMINARY ENGINEERING PLAN � I I N PPL1.0 LANDSCAPE COVER I h h r► PPL2.0 LANDSCAPE PLAN PPL3.0 LANDSCAPE PLAN MUSTANG 35 LLLP I Q R8200130115 (R-4) I Lu 414, IIviI PRELIMINARY PLAT DATA COMMERCIAL AREA (C-G) ISITE DATA I CURRENT ZONING R4 PROPOSED ZONING C—G _ COMPREHENSIVE PLAN DESIGNATION MU—RG elf// COMMERCIAL LOTS 7 I l - COMMERCIAL AREA 11.065 ACRES E. TOWER LN. (PRIVATE) — — ,r / = RIGHT—OF—WAY AREA ACRES PROJECT AREA 11.549 4 TOTAL ACRES I I I I I I I I II I I I I I MUSTANG 35 LLLP II R8200130120 II (R-4) I I I I I I a w I I I jl w I� SURVEY CONTROL NOTES I II 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL W I (NAVD88) DATUM. LEGEND O N I I — — BOUNDARY LINE OFFSITE PROPERTY LINE SPARLING 10 51301141880 i I a _ _ _ _ _ _ _ _ LOT LINE (R 4) I I� E. SPIRE ST. — — — SECTION LINE cn I 10 LOT NUMBER z ti O N 0 �C z r I MASLONKA ZENITH SUBDIVISION a I I o R8350760100 I SS�pNAL fyc o (RUT) I I W MERIDIAN, ID �� �CENSF 'tip ~O COVER SHEET z I860 o E N G I N E E R I N G N I I I REVISIONS s CONTACT INFORMATION �C qTF OF 5725 5725 NORTH DISCOVERY WAY N0. ITEM DATEGj�' BOISE, IDAHO83713 z OWNER/DEVELOPER ENGINEERING & SURVEYING CONSULTANT 1 MERIDIAN COMMENTS 9/18/25 C. KEN PHONE(208)639-6939 Q w F BRIGHTON DEVELOPMENT INC. KM ENGINEERING, LLP 2 MERIDIAN COMMENTS 10/6/25 kmengllp.com z z 2929 W. NAVIGATOR DR., STE. 400 5725 NORTH DISCOVERY WAY — MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 Digitally signed by Lachlin DATE: OCTOBER 2025 CONTACT: ZACH MEYERS CONTACT: LACHLIN KINSELLA, P.E. 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: 2025.10.0615:36:23 LU EMAIL: zmeyers@brightoncorp.com EMAIL: Ikinsella©kmen II com g p' -06 00 PP1. � KEYNOTES 1. RETAIN AND PROTECT EXISTING OVERHEAD POWER POLE, TYP. MATCHLINE — 0 60 120 180 2. RETAIN AND PROTECT EXISTING SEEPAGE BED. 3. GRAVEL ROAD TO BE REMOVED. SEEBELOW RIGHT Plan Scale: 1 = 60 4. REMOVE OPEN IRRIGATION DITCH. I �_ ~I IIII I III�oIw I la II� / �v 5. RETAIN AND PROTECT EXISTING SEWER MANHOLE FOR 1L R } r r( J j/ FUTURE CONNECTION. I w I / a I I E II I �o ( ti 1$"�—`� ti °o ° R a ti ti --- -- - 6. REMOVE BLOW—OFF AND CONNECT TO WATER MAIN. W �� Z ` /t ° ti >o ,° • ti > ti o — —� I I 7. REMOVE TEMPORARY DRAINAGE SWALE AND POND. / ° III T EP co °. �—T T " "W—T 12"w ^' 1 "S 12"w 1 w 12"w 12"w 12" 12"w 12"' 12"W 12" 12"w 1 12„ 8. REMOVE EXISTING VEGETATION.1 — T — 1 T — 1 — T 1 — T 1 T o" / / 9. REMOVE SIGN AND FURNISH TO OWNER. \ — — 3 — E. LAKE HAZEL RD. — — — — 10. REMOVE GRAVITY IRRIGATION PIPE. 734— _ _ _ _ _ _ _� _ _ _ —� — _ _ _ w I EP �° I c2 2 -2733 > — — — — 24\ — °0 _2735� 2 \ 11. REMOVE GRAVITY IRRIGATION BOX. WI I I OP I OP---� j m I 12. RETAIN EXISTING VEGETATION. II I I I I o 1 i 1 r M 13. RETAIN AND PROTECT EXISTING FENCE.I r :4 r \ED � 