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PZ - Pre-plat VICINITY MAP : 1"=21000' APEX NORTHWEST SUBDIVISION PRELIMINARY PLAT E. AMITY RD. FEIIE RJEH APEX NORTHWEST B_�a] A PORTION OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 AND NORTHEAST 1/4 OF THE SUBDIVISION PRE-PLAT REPAT SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOUNDARY PRELIMINARY PLAT DATA CITY OF MERIDIAN, ADA COUNTY, IDAHO COMMERCIAL AREA SITE DATA W. LAKE HAZEL RD. CURRENT ZONING R-4 PROPOSED ZONING C-C 0 COMPREHENSIVE PLAN DESIGNATION MU-C COMMERCIAL LOT AREA 6.23 ACRES W LANDSCAPE COMMON LOT (AMENITY LOT) AREA 1.43 ACRES ROW AREA 2.57 ACRES 0 TOTAL AREA 10.22 ACRES OVERALL LOT DATA TOTAL LOTS 10 c/) APEX SOUTHEAST COMMERCIAL LOTS 1 O SUBDIVISION PRE-PLAT LANDSCAPE COMMON LOTS (AMENITY LOT) 1 OPEN SPACE AREA i BOUNDARY PARKWAY STRIP 0.20 ACRES uy ARTERIAL BUFFER 0.38 ACRES LANDSCAPE COMMON LOT (AMENITY LOT) 1.43 ACRES TOTAL AREA 2.01 ACRES - - - - - - - - - - - - - - - - - - - - - - - - - - - - a RESIDENTIAL AREA SITE DATA o QCDo E. CRESCENDO ST. Q CURRENT ZONING R-4 JA PROPOSED ZONING R-15 COMPREHENSIVE PLAN DESIGNATION MU-C, MEDIUM DENSITY RESIDENTIAL, MEDIUM HIGH (D ❑ DENSITY RESIDENTIAL Q 27 27 x 0 BUILDABLE LOT AREA 17.93 ACRES COMMON AREA 03.58 ACRES ROW AREA 10.01 ACRES BLocK 1 26 TOTAL AREA 31.52 ACRES Q , OVERALL LOT DATA 0 25 0 2s O TOTAL LOTS 135 RESIDENTIAL LOTS 121 0 100 200 3000 � 0 � COMMON LOTS 14 Plan Scale: 1" = 100' MINIMUM PROPERTY SIZE 2,863 SQ. FT. O AVERAGE PROPERTY SIZE 3,885 SQ. FT. 23 Q 23 0 Lu RESIDENTIAL OPEN SPACE AREA 22 6 22 6 > (R-15) Q > PARKWAY STRIP 1.97 ACRES > Q Q ARTERIAL BUFFER (50%) ` z 0.16 ACRES LEGEND E. HIGH POINT ST. W BLOCK3 O- BLOCK4 O BLOCK6 LANDSCAPE COMMON LOTS 2.19 ACRES > 0 Q 21 Q 14 _� 14 Q2 O TOTAL AREA 4.32 ACRES 21 x o' w vi 4a - - BOUNDARY LINE DENSITY a N GROSS DENSITY 3.84 UNITS/ACRE Lri 20 z0 vi OFFSITE PROPERTY LINE NET DENSITY 6.75 UNITS/ACRE LOT LINE Q19 0 19 0 2 OVERALL SITE BLocKz - - - SECTION LINE 18 SITE DATA (D l0 18 to R_g ADJACENT PROPERTY ZONE , TOTAL SITE AREA 41.74 ACRES Q OVERALL LOT DATA 17 11 ' 10 LOT NUMBER TOTAL LOTS 145 RESIDENTIAL LOTS 121 16 12 16 COMMON LOTS 15 O C-C LOTS 10 QUALIFIED OPEN SPACE 0 5 15 0 SURVEY CONTROL NOTES ACREAGE OF QUALIFIED OPEN SPACE 6.33 ACRES PERCENTAGE OF QUALIFIED OPEN SPACE 15.17% N 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE E. TARGET ST. �. COORDINATE SYSTEM (IDAHO WEST 1 103) AND VERTICAL (NAVD88) DATUM. i I RESIDENTIAL COMMON LOT AREAS 0 0 0 0 0 0 0 $ 0 10 11 12 13 14 15 BLOCK # LOT # LOT AREA (SF) QUALIFIED OPEN QUALIFIED OPEN I Q 0 SPACE (SF) SPACE (ACRES) I 1 7 5,000 0 0.00 ' AMENITY 2 7 5,000 0 0.00 16 17 0 3 14 10,930 0 0.00Lu 36 18 I o�C 4 14 10,930 0 0.00 42 