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CC - Pre-Plat VICINITY MAP : 1"=2,000' APEX NORTHWEST SUBDIVISION PRELIMINARY PLAT E. AMITY RD. APEX A PORTION OF THE SOUTH 1 2 OF THE SOUTHEAST 1 4 AND NORTHEAST 1 4 OF THE SUBDIVISIONORTHWEST PRE-PLAT SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOUNDARY Ilm 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 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 APEX SOUTHEAST COMMERCIAL LOTS 1 O SUBDIVISION PRE-PLAT LANDSCAPE COMMON LOTS (AMENITY LOT) 1 OPEN SPACE AREA BOUNDARY J PARKWAY STRIP 0.20 ACRES ARTERIAL BUFFER 0.38 ACRES LANDSCAPE COMMON LOT (AMENITY LOT) 1.43 ACRES TOTAL AREA 2.01 ACRES - - - - - - - - - - - - - - - - - - - RESIDENTIAL AREA J a SITE DATA o z:�] OEDa E. CRESCENDO ST. Q CURRENT ZONING R-4 PROPOSED ZONING R-15 COMPREHENSIVE PLAN DESIGNATION MU-C, MEDIUM DENSITY LA RESIDENTIAL, MEDIUM HIGH 0 DENSITY RESIDENTIAL I 0 27 27 0 BUILDABLE LOT AREA 17.93 ACRES 2 COMMON AREA 03.58 ACRES 0 0 0 1111 ROW AREA 10.01 ACRES BLocK1 TOTAL AREA 31.52 ACRES OVERALL LOT DATA 25 0 29 0 TOTAL LOTS 135 0 RESIDENTIAL LOTS 121 0 100 200 300z4 0 z4 � COMMON LOTS 14 0 Plan Scale: 1" = 100' MINIMUM PROPERTY SIZE 2,863 SQ. FT. ' 23 O9 O6 AVERAGE PROPERTY SIZE 3,885 SQ. FT. 23 O LL; RESIDENTIAL OPEN SPACE AREA 22 0 > 22 O > (R-15) PARKWAY STRIP 1.97 ACRES ARTERIAL BUFFER (50%) 0.16 ACRES LOCK E. HIGH POINT ST. > w O BLocK6 LEGEND B a BLO4 LANDSCAPE COMMON LOTS 2.19 ACRES 21 14 � O z1 14 � Q 0 � TOTAL AREA 4.32 ACRES Q = w vi a - - BOUNDARY LINE DENSITY a N GROSS DENSITY 3.84 UNITS/ACRE I 20 O zo vi OFFSITE PROPERTY LINE NET DENSITY 6.75 UNITS/ACRE O 19 0 19 O9 LOT LINE 2 OVERALL SITE B OCK2 - - - SECTION LINE SITE DATA � 1B 10 1s 10 R_$ ADJACENT PROPERTY ZONE '< ' < TOTAL SITE AREA 41.74 ACRES 0 v v 11 10 LOT NUMBER OVERALL LOT DATA O TOTAL LOTS 145 RESIDENTIAL LOTS 121 * 16 1z 16 12 COMMON LOTS 15 O C-C LOTS 10 QUALIFIED OPEN SPACE 0 1s 0 ' ' 0 SURVEY CONTROL NOTES ACREAGE OF QUALIFIED OPEN SPACE 6.33 ACRES PERCENTAGE OF QUALIFIED OPEN SPACE 15.17% 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 o 0 0 0 0 0 0 B 0 10 11 12 G o QUALIFIED OPEN QUALIFIED OPEN BLOCK # LOT # LOT AREA (SF) 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 0.00 36 1auj 4 14 10,930 0 0.00 4z 41 40 39 3a 37 0 19 I O 5 1 1,781 0 0.00 5 8 6,000 6,000 0.14 9 zo I BLOCK? C7 5 15 1,684 0 0.00 1 33 z1 w 10 u p BLOCK s 5 16 26,794 0 0.00 I <� J RESIDENTIAL (R-15) 32 22 z 5 17 870 0 0.00 Lu> I O 5 22 2,800 2,800 0.06 X 31 z3 Q 5 27 873 0 0.00 "' N 5 32 43,797 43,797 1.01 Q 0 24 Q 9 � 5 57 30,709 33,835* 0.78 N 43 G 0 a 0 4s z9 zs vi PARKWAY 66,311 1.52 za z6 I COMMERCIAL (C-C) o TOTAL 152,743 3.51 a 27 O X * AREA INCLUDES 