0 1 a \ _" � �-27 4_0— 0 34' CITY MERIDIAN 'J>UTILITY EASEMENT 0- 9 �\�PIt-• � 'I\ s LEGEND OP 1 4 I I II Ih f I II to I IW 8 E 3ED ED ED o \ � 5 - - - — I ��� \2j3S\ \ J \/ 6 TOE TOE�TOE EXISTING FEATURES I I w I h I I I I / f 7 � � / \ � �� s— —s s SANITARY SEWER LINE w w WATER LINE L � � / a TEMPORARY ACHD STORM N 12 \ I I 0 / I DRAINAGE EASEMENT c c c GAS LINE / W I III I I ` W —op—op— OVERHEAD POWER LINE II ti— I I I I I I I I c \ ci ci GRAVITY IRRIGATION LINE II II � IIII I o � I 1 SEWER MANHOLE / WI l I II I I I I ` x WATER VALVE IIII I 1 34 o I ® WATER METER \ W l I w > I I I I Q W I / / I I / FIRE HYDRANT c I PROJECT BOUNDARY POWER POLE l I I I Q / � 3 m l � I II I I � I I I W l 0 4 i G I I I I I w I I W ) POWER BOX w f w EP EP EDGE OF PAVEMENT II Z I I II I 11 I I vi I I \ ED ED II Q I I I I I \ o I I EDGE OF DIRT W 0. Lu I w I I I 11, I > ml I w PROJECT BOUNDARY I I I ✓ o ( / II W / a I I I I W I I I I Ww ml I I j l 111 x 13 a I I I I I I m o I I I I I I W I a I to W — L �- - I If I I I I I 10 oP o P I I W —2735/ 0. Iw w I I II I I I I I 4 �r I m I I I I 1 11 0 10 I I I / W 10 I I I � a II I �' I I � I I W V � 1 w WI I II I I I I I I 1 m W W 0 I m I I a. I `� w o _ — I I I a I 11 I I I III � 0 W I II I I I a. W J o W I III I I I WI /- — 0 d W W Li a W 17 - - I I I I W I � \ 0 — — — � / \ ww — W I I I 11 I I I I I I I \ m _T I 14 1I I I I I I 13 \ / \ w o W V II II I I W II a I III I I III 0 W I I I III I I a \ r0. I I I I I I I W W II Ili �� MATCH LINE — SEE ABOVE LEFT 0 a z M x N M U d U d z a v N O N z iD O N U Z z DC ZENITH SUBDIVISION \ANAL £ O MERIDIAN, ID S�CENSe 141, Admbk X EXISTING CONDITIONS 80 z REVISIONS r o� 10/6/25 �o ' E N G I N E E R I N G 3 OF qTF \�P �v 5725 NORTH DISCOVERY WAY NO. ITEM DATE �C C K�NS BOISE, IDAHO 83713 1 MERIDIAN COMMENTS 9/18/25 PHONE(208)639-6939 F 2 MERIDIAN COMMENTS 10/6/25 kmengllp.com z z DATE: OCTOBER 2025 0 U PROJECT: 25-140 SHEET NO. J W N d MATCH LINE — 0 60 120 180 SEE BELOW RIGHT Plan Scale: 1" = 60' WILLEMAN WILLEMAN .. 51131336111 51131336156 0 HUBBARDI LLC (R-4) a (R-4) a S11(R 4) 031 wo wl - - - - I - - Lo I II LO _ � � _ E. LAKE HAZEL RD. w I 60' EXISTING ITD — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT-OF-WAY (CL-R/W) — I I � I I � I - C1 C2 I 13' PROPOSED ITD I L2 S89°42'12"E 227.26'II I wlI II III II �I,� ��� — — — = — — — — - - N85°08'1RIGHT-OF-WAY 168'_ _ =49' gom" y° 129 00' S89 O 129.64' � 1O 0 L5 S8 9°42'12"E 1 N J� 4 S89°42'12 'E 109.61 ' -z= ^ T/��1_71IrL Z rn 54� w ACHD STORM z z w O aW� N DRAINAGE EASEMENT o O Q NQ v�� NET — Cf) 50' 060 n0 = w MUSTANG 35 LLLP QQ w \— 1II I 12� U_j I II — w R8200130120 II r I I oQ �n �� �nD� (R-4) I o I I o m I NI 11� m I I I z l I I I BLOCK 1 I Ni 0 11� 1 3 L 7 O O I NI N 11� O I 58,356 SF 82,359 