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PZ - Site Plan ■ - 6 • 'I _ - _ % ■ .. or 060 - ' J • _ , _ .ml• 7 7 0 - - IL ON m 1 •�i ■ 1 1 ■ Z J L19r •- 7 J • '1 Z -F L 16 ' ■ ol P4■ Lm �� _ f p pi ti # EEL or � �L L ; • i 4A .• _ 1 F L m9rlp no L ■■ _ r Nol L . . opdr AN-, - ■ ■ - • _■ _ 1• 7 ' 1 - — .p - i - 1 aw %L I- ■ 1 1 � z _ % , T ir L ■ 11 1 ' N . T . S . N S I T E CONTEXT MORGAN HOLDINGS & ��='= THE � L A N D 11 l�l�l DESIGN N G STONE HILL SEASONS A T M E R I D I A N �� �]����� ?larsrnng I L2,ndscap�Are�hileeture I Project Promciian ivICKiDIAN IDAHO PROJECT #20213 DATE : 11 . 24 . 2020 ©2020 NEWMAN GARRISON + PARTNERS . ALL RIGHTS RESERVED . THE CONCEPTS AND DRAWINGS ARE PROTECTED UNDER U . S . AND INTERNATIONAL COPYRIGHT AND INTELLECTUAL PROPERTY LAWS AND CANNOT BE USED IN ANY MANNER WITHOUT EXPRESS WRITTEN CONSENT . PROJECT DATA PARKING DATA - SITE SUMMARY PROJECT ADDRESS 2700 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 TOTAL PARKING PROVIDED PARCEL NUMBER S1117438451 BUILDING BUILDING TOTAL PARKING UNCOVERED / SURFACE CARPORT* TOTAL SITE AREA 692,168 SF (15.89 ACRES) COUNT REQUIRED PARKING PROVIDED PARKING PROVIDED PARKING PROVIDED PROPOSED GROSS DENSITY (360 RESIDENTIAL UNITS) 22.6 DU/AC BUILDING TYPES 1A AND 1 B 10 631 288 353 641 PROPOSED NET DENSITY (360 RESIDENTIAL UNITS) 40.3 DU/AC (NET SITE AREA = 8.92 ACRES) ACCESSIBLE PARKING 10 14 7 7 14 PARCEL BASE ZONING C-G TOTAL 631 295 360 655 COMPREHENSIVE PLAN MU-R PARKING RATIO 1.82 HEIGHT LIMIT (BASE ZONING) 65 FEET * 1 COVERED PARKING SPACE (DWELLING UNIT = 360 COVERED SPACES REQUIRED SITE LANDSCAPE BUFFER SETBACKS NORTH -FREEWAY 35 FEET EAST- R1 RESIDENTIAL LOTS 25 FEET TOTAL BICYCLE PARKING PROVIDED SOUTH- E OVERLAND ROAD 25 FEET BICYCLE PARKING REQUIRED (1 SPACE/ 25 PROPOSED VEHICULAR STALLS) 27 WEST- SWELLS ROAD 10 FEET TOTAL BICYCLE PARKING PROVIDED 36 TOTAL UNIT SQUARE FOOTAGE SUMMARY ( 10 TOTAL- BUILDING TYPES 1A/lB) OPEN SPACE - SITE SUMMARY UNIT TYPE SQ. FT. COUNT TOTAL SQ.FT. MIX PARKING REQUIRED RATIO PARKING TOTAL OPEN SPACE REQUIRED S1 (STUDIO) 488 SF 15 7,320 SF 4% 1.5 23 UNITS LESS THAN 500 SF- 150 SF/UNIT 2,250 SF Al (1 BEDROOM) 704 SF 120 84,480 SF 1.5 180 UNITS MORE THAN THAN 500 SF- 250 SF/UNIT 74,250 SF A2 (1 BEDROOM) 722 SF 45 32,490 SF 46% 1.5 68 UNITS MORE THAN THAN 1,200 SF- 350 SF/UNIT 16,800 SF B1 (2 BEDROOM) 1 ,092 SF 30 32,760 SF 2.0 60 TOTAL OPEN SPACE REQUIRED 93,300 SF B2 (2 BEDROOM) 1 ,136 SF 75 85,200 SF 42% 2.0 150 TOTAL OPEN SPACE PROVIDED B3 (2 BEDROOM) 1 ,136 SF 45 51 ,120 SF 2.0 90 POCKET PARKS 57,642 SF Cl (3 BEDROOM) 1 ,328 SF 30 39,840 SF 8% 2.0 60 AMENITYAREA 27,997 SF TOTAL RESIDENTIAL UNITS 360 333,210 SF 100% 631 DOG PARK 6,288 SF AVERAGE UNIT SIZE 926 SF PERIMETER LINEAR OPEN SPACE 63,741 SF COLLECTOR STREET BUFFER OPEN SPACE 9,817 SF ARTERIAL STREET BUFFER OPEN SPACE 15,228 SF TOTAL OPEN SPACE PROVIDED 180,713 SF PROJECT DATA MORGAN HOLDINGS & W_ ='� fiH E LAND N RRI DESIGN N G STONE HILL w p SEASONS A T M E R I D I A N �]���f Piarsning I L2,n4scape AOileeture I Project Promciian M E R I D I A N I D A H O 1p 2 PROJECT #20213 DATE : 11 . 24 . 