50% OF BUFFER ALONG E. LAKE HAZEL RD. MEASURED FROM BOC N O U 2 O 49 s0 s1 62 63 s4 ss 66 sS 69 60 61 62 63 64 66 H 1 I O O u 1 _ z 0 w 67 O w _ o E. LAKE HAZEL RD. U 0 0 N APEX NORTHWEST SUBDIVISION `n a z z Y I = I MERIDIAN, IDAHO Ov COVER SHEET DEVELOPER/OWNER 0 BRIGHTON DEVELOPMENT INC. 0 2929 W. NAVIGATOR DR., SUITE 400 c�S\ANAL fN�+ MERIDIAN, IDAHO 83642 0�� \�ENS PHONE: (208) 378-4000F 'LAC. CONTACT: JON WARDLE O EMAIL: jwardle@brightoncorp.com 16860 z 511120 0 3 E N G I N E E R I N G ENGINEER/SURVEYOR OF \�P 9233 WEST STATE STREET ENGINEERINGKM 9233 WEST ST TE STREET y� �/ C. K�N� BolsE,IDAHO 83714 Q BOISE, IDAHO 83714 PHONE(208)639-6939 PHONE: (208) 639-6939 kmengllp.com z CONTACT: LACHLIN KINSELLA, P.E. Digitally signed by DATE: MAY2020 EMAIL: Ikinsella@kmengllp.com s Lachlin C Kinsella, P.E. PROJECT: 20 017 v J Date: 2020.05.01 SHEET NO. W P P 1.0 14:00:48 -06'00' a \\ 2 0 80 160 240 Z \ Plan Scale: 1" = 80' \ \ \ E O�1�9 OP d \ co _ Q d 10j- \ O Qd ` \\ 5 \ \ \ \ \ \\\ ?�4 / \ j TOP d A \ � 4 \ \ \ -27 \ \ \ \ 44 \ `SO � \ x \ \ PROJECT BOUNDARY \ \ X \ \ \ \ \ \ \ \ \ \ STOP AHEAD SIGN \\ \ \ I c \ r i \ \ ri \ \ \ \ \ \ \ \ \ \ > SPEED LIMIT \ \ p 45 MPH SIGN \ \ c \ LEGEND \ EXISTING FEATURES \ \ v ?> \ \ \ s s s SANITARY SEWER LINE w w WATER LINE O \ \\ \\ c c c GAS LINE c —op—op— OVERHEAD POWER LINE \ \ x \ \\� GI Gl GRAVITY IRRIGATION LINE \ 1 \ ADOPT A \ \\ 0 SEWER MANHOLE \ \ HIGHWAY LITTER \ \ wv \ \ x CONTROL SIGN \ \ N WATER VALVE \ \ ® WATER METER \ \ \ \ FIRE HYDRANT 2734 \ \ POWER POLE a N I \ POWER BOX \ \ EP EP EDGE OF PAVEMENT x o I \ \ - \ ED ED Q \ EDGE OF DIRT Z 0 w \ \ X1 \ SPEED LIMIT I I O o \ 50 MPH SIGN\ STOP SIGN I I STOP SIGN \ U a \ o - EP TOE Tn TOE OE TO X ice_ EP EP EP P E. LAKE HAZEL RD. : E E P EP EP 12 v�P 1 w 1 1 12 W d3 EP Ep FP FP EP EP EP EP Of, Op P OP —uFP EP _ APEX NORTHWEST SUBDIVISION z \?�3 MERIDIAN, IDAHO Ov / \ INTERSECTION AHEAD SIGN \ 8 STOP SIGN ADOPT A SPEED LIMIT EXISTING CONDITIONS o I I \ STOP AHEAD SIGN \ STOP SIGN O HIGHWAY LITTER z I m 50 MPH SIGN O F \ I CONTROL SIGN X I m \ \ S\ONAL fN \ V'l I _0 \ oQ�S\'\CENSFDG�y� z I I m 0 O 9 LA II I NQ \ 50PEED I GIN I \ \ 16860 m z II I 1 I 3 II I I \ I 5/1/20 �o Q E N G I N E E R I N G DNS II I I m M �� lF OF !vim 9233 WEST STATE STREET BOISE,IDAHO 83714 I C. K I PHONE(208)639-6939 Q Z m I I � kmengllp.com z I � I \ I I DATE: MAY 2020 PROJECT: 20-017 SHEET NO. J W 0 0 N LL o 00 co E. CRESCENDO ST. \\ \\ 00 20.00' \ \ 0 60 120 180 25.92 37.97 ' 2000'. 25.91' 20.00' 25.92' \ \\\ Plan Scale: 1" = 60' 95.83' 25.92' 25.91' 0 0 O 88.50' 88.50' 88.50' 88.50' \ \ 560.52' Lo I M t 00 5275 SF IN Lo in , O in O c6 \ \\ \ \\ 25.