SF I N I I� I 65,496 SF 00 10' LANDSCAPE I I I� 10' LANDSCAPE I p I I 60' EXISTING ITD BUFFER EASEMENT BUFFER EASEMENT O+— —'I� I I I I RIGHT-OF-WAY (CL-R/W) (SEE NOTE 6) I i i I (SEE NOTE 6) I 19' PROPOSED ITD OI v7 I I I I RIGHT-OF-WAY I I ICI I 86' INGRESS AND PUBLIC UTILITIES,EGRESS,AND I I it I I 11� I STORM DRAINAGE EASEMENT I uj Q 24.5' LANDSCAPE � �OI0N I BUFFER EASEMENT L _ _ _ _ _ _ _ _ _ _ _ w (SEE NOTE 6) O_ - - - - - — L - - - - - - —253' 336'10 N Q O I M o I I I \\ 276' _________________ I _ ==[-_ _L - -1 00 vi I a it I IIII o MUSTANG 3 5 LLLPIIII i IIIIIi IILu I toR8200130115 z I III O�V II 1 1I1� LO IIUTILITY EASEMENT po 35' PROPOSED CITY OF MERIDIAN N O(R 4) 46' INGRESS AND EGRESS, 0 n 41,082 SF o w 0 PUBLIC UTILITIES, AND w N 0 Z 1 STORM DRAINAGE EASEMENT o� N cn IIII II 3 II I III o � I I � � I I I I a s I `I 1 IN I \ I I I i I 1 1 20' PROPOSED CITY OF O w I N z IN �1 I I 128 I I MERIDIAN UTILITY EASEMENT 1 J I 75,308 SF N I I I I I I 95,726 SF 1 01 � 1� I I �I II I Z 10 I II I 111 � 10 I UJw II I it 126 I i I I 1 10 I 0 � O ww II I I Ono I ( I I I I I ik 00 co I �� ��/ I 10 \ 1 1 I I \ I I 40' PROPOSED CITY OF I 1 - - - - - - - - - � �\ I I \ \ � - - - - - - - - - rn - - - - - - - - — �/ cfl I I I MERIDIAN UTILITY EASEMENT SPARLING I 0R R/w R, I I I I I S1301141880I - - (R-4) I I --4 13' PROPOSED ITD 63,660 SF // \ I \ // 155' 276' I RIGHT-OF-WAY $.� - N89°42'12"W 431 .00' - - - - N I I I w w^ p k //�\Y' C3 E.TOWER LN. (PRIVATE) \ I 1 I E. SPIRE ST. i I 1 caiww OG � ��/ ���� ����� �� � - - - /� ���— ������� I I n l I I I oNo Qps� ��� � � � \ I O I ° R w I II I I Z`� Z �p Z / R� I II go e ��os� / \ 6 �V - - - - - - - - - - - - - - - - - - - - - �__ � � w a � w � �h �� ``� �� �/ ,� ��' MOW F- ui z � � 6 / w g wz^ cn w w — m - - - - 5��'' // wLd aLf)� 00 I ' f —I `a' w LLj � `�' �� QN w zz ow�c 1 zP w Q LLI \ \\ ZZ D w (wo Of w \\ / MASLONKA I I I II I L6 � / " Jmz) m CD R8350760100 I 00 i / Z a p m m (RUT) 1 I I I I -L8- - - - - - - - - - � \ I I I I I I I I I I MATCH LINE — gwz z z (Qn w w Quin SEE ABOVE LEFT mv wh Of Z U� J� to m 00 Z) 0_ 0 z M O N M d 3 U m LINE TABLE CURVE TABLE o LINE BEARING DISTANCE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD L1 N45°34'27"E 11.31' C1 27.00' 9.23' 19'34'51" N81'03'41"E 9.18' Ln L2 S89°08'54"E 6.81' C2 13.00' 4.32' 19°01'32" S80°47'02"W 4.30' z O g L3 N71'16'16"E 15.30' C3 190.00' 117.03' 35-17'31" S72'39'02"W 115.19' PRELIMINARY PLAT NOTES U Y L4 N71°16'06"W 24.75' C4 250.00' 153.99' 35°17'31" N72°39'02"E 151.57' 1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN Z a L5 S71°51'42"W 31.62' EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT. ZENITH SUBDIVISION O L6 S89°42'12"E 84.68' 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� SCE