41 40 39 38 37 35 19 I O 5 1 1,781 0 0.00 oc 5 8 6,000 6,000 0.14 1 34 0 I BLOCK 7 C7 Ln 5 15 1,684 0 0.00 I 33 21 W 10 0 U BLOCK s 5 16 26,794 0 0.00 Q J 5 17 870 0 0.00 RESIDENTIAL (R-15) 32 22 o N I5 22 2,800 2,800 0.06 X 31 z3 Q 5 27 873 0 0.00 CL 30 � 5 32 43,797 43,797 1.01 Q 0L) Q Q 5 57 30,709 33,835* 0.78 N 43 a4s a 47 a z9 29 vi 9 PARKWAY 66,311 1.52 I COMMERCIAL (C-C) 0 0TOTAL 152,743 3.51 d 27 I Q X * AREA INCLUDES 50% OF BUFFER ALONG E. LAKE HAZEL RD. MEASURED FROM BOC N I 0 U d O I 49 60 51 s2 53 64 ss s6 s8 s9 60 61 62 63 64 6s I F U zO I s 57 O Z l7 I U o E. LAKE HAZEL RD. zz g APEX NORTHWEST SUBDIVISION z z Y = i MERIDIAN, IDAHO Ov g COVER SHEET DEVELOPER/OWNER BRIGHTON DEVELOPMENT INC. ONAL o SSA 2929 W. NAVIGATOR DR., SUITE 400 ENG Z PHO MERIDAmok E N(2 8)H07883 4000 F� CENSf F 0 CONTACT: JON WARDLE 9 EMAIL: jwardle@brightoncorp.com 16860 z 5/1/20 �o Q ENGINEERING ENGINEER/SURVEYOR qrF �oP v } C1 OF !v 9233 WEST STATE STREET ZKM ENGINEERING 83714 9233 WEST STATE STREET y��N C. 1��N5 PHONE(2BOISE, D 8AHO)639 6939 Q z BOISE, IDAHO 83714 kmengllp.com z PHONE: (208) 639-6939 CONTACT: LACHLIN KINSELLA, P.E. DATE: MAY 2020 a EMAIL: Ikinsella®kmengllp.com Digitally signed by Lachlin C Kinsella, P.E. PROJECT: 20 017 J SHEET NO. Date: 2020.05.01 w 14:00:48 -06'00' P P 1.0 a _ / N -2 O�O \ / 0 80 160 240 Plan Scale: 1" = 80' 4 w-\ \ J - / OPd \- Cal \\\ N \ \ 6 oP A \ \ -2744 \ \ 154 IX 2�8 \ c \ x \ \ \ PROJECT BOUNDARY \�\ \ \ \ \ \\ \\ \ \ \ \ \ STOP AHEAD SIGN x c c \ ri K2'R \ 14 \ \ c CC \ \ \ \ LuSPEED LIMIT \\ \\ \\ \ O ri 13 MPH SIGN \ \c LEGEND / \ EXISTING FEATURES \ \ \ \ cn \\ \c \ \ \ \ u � �2) \ \\ \ s s s SANITARY SEWER LINE \ OJ x\ 42 \ \\ \ \ of \\ w w WATER LINE c c c GAS LINE OP OP OVERHEAD POWER LINE Gi Gi GRAVITY IRRIGATION LINE \ 1 \ ADOPT A \ \\\ 0 SEWER MANHOLE \ HIGHWAY LITTER \ \ wv \ \ \ x WATER VALVE CONTROL SIGN \ \ \ \ \ \ \ ® WATER METER \ \ \ \ FIRE HYDRANT 2734 � POWER POLE \ \ O POWER BOX a \ \ EP EP EDGE OF PAVEMENT I \ \ \ ED ED a x o EDGE OF DIRT z w \ \ a \ \ xl \ z \ \ SPEED LIMIT O \ 50 MPH SIGN STOP SIGN STOP SIGN \ _ �Ae a r x y �r —�OP}T` — dTe " TnPL i8P—Tv —x iut ivt— TOE T� E TOE OE TOE EP N ---rP EP EP E. LAKE HAZEL RD. _ EP EP i zP , w i z w FP EP EP FP _ APEX NORTHWEST SUBDIVISION in P OP P EP — z z � UH MERIDIAN, IDAHO Ov INTERSECTION AHEAD SIGN \ 8 STOP SIGN ADOPT A EXISTING CONDITIONS o ` \ STOP AHEAD SIGN STOP SIGN Z 1 I I \ m HIGHWAY LITTER SPEED LIMIT ICONTROL SIGN 50 MPH SIGN O N 11) I- \ \ NAL N \ `� \ S\OC ENS G� F o O m , 9 50 SPEED I GIN I m \ \ 16860MPH z 3 lii \ 1 It 5/1/20 �o Q ENGINEERING I m °0 �0 q�F OF !vim 9233 WEST STATE STREET a I� \ I m N y`/N C• K\N� D PHONE(2 8)639-6939 Q z kmengllp.com z I � DATE: MAY 