^ r- � 2 68'M rj n r 'n 120.00' M 5,533 SF 5,533 SF 6 6 5,533 SF 5,533 SF0 0 o O o M M M \ \ \ \ 4,800 SF 105.00' 105.00' 105.00' 105.00' \ \ 00 26 0 0 2 0 0 26 0 00 2 00 \\ \\ 0 120.00' o 0 0Nt 4,800 SF 0 4,200 SF 4,2000 SF 4,200 SF 4,200 SF \ \ \ \ 5 0000 SF o 3 N a 105.00' 0 0 105.00' - 0 105.00' 0 0 105.00' 0 \\ \\ 25 0 0 3 0 00 0 25 0 0 3 0 \ \ 0 120.00' I o 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ \ 0 BLOCK 1 4O 0 4,800 SF 0 0 LANDSCAPE STREET \ \ \ \ � � 105.00' 105.00' 105.00' 105.00' \ \ BUFFER EASEMENT 00 24 4 0 0 0 0 0 \ \ 120.00' 0 0 0 0 0 0 0 G) 0 \ \ 0 5 0 4,200 SF 4,200 SF 4,200 SF � 4,200 SF \ \ \ \ '' 105.00' 105.00' 105.00 105.00 \ \ 4,800 SF \ \ 00 23 0 0 5 0 0 0 0 0 \ \ 120.00' 0 0 0 0 0 0 0 0 23 0 0 O 0 \ \ I 38.5' o `n 4,200 SF 4,200 SF 4,200 SF 4,200 SF \ \ Lo 00 O \ \ 105.00' 105.00' 105.00' 105.00' 5,342 SF o o 0 0 o 0 0 0 \ \ 0 22 0 o O o 0 22 0 0 O o \ \ 103.50' � ui o 0 \ \ 25.92' 4,200 SF 4,200 SF 4,200 SF 4,200 SF > o u? \ \ 20.00' BLOCK 3 w BLOCK 4 Q r- � BLOCK 6 \ \ 0 105.00' 0 0 105.00' 0 > 0 105.00' 0 0 105.00' 0 O �n un \ E. HIGH POINT ST. Q O 14 O O O \ \ 20.00' 0 21 14 0 O o a o 21 o O o 7 o Q 1 2 \ 0 25.91' 4,200 SF � 4,200 SF 0 4,200 SF 4,200 SF °C 314,894 SF \ \ I Lo o _ 8,877 SF 10,930 SF 2 10,930 SF a 103.50' 105.00' 105.00' vi 105.00' 105.00' Q \\ \\ 0 0 0 0 0 0 0 0 0 vi \ \ o O 0 0 20 0 0 O o 0 20 0 0 O 0 \ \ 5,342 SF 0 4,200 SF 4,200 SF 4,200 SF 4,200 SF \\ \\ `V 105.00' 105.00' 105.00' 105.00' \ \ 0 120.00' I 0 0 19 0 o O9 0 0 19 0 0 9 0 \\ \\ 0 0 o o \ Q 4,200 SF 4,200 SF 4,200 SF 4,200 SF 4,800 SF x \ \ a- 105.00' 105.00' 105.00' 105.00' 0 120.00' Q 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 10 0 0 1$ 0 0 0 0 0 0 0 0 0 0 0 a 0 0 BLOCK 2 O3 \ N 4,200 SF 4,200 SF 4,200 SF 4,200 SF 0 qt 4,800 SF 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 0 0 0 0 0 \ 0 0 0 0 o O o 0 17 0 0 11 0 \ 0 O 0 4,200 SF 4,200 SF 't 4,200 SF t � 4,200 SF 't 4,800 SF 72' '60 105.00' 105.00' 60 105.00' 105.00' \ 120.00' 00 0 0 0 0 0 0 O 0 0 16 12 16 12 0 0 0 0 0 0 0 0 0 O 0 4,200 SF 4,200 SF 4,200 SF 4,200 SF 4,800 SF 120.00' 105.00' 105.00' 105.00' 105.00' N �� ^ I \ � to N \ `o O 15 M M 13 c6 co 15 N N 13 ri ri 26.16' 5,383 SF I 5,574 SF `-) 5,582 SF 5,582 SF `n `n 5,574 SF 96.00' 98.50' 98.50' 96.00' 111.00' 14.14'—"* 567.81' 20.00' 14.14' 10.21' ' 20.00' 14.14' 7.51' 20.00' 14.14' 10.21 E. TARGET ST. 00 9.00' 8.00' `o If 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' 0 219.99' 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 30.00' 30.00' 0 REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A 0 0 0 0 0 0 0 0 0 0 0 o 0 0 3.50' 3.50' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I C7 BUILDING PERMIT AS MODIFIED BY THE APPROVED PUD. 