N SF L7 N00'17'48"E 38.59' MERIDIAN, I D 'y 3. IRRIGATION WATER IS SUPPLIED FROM BOISE KUNA IRRIGATION IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION PLAT LAYOUT PLAN L8 S89°42'12"E 34.70' 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 s 10/6/25 o ENGINEERING o OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY y �9T Q� 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��� C. Y, BOISE, IDAHO83713 PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT 1 MERIDIAN COMMENTS 9/18/25 PHONE(208)639-6939 Q w OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.' kmengllp.com z F 2 MERIDIAN COMMENTS 10/6/25 w 5. DIRECT LOT ACCESS TO E. LAKE HAZEL RD. AND S. MERIDIAN RD. IS PROHIBITED. DATE: OCTOBER 2025 0 PROJECT: 25-140 6 THIS MAINTAINEDVIBON IS SUBJECT THE OPERATOR.OSTREETI BUFFERS SHALL BE MEASURED SHOWN FFROMHTHE BACK OF CURB AS LANDSCAPING RTHNIINLBE UDC SHEET NO. J W N rr 2.0 86' INGRESS AND EGRESS, PUBLIC UTILITIES, AND STORM DRAINAGE EASEMENT 10' 5' SIDEWALK 8' PLANTER 20' TBC-CL 20' CL-TBC 8' PLANTER 5' SIDEWALK 10' 3:1 MAX. 3:1 MAX. SLOPE TO 11.5' OUTSIDE LANE 13' TURN LANE 11.5' OUTSIDE LANE SLOPE TO EXISTING EXISTING 1' LANDING, �\��\� /\\/ \ \ \\/\\/ TYP 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 FGI III ° ° ° / � Z i t S b °• ° b '° ° R ° . ., ci 111 _ 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 = N T T EXISTING SSMH #17 (48-INCH) S T T� - T T T 1 T 1 T o T T T T T T N _ RIM:2735.66 145' of 8" PVC ® 0.49% DEPTH:15.4' INV OUT:2720.26 8" (S) - - - - - - - - - - - - - - - - - - oo - - - - - - - -E. LAKE HAZEL RD. a - 1 - - - P�- i, •r. . ..OP - - - �"Pf-- - � PT _� - - - - - - - - - - - - - - - - - - �Oe w 0 r 1 I .li I r /gyp I h EXISTING SSMH #16 (48-INCH)1 I I I Y r► I I I RIM:2734.04 : I I I I •, h i r I .. � I I DEPTH:14.6' INV IN:2719.56 8" (N)l I - 210 of 8" PVC @ 0.69% INV OUT:2719.46 8" (S)1 I I W po • `° I BLOCK 1 I I � 1 � I •1 A l l 1 A I I I w t+ a' h ° ul � 1 I I LLj II I I I IMPROVEMENTS BY I I 00 I SEE DETAIL THIS SHEET I I '�: Q ^'• '�•. I I OTHERS I I I I . PROPOSED WATER SSCO 19 I li a I iI MAIN EXTENSION 1 I /N - - - - - - - - r , _f I RIM:2734.61 I ,r O z \ 4 - - INV OUT:2718.37 8" (W) •�. I UCIJN LEGEND N -t I I I PROPOSED SANITARY SSCO #18 I 60' of 8" PVC ® 0.62% 1 RIM:2734.45 I I I '!. BOUNDARY LINE 1 SEWER MAIN EXTENSION I SSMH #15 (48-INCH) DEPTH:16.1' 1 I w R INV OUT:2718.37 8" (E) 1 I Q IM:2735.01 I i OFFSITE BOUNDARY LINE O I I I 1 1 DEPTH:17.1' I I �', 60' of 8" PVC ® 0.62% 1 1 1 INV IN:2717.99 8" (N) 11 I I =• PROPOSED LOT LINE 1 I INV IN:2717.99 8" (E)PROPOSED WATER I I I ' z 1 INV IN:2717.99 8" (W) 1 I ; 0 FOUND 1/2 INCH REBAR I h MAIN EXTENSION I i i 1 1 j i INV OUT:2717.89 8" (S) I a? �o (0) FOUND 5/8 INCH REBAR 1 I PROPOSED SANITARY I I 1 1 i z I I i1 i N Ail i ® SPIKE SEWER MAIN EXTENSION 1 I I I I O 1 to - �a I O I 11 I r PROPOSED IMPROVEMENTS 11 1 f GI GRAVITY IRRIGATION _ vi 1 _ I 1 I - I i II .r I 275' of 8" PVC ® 0.41% i1 I : ^' :�.II PI PRESSURE IRRIGATION L - - I I 200' of 8" PVC @ 0.40% S SEWER MAIN I I I SSMH #11 (48-INCH) I 300' of 8" PVC ® 0.40% .