2020 a PROJECT: 20-017 SHEET NO. J n W 0 PP . a — — \ — — — — — — — — — — 0 Go 000 E. CRESCENDO ST. co \\ \\ 20.00' \ \ 37.97' 20.00' 25.91' 20.00' 25.92' \ \ 0 60 120 180 I mmmmmmF- 95.83' 25.92 25.92' 25.91' \\ \\ Plan Scale: 1" = 60' 0 o O 88.50' 88.50' 88.50' 88.50' \ \ 560.52' LO 5,275 SF 0 in it> 0 N 27 ,N,j O � 27 ri r� O `n \\\ \\\ 25.68' 0 120.00' I 0 M 5,533 SF `n `� 5,533 SF co co 5,533 SF `n `� 5,533 SF 0 co \ \ r7 P7 \ \O O \ \ 4,800 SF 105.00' 105.00' 105.00' 105.00' \ \ 00 0 26 0 0 2 0 0 26 0 0 2 0 \\ \\ 120.00' 0 0 0 0 0 0 0 0 0 0 0 0 \ \ 0 0 0 0 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ \ N O 3 4,800 SF O� 0 105.00' 0 0 105.00' 0 0 105.00' 0 105.00' 0 0 \\ \\5,000 SF 0 25 0 0 3 0 0 25 0 O 3 0 \ \ 120.00' o CO o6 0 0 0� 0 0 0� 0 0 \ \ 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ \ 0 BLOCK 1 O4 0 LANDSCAPE STREET 4,800 SF 105.00' 105.00' 105.00' 105.00' 0 24 0 0 4 0 0 24 0 0 4 o \\ \\ BUFFER EASEMENT 120.00' 0 0 0 0 0 0 0 0 0 0 0 0 \ \ 0 O 0 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ \ \ \ ''.00' 105.00' 105.00 105.00 \ \ 4,800 SF 105 \ \ 0 23 0 0 5 0 0 0 0 0 \ \ 0 120.00' ^ion 4,200 0 SF 4,2000 SF 4,00 SF 4 2000 SF \ \ I 38.5' o O 0 \ \ `r' 105.00' 105.00' 105.00' 105.00' \ \ 5,342 SF 0 0 0 0 0 0 0 0 \ \ 0 22 O o O O O 22 o O O o \ \ 103.50' 1 25.92' 4,200 SF 4,200 SF 4,200 SF 41200 SF > o o \\ \\ 20.00' BLOCK 3 w BLOCK 4 a r- � BLOCK 6 \ 0 105.00' 0 0 105.00' 0 > 0 105.00' 0 0 105.00' 0 �n �n \ E. HIGH POINT ST. Q 1 0 21 0 0 O7 0 w 0 21 0 0 O o Q O O \ 0) 20.00' 25.91' 4,200 SF 14 4,200 SF O 4,200 SF 14 4,200 SF 8,877 SF 314,894 SF \\ I Ln o 10,930 SF = 10,930 SF a \ 103.50' 105.00' 105.00' vi 105.00' 105.00' a \ 0 0 0 0 0 0 0 0 0 N \ \ \ \ 0 0 20 0 0 O 0 0 20 0 0 O 0 \ \ 0 o 4,200 SF 4,200 SF 4,200 SF 4,200 SF 5,342 SF ao \ \ N 105.00' 105.00' 105.00' 105.00' \ \ 120.00' 0 0 0 0 0 0 0 0 \ \ 0 0 LLi o 19 0 o O o 0 19 0 o O o \ 0 O 0 � \ Q 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ 4,800 SF X Lu 105.00' 105.00' 105.00' 105.00' a 0 0 0 0 0 0 0 0 0 0 120.00' 0 Q 18 10 18 10 FPS N O0 o vi 0 0 0 0 0 0 0 0 0 BLOCK 2 4,800 O F 0 4,200 SF 4,200 SF 4,200 SF 4,200 SF `r 1��� \ I \ 5,000 SF 105.00' 105.00' 105.00' 105.00' 120.00' 0 0 0 0 0 0 0 0 0 0 0 17 0 0 11 O o O o \ O O o 0 17 0 0 11 00 \\ I \ 0 0 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ 4,800 SF 72 60' \\105.00' 105.00' 60 105.00' 105.00' \ 120.00' 0 0 0 0 0 0 0 0 O O 16 12 0 O 00 4,00 SF 4,00 SF 4,200 SF 4,200 SF \ 4,800 SF 105.00' 105.00' 105.00' 105.00' 120.00' 0 N in in Ln 'n iO o O 0 15 M LO M 13 � c^o 15 N `V 13 Sri r� � It 't Ki n 't 26.16' 5,383 SF I 5,574 SF 5,582 SF 5,582 SF `-) `n 5,574 SF 567.81' 96.00' 98.50' 98.50' 96.00' 111.00' 14.14' 14.14' 10.21' 14.14' 7.51' 20.00' 20.00' 20.00' 14.14' 10.21' 0 E. TARGET ST. 00 9.00' 8.00' c0 14.14' 14.14' PRELIMINARY PLAT NOTES 39.00' 34.00' 34.00' 34.00' 34.00' 34.00' 60.