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 16.00' ~ Ln °' 1 0 2 0 3 0 4 0 5 0 6 0 7 6,000 SF o 9 0 10 0 11 0 12 0 13 0 14 0 15 2. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED 0 O O O ( O O O O O O O O 0 0 rn I uO 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 0 17 98' O M O J 3. IRRIGATION WATER HAS BEEN PROVIDED FROM BOISE-KUNA IRRIGATION DISTRICT IN 17.02' 0 22,094 SF 21,557 SF I `n COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE 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 I SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN REQUIREMENTS. 20.00'--,,.., 19.51' 19.53' 20.00' 140.98' 24 q t�6' 71.99' 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' `�' 17 870 SF 0 1 WHICH STATES 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 10.02' 0 93.48' 93.46' 0 10.00' N 0 185.76' 160.10' THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OF PUBLIC, BY ANY CHANGED 0 2,863 SF 1 1.03' 1 1.02' 0 62,333 SF CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS of 36 18 2,863 SF N C14 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 o I SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT 0 100.00' o 0 100.00' o o 0 0 0 0 0 0 0 0 0 0 �� OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION 0 0) 2,900 SF 35 of ai 19 2,900 SF of 42 41 40 39 0 38 0 37 N N N O N l THEREOF. 87' 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF o 100.00' o 0 100.00' 0 38.5' g8' 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT 2,900 SF 34 20 2,900 SF WILL BE IN EFFECT FOR THIS SUBDIVISION. 39.00' 34.00' 34.00' 34.00' 34.00' 39.00' N N N N o 100.00' o 0 100.00' 0 25.91' 90, 10 O I o 6. DIRECT LOT ACCESS TO S. LOCUST GROVE RD. AND E. "COLLECTOR" ST. IS PROHIBITED. o0i 2,900 SF 33 0 0 21 2,900 SF 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 LOT 16, BLOCK 5 ARE PRIVATE ALLEYS AND SUBJECT TO A BLANKET UTILITY EASEMENT FOR 0 0 100.00' 0 o 100.00' "oo > THE CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC N � 32 00 � 22 2,800 SF 0 z 0 6 LANDSCAPE STREET I UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS ui N 43,797 SF N N O N 0 0 118$ BUFFER EASEMENT AND EGRESS OVER SAID LOTS AND SAID PERPETUAL EASEMENT SHALL RUN WITH THE LAND. > 0 100.00' 0 0 100.00' 0 I MAINTENANCE FOR SAID LOTS WILL BE PROVIDED FOR IN THE COVENANTS, CONDITIONS AND Z Q o 0 0 o Q RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE o w N 2,900 SF 31 N N 23 2,900 SF N o a o 15.43' I 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 0 100.00' o 0 100.00' o SHALL MEET THE MERIDIAN CITY CODE 1 1-3F. o vi 2,900 SF 30 q ooi 24 2,900 SF vi BLOCK 7 a N N N N 3.50' 0 �d� i 8. LOTS 1, 8, 15, 32, 57, BLOCK 5 