2020 ©2020 NEWMAN GARRISON + PARTNERS . ALL RIGHTS RESERVED . THE CONCEPTS AND DRAWINGS ARE PROTECTED UNDER U . S . AND INTERNATIONAL COPYRIGHT AND INTELLECTUAL PROPERTY LAWS AND CANNOT BE USED IN ANY MANNER WITHOUT EXPRESS WRITTEN CONSENT . R 1 ONE 25 T) 6211-0)) 1 L# 4 7r-F 701 � ; 1 ----------- 1:: i i-----------i i i i ---- ------i i i 4-- ------ ------i ------i T i � b / /`- b � � II� iI I 45'ROW A - ----------- ------ 4_ t _ ------ ------------ ----- ----- ---------- E ---- ---- B1 S I ES V-Cr I------ -----I------ G R LL U n 1 NG F POOL Lj Lj L=j L=j K C C U L � E T P A Ft-K K E I v A_R L--A. lww \A/ B J I L U I N to r- � % i 0I I IN %�l H ---------- El El El El El El El El El El� N El El El El El El�Aq --------- it _N DOG El El El AMENITY -----I il �i/ C G Z 0 N E PARK COMPLEX El El El El El El Lu TI -SRI > b RASH IN 0 / �wH in co 6 F -------------- --------- Ib It —————————------------- ------ - ---------- ------- ----- ----------- ---- I--------------------------------------- --------------------------------------if — ---------- ------------------------------------------------- L------------- cf) ............ uj ---------- ---------- ------ B1 ------ ---- it ---------- ' / , I TII C B U I BUILDI NG I POCKET PA KET PARK POCKET I ARK I—":: � .i ,04'— U I L1311. I L D I N G RASH 26A* -S----- ES ----- ----- 31- 36- ---------- -------- -------- ---- --- ----- --------------- ------ ----- ------- - t---------- - ---- ------ -------- -71R . . . --- tI -------- . . . L----- ------- - --------- ----- --------------------------- —------------ ------ ------- ---------- ----------------------------------- - ---- - ------------------- ---------------- T o I o 1 76.431 SOUTH WELLS AVENUE 03 5 0 ' 100 , C - G ZONE PROPOSED SITE PLAN 5 i%q MORGAN HOLDINGS & gR4 T H E 5—,4ffd LA D NOK&IS DESIGN N G 9 SEASONS AT MERIDIAN tRA, STONEHILL GR UP Pianning I Lar4u�Bpe AKhilwum I Project Promolion ivi Lv< i DIAN , IDAHO PROJECT #20213 DATE : 11 . 24 . 2020 @2020 NEWMAN GARRISON + PARTNERS . ALL RIGHTS RESERVED . THE CONCEPTS AND DRAWINGS ARE PROTECTED UNDER U . S . AND INTERNATIONAL COPYRIGHT AND INTELLECTUAL PROPERTY LAWS AND CANNOT BE USED IN ANY MANNER WITHOUT EXPRESS WRITTEN CONSENT . Sheet Notes: `1 ��_� / I � � T H E I 1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE =/ zz I PRELIMINARY IN NATURE AND INTENDED TO .� L AN D I SHOW THE METHOD BY WHICH NECESSARY . UTILITY SYSTEMS CAN BE CONSTRUCTED TO _� G R O UP zi I I I I SERVE THE PROPOSED DEVELOPMENT AND ARE SUBJECT TO CHANGE. PRIOR TO I I i i CONSTRUCTION, DETAILED ENGINEERING PLANS z i i I I WILL BE PREPARED FOR REVIEW AND APPROVAL LO OVER LAND WAY SUBD IV IS I O N I I 1561 S LODER PL III N BY AGENCIES HAVING JURISDICTION. / — — — I I I FAZENBAKER FAMILY LIVING 1393 S LODER PL I ; 1477 S LODER PL I 1547 S LODER PL - I \ — — _ II 1435 S LODER PL TRUST 7/07/2016 I 70' Water Keynotes: # RJR HOLDINGS LLLP "�4" hR= CIRELLI JOSHUA A BULLARD ALAN 0 FOWLER MARY A .a: ; , Y APN:R6744800055 352.8 Y:: n±: APN:R6744800008 I APN:R6744800040 —\� 3 APN:R674 2 4 APN:R6744800020 — :,. _X 1. INSTALL 8 IN C900 PVC WATER MAIN, FITTINGS — �3 EG X EG S °08'32"E 9 0.83' —�^ 03 6 ---- EG J3 — — — VALVES AND OTHER REQUIRED ;2 �V-.