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00' o 219.99' 1 15.93' 143.84' Lu 14.14' 25.92 25.92' 25.68' > 1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING 3.50' 30.00' 30.00' 3.50' 0 REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A 0 0 0 o 0 0 0 0 0 0 0 0 0 0 I l7 BUILDING PERMIT AS MODIFIED BY THE APPROVED PUD. 0 0 o O O O O o 0 0 0 0 0 0 0 16.00' 1 0 2 0 3 0 4 0 0 0 0 8 0 g 0 10 0 11 0 12 0 13 0 0 2. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED O O OC OC O0 O O7 6,000SF 0V Oo Oo Oo 0� 14 15 I SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 1,781 SF 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF 1,684 SF O 0 O I 0 17.98' 17.02 in vi 3. IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE-KUNA IRRIGATION DISTRICT IN 39.00' 34.00' 34.00' 34.00' 34.00' 34.00' 60.00' 34.00' 34.00' 34.00' 34.00' 34.00' 39.00' C0 22,094 SF 21,557 SF I 00 COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE 20.00' SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 19.51' 19.53' 20.00' 140.98' 24 t�6' 71.99' 0 Lq AMENITY 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, 39.00' 34.00' 34.00' 34.00' 34.00' 39.00' `I� 17 870 SF 0 1 WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION C14THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED 10.02' 0 93.48' 93.46' 0 10.00' N 185.76' 160.10' CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS o 1 1.03' 1 1.02' O 62,333 SF N 2,863 SF 36 18 2,863 SF N BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION 0 0 0 0 0 0 0 0 100.00' 0 0 100.00' o I SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT 0 0 0 0 0 0 0 0 0 o O ^� OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION of 2,900 SF 35 0) 0 19 2,900 SF 0 00' I THEREOF. 40 � 39 � 38 � 37 � N N N O N 87' 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF 0 100.00' 0 0 100.00' 0 38.5' 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT ooi 2,900 SF 34 0 0 20 2,900 SF o0� 68 WILL BE IN EFFECT FOR THIS SUBDIVISION. 39.00' 34.00' 34.00' 34.00' 34.00' 39.00' N N N N 0 100.00' 0 0 100.00' 0 25.91' 99 10 O I 6. DIRECT LOT ACCESS TO S. LOCUST GROVE RD. AND E. "COLLECTOR" ST. IS PROHIBITED. 