ARE COMMON LOTS AND SHALL BE OWNED AND z w o 0 0 0 0 0 0 0 100.00' 0 0 100.00' 0 25.92' o00 9 9• MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. O (, o 0 0 0 0 0 0 2,900 SF o 0 0 0 0 0 0 0 0 o rn 29 rn ai 25 2,900 SF 0 ri 38,900 SF g 0 0 0 0 0 0 0 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. S 3,900 SF 3,400 SF 3,400 SF 3,400 SF 3,400 SF 3,900 SF o 100.00' 100.00' 0 o U 0 0 2 863 SF 2,863 SF 0 1 1.02' N a 10.00' N 93.46' 28 11.03' 26 93.48' N 10.05' 39.00' 34.00' 34.00' 34.00' 34.00' 39.00' 27 873 SF 16 26,794 SF 140.99' 24,6 �R4� 20.00' 19.53' 19.51' 72.°'' 20.00° 5 APEX NORTHWEST SUBDIVISION `n 31,649 SF I z 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' o $ I N MERIDIAN, I DA H O O z 10.00' g N 42,851 SF 165.00' 129.60' N I PLAT LAYOUT U o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I OC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S\pNAL E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N g I M �49� 50� 51� 52� 53� 54� 55� 56� rn 1jc, �58 59 60 61 62 63 64 65 0 0 of ��trE N SFD tic. 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 I 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 2,900 SF 7 00i O �� Q� �� O 21,286 SF 0 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' � 25,213 SF 16860 z LANDSCAPE STREET N BUFFER EASEMENT � S/1/20 0 3 � E N G I N E E R I N G 0 57 D�y1 9� qTF OF ��P !vim 9233 WEST STATE STREET z 12.41' 0 12 72' 16.81' 'S'��N K�NS BOISE,IDAHO83714 > I 162.79' 30,709SF 12.41' — — — — — — — — — Q — — — _ 165.00 239.50 C. PHONE(208)639 6939 a 115.00' — — 226.46' 144.83' kmengllp.com z DATE: MAY 2020 g it) to PROJECT: 20-017 SHEET NO. J LJJ S. LOCUST GROVE RD. a EG \\\\\ 0 80 160 240 Plan Scale: l" = 80' H \ \\\ \ — — — — CONNECT TO EXISTING \ \ WATER MAIN. B \ G Op` g"W g"W g"W 8.1 1 _8-W_ $"W $ W s"w s w ©8"w� E. CRESCENDO ST. 8„S o p 8"SPi B 00 1\1 IA d O � • Co [PI I H \ \ G 00 Cn 27 O cn 27 ' O Cn \\\\ \ I \ \ ' O \ BLOCK 1 E E 26 \ 26 2O \\ c c \ 7° N 25 s 3O n 25 O g Co \ \\ cn B \ ' \ \ I LEGEND � 24 4O 24 \4 \\ \ I 5 > \�\ \ F F O \ c Q ' \ \ BOUNDARY LINE 23 \ 00 23 \ oo \ \\ \\ N ON Q g \ \ I OFFSITE BOUNDARY LINE \ \ \ I s ° B vi 22 A as A \ � 22 A ,: A \ \\ c\c \\ I PROPOSED LOT LINE 00 O FOUND 1/2 INCH REBAR 8"W 8"W u.i BLOCK 6 \ I N E. HIGH POINT ST. w > \ \ OO FOUND 5/8 INCH REBAR 21 14 7O Q 21 14 \7 z 2O \ c \ I s w�, O \\ \ \ ® SPIKE B 1 20 BLOCK 3 O o 20 BLOCK 4 O aac \\ c c \\ I O 02 Q \\\\ I PROPOSED IMPROVEMENTS N \ c c \ I S S S SEWER LINE \ 19 O 19 O \\\\ I w w WATER LINE 7 0 E E 18 '; 10 18 10 � \\\ \c I I J 26 BLOCK 2 SEWER MANHOLE 10 A A O '• \ c c I 45 PROPOSED CONTOUR Co \\\\\I �' ior \ EXISTING FEATURES s s s SANITARY SEWER LINE 00 � S�NITARY SEWERNNECT