\ G� I 1 RIM:2733.83 OS SEWER MANHOLE SSCO 9 I I DEPTH:16.3' / y r ° 'F \ RIM:2734.02 I INV IN:2717.67 8" (SW) - - - �/r 1 y - - - - - - - - I- _ - - _ - -I- Lp- - - - - - - - _ - - / � Y\ �D STORM DRAIN MANHOLE I DEPTH:15.4 I ( ) - - J , r 6"PI - - - r I I � I INV OUT.2717.57 8 E % \ I 1 - - - - - - - - , _ -r / `r \ SD STORM DRAIN LINE INV OUT:2718.64 8" (SE) I �(d \ �y' • W WATER MAIN I to I I 1-1/ 8"w 1 8"W 8"w "W 8 ��: D�' r� wv .,W 8"W _ x WATER VALVE I' X - - `• FIRE HYDRANT 1 70' of 8" PVC @ 0.61% - - - - II // _ - - - - - - - - � - - - - - - •�� EXISTING FEATURES la A / / /ice \ `b � . / e ��. ` ' �\ ' n� \ s s s SANITARY SEWER LINE of 8" PVC @ 0.40% \ / SSMH #12 (60-INCH) SSMH #13 (60-INCH) 110' �� / \ RIM:2735.32 RIM:2733.19 \ .r w w WATER LINE DEPTH:18.7' DEPTH:17.8' - - - - - - - - - - _ - \VI / SSMH #10 (48-INCH) - t- _j INV IN:2716.76 8" (W) INV IN:2715.46 8" (W) \ \' •• N c c c GAS LINE ��' / RIM:2734.45 INV IN:2716.76 8" (N) INV IN:2715.79 4" (N) \\ ' / ��•1�� / DEPTH:16.3' I INV OUT:2716.66 8" (E) INV OUT:2715.36 8" (E) \ \\ ••• t op-op- OVERHEAD POWER LINE // INV IN:2718.22 8" (NW) INV OUT:2718.12 8' (NE) ti� GI-GI- GRAVITY IRRIGATION LINE / SEWER MANHOLE M I I - �� \ wv N , ` ` I r <'. WATER VALVE z M I I _ _ _ _ ® FIRE HYDRANT METER Q ` \ 1. T A PRELIMINARY ENGINEERING NOTES U o SEE DETAIL THIS SHEET 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL POWER POLE 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 Ec Ec 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. u Or- 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. \OVAL £ w MERIDIAN ID ��SS�CENSF"C1ti Z 5. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE 1 O w STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE PRELIMINARY ENGINEERING PLAN IRRIGATION. U Q O z 0 6. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED REVISIONS s 10/6/25 o ENGINEERING DURING FINAL DESIGN. a NO. ITEM DATE OF �� �lv� 5725BOISE,HDAHO 837 S DISCOVERY WAY 7. STORM DRAINAGE FROM THE PRIVATE STREETS SHALL BE COLLECTED AND ROUTED TO ��� C. KEN Q w STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS 1 MERIDIAN COMMENTS 9/18/25 PHONE(208)639-6939 w 2 MERIDIAN COMMENTS 10/6/25 kmengllp.com z 8. THE PRESSURE IRRIGATION SYSTEM SHALL CONNECT TO THE ZENITH SUBDIVISION E PRESSURE IRRIGATION IMPROVEMENTS. THE PROPOSED IRRIGATION SYSTEM SHOWN IS I DATE: OCTOBER 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