0 2,900 SF 33 o0i o0i 21 2,900 SF 0 3.50' o BLOCK 5 N N N N 40,516 SF 27,217 SF 7. COMMON LOT 7, BLOCK 1; LOT 7, BLOCK 2; LOT 14, BLOCK 3; LOT 14, BLOCK 4; AND LLi LOT 16, BLOCK 5 ARE PRIVATE ALLEYS AND SUBJECT TO A BLANKET UTILITY EASEMENT FOR 0 0 100.00' 0 o 100.00' o > THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC N 00 32 0 0 22 2,800 SF 0 Q 0 LANDSCAPE STREET I UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS LLi N 43,797 SF N N N z0 0 118•$6 BUFFER EASEMENT AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. Z > 0 100.00' 0 0 100.00' o I MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND o X 0 2,900 SF 31 ooi rn 23 2,900 SF 0 < o RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE a w N N N N a 0 15.43' PRIVATE ALLEYS CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE w Q 39.00' 34.00' 34.00' 34.00' 34.00' 39.00' Q "� 160.10' DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. THE PRIVATE ALLEYS D 0 100.00' 0 0 100.00' 0 SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. o vi 0 2,900 SF 30 0 0 24 2,90o SF 0 'n BLOCK 7 a I N O N N O N 3.50' �� 8. LOTS 1, 8, 15, 32, 57, BLOCK 5 ARE COMMON LOTS AND SHALL BE OWNED AND z Z 0 0 0 0 0 0 0 0 100.00' 0 0 100.00' 0 25.92' 0Oo O fig. MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. O o o O O O O O O 2,900 SF o 0 0 0 0 0 0 0 0 0 of 29 0; of 25 2,900 SF of 38,900 SF g O o 0 0 0 o O N N N N 9. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH 43 44 45 46 47 48 FINAL PLAT. v 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF 0 100.00' 100.00' O o U o O 2,863 SF 2,863 SF a N 93.46' 28 11.02' 11.03' 26 93.48' N 10.05' N 10.00' 39.00' 34.00' 34.00' 34.00' 34.00' 39.00' 27 873 SF a I 20.00'---.,, 16 26,794 SF 140.99' 2�k6 2Q4� 72.01' 20.00' 19.53' 19.51' 31,649SF co APEX NORTHWEST SUBDIVISION z Of Y I 10.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 0 N O z 10.00' 0 0 N MERIDIAN, IDAHO U 165.00' 129.60' PLAT LAYOUT N 42,851 SF N I O o O O O O O O O O O O O O O O O O O 3 O O O O O O O O O O o O O O o O O O I 0 0 0 0 S 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn , I SS�pN A L ENG, o O O o_ o 0 0 0 0 0 0 0 0 o O o 0 0 g M �49� 50� 1 52� S3� 54� 55� 56� �58� 59� 60r 61� 62� 63� 64� 65� 0 0 �� F� BENS 'y 3 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF z 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 6 07 0 O �� F O ti 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' 29.00' N 21,286 SF 25,213 SF 168 60 z 0 LANDSCAPE STREET w BUFFER EASEMENT J, 5/1/20 3 �� ENGINEERING 12.41' 12.72' �N 9lF �pQ v 0 57 z 16.81' b`� C1y`/ OF S� 9260SE,SDAH0837STREET a 162.79' 1 15.00' 30,709 SF 12.41' — — — — — — — — — — — — — _ _ _ 165.00' 239.50' C. KEN PHONE(208)639 6939 Q 226.46' 144.83' kmengllp.com z DATE: MAY 2020 coo in PROJECT: 20-017 U-) SHEET NO. J S. LOCUST GROVE RD. LJJ - PP2.0 0 80 160 240 ® 1 lo Plan Scale: 1" = 80' 0���, H \ IN CONNECT TO EXISTING \ \ WATER MAIN. B G Op` 8 W 8"w _8 8"w 8"w s"w E. CRESCENDO ST. s w o © O 8 S B w 1 PI H N d O ao •. Co `� Co 2 \\ \ G cno 27 O c!, 27 '• \ I N s CL BLOCK 1 E E 26 O 26 20 \ \\ Ooo oo co \\\\ \ 1 7 Co � 25 Q 30 25 O B v, g \ \\ A A O 1 B B I \\Oc0 \ N \ \\ I LEGEND 24 O4 24 O4 \\ \ I 5Lu \�\ F F > O \ \ BOUNDARY LINE a 23 O o0 23 a 1 O ao \ \\ \\ N O : Q \ \ I OFFSITE BOUNDARY LINE Cn \ \ \ I B vi 9A A O 22 A A O c\c \\ I PROPOSED LOT LINE -J,zz 00 00 �' U' \ I O FOUND 1/2 INCH REBAR ' BLOCK 6 s"w s"w w E. HIGH POINT ST. 21 14 7 > 21 > \ \� \\ 1 FOUND 5/8 INCH REBAR O O Q O 14 O z O \ \ I ® SPIKE B 1 20 BLOCK 3 O o 20 BLOCK 4 O \\ \\ O �d Cn �N Q Co \\\\ I PROPOSED IMPROVEMENTS vi \ \ I s s s SEWER LINE d° O2 19 O 19 ': O \\\\ I W W WATER LINE 7• 1 BLOCK 2 E E 18 d; 10 O0 18 d 10 \\\ c I O SEWER MANHOLE A A O , O O O \OHO II 2645 PROPOSED CONTOUR I Co Co Co(n \\\\O I d C' 17 d• 11 CA 17 ' Co EXISTING FEATURES } 16 3 12 16 12 \\ I I \ s s s SANITARY SEWER LINE Co CONNECT TO FUTURE w w WATER LINE 0D SANITARY SEWER MANHOLE. I \ C� C� A 15 13 � 15 13 N VINV: 2710.37 8" (N) 1 N \\ —G—G— c GAS LINE B 6 INV: 2710.37 8" (E) I \ \ —op—op— OVERHEAD POWER LINE O : B PI B d.' —pi pil Pi C —pi pi 8r.w .. s..w 8..w 8"W " r. \ GI Gl GRAVITY IRRIGATION LINE N \ SEWER MANHOLE 8"S 8"S 8"S 8"S 8"S 8"S c c � O E. TARGET ST. _ \ \\ wv \ � WATER VALVE B G G B B \ c c CONNECT TO FUTURE C \\ \O ® WATER METER SANITARY SEWER MANHOLE. I \ FIRE HYDRANT INV: 2709.46 8" (N) * 1 O O O O O O g O9 10 11 12 13 14 15 \ �Q,INV:2709.46 8" (S) w \ POWER POLE CONNECT TO FUTURE D D O O I 0 m POWER BOX A SANITARY SEWER MANHOLE. I (D V: 2709.91 8" (N) EP EP EDGE OF PAVEMENT IN d H Y J 1 1 C EG Ec EDGE OF GRAVEL A 16 17 O I O d• H H 42 41 40 39 38 37 ce 35 19 C C F F IL 34 20Co BLOCK? PRELIMINARY ENGINEERING NOTES s"w 8"ry 10 4 BLOCK 5 33 21 I 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL I I BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN cn w 32 m Pi —Pi-22 I IN S. LOCUST GROVE RD. AND THE PROPOSED 12" WATER MAIN IN E. LAKE HAZEL RD. X d I 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY w _ 31 s' 23 I WILL BE SERVED BY THE CONNECTIONS TO THE APEX SEWER TRUNK PHASE 3 PROJECT. Q A • A w L,. Co co d : > 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. z,o S cn 43 44 45 46 47 48 429 25 0� 9 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH 4 O O I THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 00 ro 28 26 Q I 5. ALL ALLEYS LOCATED WITHIN LOT 7, BLOCK 1, LOT 7, BLOCK 2, LOT 14, BLOCK 3, LOT 14, q I BLOCK 4, AND LOT 16, BLOCK 5 SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE 27 vi HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. ALL STREETS NOT '• �ks— ' rw d ' LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY m '3 8"S 8:'S &S' 8"$ ' s I ROADWAY CROSS—SECTIONS, SHEET PP3.1. N A Co I O O 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM o0 RETENTION FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE a 00 D D I n STORM RETENTION FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED DURING z 49 50 51 52 53 54 55 56 58 59 60 61 62 63 64 65 N FINAL DESIGN. w u G G 7. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL 9 O O DESIGN. Z I 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE z —' / s STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE O o 00 � O0 / CONNECT TO EXISTING IRRIGATION. 0 0o K `2 — _ — K , WATER MAIN. F J / 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED D / S DURING FINAL DESIGN. U o Y 12" 12"w 12"W "w 12" 12" 12" / ' \ 10. REFER TO SHEETS PP3.1 AND PP3.2 FOR STREET SECTIONS. CP E. LAKE HAZEL RD. _ wv i "w iz"w— Y OP OPT OPT OP OPT@P � oP I — _ APEX NORTHWEST SUBDIVISION z - - - -- , = MERIDIAN, IDAHO U 'I I I K J K I �� r� PRELIMINARY ENGINEERING O LL 0 1 I 0OC E N SF�Cry z 11 F O I ( . 16800o z 3 E N G I N E E R I N G o �0 q�F OF ��P !`� 9233 WEST STATE STREET y z z C K�NS BOISE,IDAHO 83714 a PHONE(208)639-6939 2 kmengllp.com z DATE: MAY 2020 ff PROJECT: 20-017 SHEET NO. J n W 0 a a 20' PL—PL 1' LANDING, TYP. ASPHALT PAVEMENT 3/4"—MINUS CRUSHED AGGREGATE BASE STREET SECTION A SCALE: NTS 60' RIGHT—OF—WAY 0.5' 16.5' TBC—CL 16.5' CL—TBC 3:1 MAX. 5' SIDEWALK 8' PLANTER PARK LANE—FL THRU LANE THRU LANE PARK LANE—FL 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LANDING, TYP. 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE STREET SECTION B SCALE: NTS 68' RIGHT—OF—WAY 0.5' 20.5' TBC—CL 20.5' CL—TBC 3:1 MAX. 5' SIDEWALK 8' PLANTER 'PARK 'LANE OUTSIDE LANE OUTSIDE LANE PARK LANE 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LAN D I NG, \\ \\ TYP. 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE STREET SECTION C SCALE: NTS 68' RIGHT—OF—WAY 0.5' 13' TBC—CL 20.5' CL—TBC 0.5' 3:1 MAX. 5' SIDEWALK 15.5' PLANTER 1 1' 9 8' PLANTER 5' SIDEWALK SLOPE TO OUTSIDE LANE PARK LANE EXISTING V IV 1' LANDING, \ /\\ \\\\\/j TYP. A\/ 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT—RUN SUBBASE STREET SECTION D SCALE: NTS 72' RIGHT—OF—WAY 0.5' 18' TBC—CL 27' CL—TBC 0.5' 5' SIDEWALK 8' PLANTER 6' 11.5' 11.5' 6' 9' 3:1 MAX. BIKE LANE OUTSIDE LANE OUTSIDE LANE BIKE LANE PARK LANE 8' PLANTER 5' SIDEWALK o SLOPE TO EXISTING m x N 1' LANDING, TYP. 6» VERTICAL CURB /\/\ AND GUTTER, TYP. ASPHALT PAVEMENT COMPACTED SUBGRADE 3/4"—MINUS CRUSHED AGGREGATE BASE z 6" MINUS PIT—RUN SUBBASE O 0 STREET SECTION E SCALE: NTS Z 77' RIGHT—OF—WAY APEX NORTHWEST SUBDIVISION z a0.5' 25' TBC—CL 25' CL—TBC 0.5' MERIDIAN, I DA H 0 0 3:1 MAX. 5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK PRELIMINARY STREET SECTIONS U SLOPE TO 6.5' 12' 12' _ 12' 6.5' EXISTING BIKE LANE OUTSIDE LANE TURN LANE OUTSIDE LANE BIKE LANE O �SS�ON A L ENG LL ENS /\/\/:/\/\/\ \ \ \ \ \ \//\//\//\//\\�/\/�� /' 16860 z \\ 1' LAND \\, \ \ \\ 511120 0 ' TM ,P / � \//\ /,\ /,\ /,\ /,\ /,\ \ \ \ \ \ \ \ \ ��/ \ �\ �\�\ \ \ \ \ /.