TO TURE MANHOLE. \ w w WATER LINE O0 °0 INV: 2710.37 8" (N) 1 N c c c GAS LINE O 13INV: 2710.37 8" (E) \ \ B PI B I B '°° C c \ —OP—OP— OVERHEAD POWER LINE B.,W 8.. B..W 8„W g"W g•�w B..W B..W 4 -N \ \ ci ci GRAVITY IRRIGATION LINE N \81'S 8"S 8"S 8"S 81'S 8"S SEWER MANHOLE � � � S E. TARGET ST. \ \\ ,�,� \ � WATER VALVE B G G B B \ c CONNECT TO FUTURE C \\ \ ® WATER METER SANITARY SEWER MANHOLE. I \ FIRE HYDRANT INV: 2709.46 8" (N)INV:2709.46 8" (S) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I \\\ POWER POLE OO O O ui CONNECT TO FUTURE D D O O I m POWER BOX A SANITARY SEWER MANHOLE. I C7$ EP EP EDGE OF PAVEMENT$ INV: 2709.a91 8" (N) Co I N .•c. 9•p d J N ' ' '• O I v Ec Ec EDGE OF GRAVEL A 16 17 1 I O d° H 00 H 42 41 40 39 38 37 � 35 19 C C F F 34 20 C BLOCK7 I PRELIMINARY ENGINEERING NOTES s'w a'w®� 10 4 BLOCK 5 33 21 I 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN cn °° > Lu 32 Co 22 I I IN S. LOCUST GROVE RD. AND THE PROPOSED 12" WATER MAIN IN E. LAKE HAZEL RD. �, 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 °D oo d > 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED Q I DURING FINAL DESIGN. . 1 43 44 45 46 47 48 00 29 25 0� 9 I 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH O O I THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 28 26 v�i I 5. ALL ALLEYS LOCATED WITHIN LOT 7, BLOCK 1, LOT 7, BLOCK 2, LOT 14, BLOCK 3, LOT 14, A 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 O I + LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. SEE THE PRELIMINARY &S° ROADWAY CROSS—SECTIONS, SHEET PP3.1. N A D O 6. STORM DRAINAGE FROM THE PRIVATE ALLEYS SHALL BE COLLECTED AND ROUTED TO STORM �d Z O0 RETENTION FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE 0 00 O O O O O O O O O O O O O O O O D D STORM RETENTION FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED DURING 49 50 51 52 53 54 55 56 58 59 60 61 62 63 64 65 I FINAL DESIGN. w u G G 7. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL 9 O O DESIGN. w I III 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE z —' / STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE o cn o0 57 °0 / CONNECT TO EXISTING IRRIGATION. 0 00 K J - - _ K - - - - _ WATER MAIN. Pi �pi Pi o / 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED D / g DURING FINAL DESIGN. U oN Y 12" 12"w 12' _ 2" " �yyly A„ A�,w�., 10. REFER TO SHEETS PP3.1 AND PP3.2 FOR STREET SECTIONS. EP EP EP t E. LAKE HAZEL RD. 1 N _ 1 "w 12"w z APEX NORTHWEST SUBDIVISION `n OP OP OP OP OP �P OP z Y OP = MERIDIAN, IDAHO 0 oI I I K J K \ �� PRELIMINARY ENGINEERING U 0 Z I I S�pNAL fN ILL 3 -01 I �oF�'S��C E N SFD c14F z 11 Q 0 168 00 z ENGINEERING OF ��P (`� 9233 WEST STATE STREET 