- - - - - - - - - / 2654- '' .i. I APPURTENANCES PER ISPWC &CITY OF �� EG EG — — 03— =L_ — — 1 — — — — — \ MERIDIAN PUBLIC WORKS REQUIREMENTS. � S64°07'46"E 23.82' 7-4- 2 �0P — — � x T M 2 r, I � cn x x 5 6 I os 2. CONNECT TO EXISTING WATER MAIN STUB AT 4 / — — ELEV:2653.11' 45 ROW THIS APPROXIMATE LOCATION. ///�/ /� / moo // / _ --\ � � - - - - - - - - - - - -2653—t t - - - - - - - - - - - - - - - - 4 — _ - - I 3. INSTALL 2" BLOWOFF ASSEMBLY(FUTURE — — — of I WATER MAIN EXTENSION) PER CITY OF EVE PE 0 D x T1x x GRA TEL OM EASEME T MERIDIAN SUPPLEMENTAL SPECIFICATIONS EXCEP ION 19 &20 I Q 4 I os STD. DRAWING No.W13. -2653— J // / C— J— ® I I I 4. INSTALL FIRE HYDRANT PER CITY OF MERIDIAN I �, SUPPLEMENTAL SPECIFICATIONS STD. r�/FgS v DRAWINGS No. W8,W9 &W10. 4Z ED / Of] / ® S ®0 ® �ACHD P 117& Nil Sewer Keynotes: — 0 / _ ® X EXC 7&20 / ® I I I �, 1. INSTALL 8-IN SDR-35 PVC SEWER MAIN PER I I I," \ ISPWC &CITY OF MERIDIAN PUBLIC WORKS I II \ REQUIREMENTS. 2. INSTALL STANDARD MANHOLE TYPE A PER / 2"CMP E:2 _ // 0 /� ' — — I 2 N ISPWC SD-501. -2 / / A[ L,JLIU_Lv� U3 / ® R STU I � \ 3. CONNECT TO EXISTING SANITARY SEWER � / 3 / SS S MAIN STUB, MATCH INVERT ELEVATION OF ■� EXISTING PIPE. 2 3 I SSMH ® 0 1 � RIM:2653.68 4. INSTALL STANDARD SERVICE MARKER PER co � I I I \ ti v, 8"PVC IE-WST:2629.60 ISPWC SD 512. EL FIE 0 4 \ 8"PVC IE-EST:2629.70 4 6"PVC IE-NTH/STH:2629.80 4 / ® I I I: w �� Legend: "' 1 PO ER POLE I I \ W WATER MAIN C HI H OL R L W W W W W W W S W W W�W W W � W SS SANITARY SEWER MAIN Q Ob S� _— �� SS — S 2 1 2 1 I I V O SEWER MANHOLE 7 0 E O E ANfl� FTT � II W N 4 I FIRE HYDRANT ± �� N I I . tUJ / — — PC ENT o ® WATER MAIN VALVE E CE 0 &20 I & Jlf ET LOBV W Eil ® BLOWOFF HYDRANT ® ■� U3 ® I I • \ SSMH \ � v x I ® X 2 RIPVC IE-.41 O I • � 81IPVC IE-WST:2629.34 ® ® I Cn 8 PVC IE-EST:2629.44 w I ® _ I IxI II lI I I I ,F. nI I N don CA _ CZx HI O AGE4DWER P o c� <" = �� J co 5' ROW 1 CA � EPTION 12 p 1 650 Q � I I ® ® ® ® Q I i i E � CD � ILi � xl LU ® X X ® W I N W o I, I I CA NCD Imo — I ® g' 4 I Revisions I� II 4 x 1. x�' W I X x x ® x T -1 III I W W W W W W W Wad—W W W W�W/ WSW- W z `a L SCRI X W W � x I I I 1 EL N -30 - 29.30' Q Z 0 0° 5"E 9.19, "' I T O Cn co x x x x x x x W S 89°59'52"W 18.04' I w � Y — — — — — — — — /— — — — — — N00°24'05"E 1134.59' — — — — - — 4 —_ — — — ——I — — — — — — — — 11, V U) — — — — — — — — — — � II WI 2600 E OVERLAND RD 2 I I W I / WINCO FOODS LLC M M M M I M M IVA OF SEWER STUB \ V W I � APN:S1117438626 1 76.43' 1 1 :2652.6 SS SS SS SS SS SS SS SS S I Is SS SS W "CMP IE-WST:2648.9 2 1 r \` 2 3 3 15"CMP IE-EST:2649.3 SSMH c� UNKNOWN PIPE NTH RIM:2651.32 W l <<"„ 8"PVC IE-WST:2628.85 i 3 4 \� 811PVC IE-EST:2628.95 NOT FOR >< `" \IIIo 6" PVC IE-NTH/STH:2629.0 III i Cn o I I II _IIIHIGH VOLTAGE CONSTRUCTION II POWER LINE/POLE i N Project No.: 120124 Date of Issuance: 12.02.2020 I I I II Project Milestone: CUP I o ACHD SLOPE/IRRIGATION EASEMENT 5 o EXCEPTION 17 1 1 I N CUP Overall Utility Plan CUP - Overall Utility Plan 50' 100' �3 R Horizontal Scale: 1" = 50' C5mOO ��o