\ /.\ /,\ /,\ /.\ /\ / �q� P� v E N G I N E E R I N G } 6 0 " VERTICAL CURB F OF !vim 9233 WEST STATE STREET Z AND GUTTER, TYP. COMPACTED SUBGRADE ASPHALT PAVEMENT C. DNS BOISE,IDAHO83714 a 3/4"—MINUS CRUSHED AGGREGATE BASE N C K PHONE(208)639-6939 6" MINUS PIT—RUN SUBBASE kmengllp.com z ff STREET SECTION F DATE: MAY 20 PROJECT: 20-01717 SCALE: NTS SHEET NO. J W 0 PP . a 87' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 21' TBC-TBC 18' MEDIAN 21' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LAN D I N G, TYP. 6" VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE STREET SECTION G SCALE: NTS 87' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTER 30' TBC-TBC 30' TBC-TBC 8' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1' LANDING, 6" VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE STREET SECTION H SCALE: NTS 87' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 15.5' PLANTER 22.5' TBC-CL 22.5' TBC-TBC 15.5' PLANTER 5' SIDEWALK SLOPE TO EXISTING 1 LANDTyP, .\ j,\\ Aj/Aj/\�j/\�j/\�j/\�j/\�j/\�j/\�j/\ 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE STREET SECTION SCALE: NTS 109' RIGHT-OF-WAY 0.5' 0.5' 10' SIDEWALK 8' PLANTER 26.5' TBC-TBC 19' MEDIAN 26.5' TBC-TBC 8' PLANTER 10' SIDEWALK 3:1 MAX. 11.5' 11.5' 11.5' 11.5' SLOPE TO OUTSIDE LANE TURN LANE TURN LANE OUTSIDE LANE EXISTING \\//\\//\\//\\//\\/\\/\\/\\//\\//\\//\\//\\� \ \\ r./fir. ,./ ,./r,. ,. ,. , , , , , i, ,. ,. ,. ,. ,. r. ASPHALT PAVEMENT 6" VERTICAL CURB 6" VERTICAL CURB, 6" VERTICAL CURB, 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. TyP' NP' 6" MINUS PIT-RUN SUBBASE STREET SECTION J SCALE: NTS 120.5' RIGHT-OF-WAY 0.5' 0.5' 10' SIDEWALK 8' PLANTER- 26.5' TBC-TBC 19' MEDIAN 38' TBC-TBC 8' PLANTER 10' SIDEWALK 3:1 MAX. 11.5' 11.5' 11.5' 11.5' 11.5' 3:1 MAX. SLOPE TO OUTSIDE LANE THRU LANE THRU LANE OUTSIDE LANE TURN LANE SLOPE TO EXISTING EXISTING d \// m \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ z ASPHALT PAVEMENT 9 6" VERTICAL CURB 3/4"-MINUS CRUSHED AGGREGATE BASE 6" VERTICAL CURB, 6" VERTICAL CURB, AND GUTTER, TYP. TYP. TYP. Z COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE z w 0 STREET SECTION K O 0 0 SCALE: NTS U a o 0 LL I- z APEX NORTHWEST SUBDIVISION z z V J MERIDIAN, IDAHO v PRELIMINARY STREET SECTIONS O z �S \o AL ENG L- ENSF� 'yF O 0 6860 It I 5/1/20 �o Q ENGINEERING �0 q�F OF ��P �� 9233 WEST STATE STREET 0 z y� C K�NS BOISE,IDAHO 83714 a PHONE(208)639-6939 z kmengllp.com z DATE: MAY 2020 ff PROJECT: 20-017 SHEET NO. J n W 0 PP . a