0 C K�NS BOISE,IDAHO 83714 z PHONE(208)639-6939 kmengllp.com z DATE: MAY 2020 PROJECT: 20-017 SHEET NO. J W 0 PP3.0 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' 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 C SCALE: NTS 68' RIGHT—OF—WAY 0.5' 13' TBC—CL 20.5' CL—TBC 3:1 MAX. 5' SIDEWALK 15.5' PLANTER 11 9 8' PLANTER 5' SIDEWALK SLOPE TO OUTSIDE LANE PARK LANE EXISTING //\//\ 1' LANDING, Xj\/\ TYP. i% 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 z /� /�/�\�/\//\// 1' LANDING, /\� /\ //\ 9 6'$ VERTICAL CURB AND GUTTER, TYP. ASPHALT PAVEMENT COMPACTED SUBGRADE w 3/4"—MINUS CRUSHED AGGREGATE BASE z 6" MINUS PIT—RUN SUBBASE O 0 STREET SECTION E SCALE: NTS APEX NORTHWEST SUBDIVISION `n z 77' RIGHT—OF—WAY z a0.5' 25' TBC—CL 25' CL—TBC o.5' MERIDIAN, I DA H O O U 3:1 MAX. 5' SIDEWALK 8' PLANTER 8' PLANTER 5' SIDEWALK PRELIMINARY STREET SECTIONS Z SLOPE TO 6.5' 12' 12' 12' 6.5' w EXISTING BIKE LANE OUTSIDE LANE TURN LANE OUTSIDE LANE BIKE LANE O z U_ w SS�ON AL f Nei�' /\\ ENS FD O 1' LANDING, /\ / \ //\ \ \ \ \ \ \/\/\/\/\/\/\/\ \ \ \ \ \ \ \//\//\//\//\\//�//\ / 16860 W \\��\�/\\/\\/ /\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \ \ \\/\\/\\/\\/\\/\/\\/\\ \\��\�\ S/1/2o ENGINEERING I TYP /�� �\//\//\/�\/�\/ \/��/ \ \/\\ \//\//\//\/�\//\//\//\//\ \ \/\ \\ /�/�\/�\/�\/�\6" VERTICAL CU 9� qTF OF ��P lv� 9233 WEST STATE STREET z RB ASPHALT PAVEMENT S BOISE,IDAHO 83714 } AND GUTTER, TYP. COMPACTED SUBGRADE �//v C KEN Q a 3/4"—MINUS CRUSHED AGGREGATE BASE PHONE(208)639 6939 6" MINUS PIT—RUN SUBBASE kmengllp.com z STREET SECTION F DATE: MAY 2020 a PROJECT: 20-01717 SCALE: NTS SHEET NO. J W 0 0 N LL 87' RIGHT-OF-WAY 0.5' 0.5' 3:1 MAX. 5' SIDEWALK 8' PLANTERS 21' TBC-TBC 18' MEDIAN 21' 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 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' LAN D I N G, /\ /\ TYP. \ /�\/\\/j�\/j�\ /\/jj /\//\//\//\//\//\/r�\/r�\//\//\//\//\// r / / / / / /� \ \/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 I 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 \\ \\�\\/\\ //i \//\//\//\ // 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 \//\ \//\// //\\//\\ \ \\ \ \\ \\ // o ASPHALT PAVEMENT 9 6" VERTICAL CURB 3/4"-MINUS CRUSHED AGGREGATE BASE 6" VERTICAL CURB, T6YP ERTICAL CURB, AND GUTTER, TYP. COMPACTED SUBGRADE 6" MINUS PIT-RUN SUBBASE z 0 STREET SECTION K O U SCALE: NTS o 0 APEX NORTHWEST SUBDIVISION `n Z z z Q MERIDIAN, IDAHO U PRELIMINARY STREET SECTIONS O Z ASS\ANAL fNcy �oF ENSFD z Q 0 16860 3 w E N G I N E E R I N G � S/1/20 0 o �C� qTF OF !vim 9233 WEST STATE STREET C K�NS BOISE,IDAHO 83714 z PHONE(208)639-6939 kmengllp.com z DATE: MAY 2020 PROJECT: 20-017 SHEET NO. J W 0 0 N LL