Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
CC - Pre Plat Rev 7-7-17
SITE DATA h �GENSFp �V` PRELIMINARY PLAT FOR • O ADA COUNTY PARCELS S1107223070 SUBDIVISION BOUNDARY SETBACKS LEGEND Q TOWN HOM ES OFF MAIN SUBDIVISION FRONT SETBACK 10 FEET ��; - .: 16970 S1107223065 J - - SUBDIVISION BOUNDARY S1107223082 0 SECTION 7, TOWNSHIP 3 NORTH, RANGE 1 EAST PUBLIC RIGHT-OF-WAY S1107223085 REAR/SIDE SETBACK 5 FEET E. 2 112 ST o qTF of Of S1107223090 INTERIOR SETBACKS �'iNNE M GFzP� U) BOISE MERIDIAN ROAD CENTERLINE S1107223100- r= S1107223125 `l) MERIDIAN I DAHO - - - - - - - - BUILDING SETBACK LINE S1107223150 INTERIOR DRIVE AISLE 5 FEET S1107223160 w J 2O1 7 PROPOSED LOT LINE ALL OTHER INTERIOR LOT LINES 0 FEET a iL Y - - - - EXISTING LOT LINE SITE AREA = 121,504 SF (f2.79 ACRES) PARKING ANALYSIS w N. MAIN ST Oj LOT NUMBER CURRENT LAND USE ZONE: C-C AND R-15 GARAGE PARKING 100 (TWO CAR GARAGE PER UNIT) LL PROPOSED LAND USE ZONE: 0-T (OLD TOWN DISTRICT) STREET PARKING (2 1/2 STREET) 14 STALLS W «, J Z ON SITE PARKING 20 STALLS (2 ADA) O v I TOTAL PARKING 134 STALLS (2.68 STALLS/UNIT) N. MERIDIAN RDLLI A J o = 0 10 20 40 60 LOT SUMMARY W z Z NOTES O W NUMBER AREA (SF) % Z Q SCALE: 1" = 20' W 1. LOTS 8 AND 56 ARE DESIGNATED TO PROVIDE A BLANKET VICINITY MAP BUILDABLE LOT 50 52809 43 > z� Q EASEMENT FOR LOT ACCESS AND MAINTENANCE OF THE CITY OF SCALE: 1"=500' ' w cC PRIVATE DRIVE AISLES 2 38856 32 MERIDIAN SEWER AND WATER MAIN LINES. ---- ' w m u COMMON LOT 5 29839 25 LLI J V TOTAL 57 121504 100 � CO J 804 W. RICHMOND STREET V Q m BOISE, ID 83706 00 W a u,j a Ph: (208) 946-3874 w NE 2 1 /2 STREET (PUBLIC) Lo 0 U N 2 3 Lu 04 \ r- U 3 Q OLL. to \ - - - Q - - Z - - - - - - - - - - - - - - - �- o - - - - - 0 O Ld Z 0 H m O Lo C7 w = ow z H o (9 =(N O Z Q o Y O �Q o 0 N a 0 0 U I (n OQ I m� N N W H o0 W 0 N _ - - N - - - - S - - - - - - - - 5.00' zO o -T S00'06'40"E 482.12'0 - - - - o 133.35' 25.00' 293.77' 25.00' N c0� U Of w o - - - - - 1778 SF rn a - - - ' - - - - - - - Ln 1.1 0 - - - - - - - - - - - - - - - - - - - - - - 20.19' - - 20.19'- - -20.09' - a 20.09'- 20.19 20.19' 20.19' 20.19' 20.09' 20.09' 20,19' 20,19' 20,19' 20,19' 20,09' 20.09' 20.19' 20.19' o U) Z I z LLi 0 I 0 b I I N Q = I I I I I I w Z r- I 15 z 5.00 0 0 0 0 0 o O 0 0 0 0 0 010 O ui 00 Ln u� I Ln Ln � � � � � u� Ln u� I oo Ln �2 Lq 03 Ln ® Lq 05 `� © �' �7 I 15.00' �9 10 11 12 13 14 5199 SF 16 17 18 19 20 21 15.00 Q I (V N N N cV N N N I N N N N N N N N N N O Lo 0 Ln I II z U I 1055 SFLo 1060 SFLo 1060 SF 1060 SF 1060 SF 1024 SF 1054 SF 1060 SF 1060 SF 1060 SF 1060 SF 1055 SF 1055 SF 1060 SF 1060 SF 1060 SF 1060 SF 1054 SF o I I I I Lu 0 I I I I ry � I I I I I I I I I I // I I I I O DESIGNED: C. GRAHAM O v \c'6+`,�' I I � I I DRAWN: C. GRAHAM cn I �20.19 9 � I CHECKED: C. GRAHAM 20.19 20.19 = G=5. 5' L-5.05 I r I APPROVED: C. GRAHAM O I O I I I ' 0 I I I I I I _0 N N. GLADEWATER LANE I I PREPARED FOR: I I (I I PRIVATE) I I I 0) INFLECTION DEVELOPMENT LLC R I I I I CV w 2832 S PORTSIDE AVE I 20.09 20.19' 20.19' 20.19' 20.19' 5.09' ,1696, 5.00 20.09' 20.19' 20.19' 20.19' 20.10' 35.26' 20.09' 20.19' 20.19' 20.19' 20.10' 5.00' I BOISE, ID 83706 z 6.55' I I I I 1 3 (208) 447-91 14 I I �� I I I I I I I Lo Lo Ln N Z o I Y 10 0 0 ' 0 0 0 I I 0 0 ' 0 0 0 ' 0 0 I 0 0 0 0 0 ' 00 Sri I �' 22 �' 23 `� 24 �' 25 �' 26 `� 27 �' 35 `� 36 �' 37 `� 38 `� 39 `� - 41 42 43 IN 44 45 � ' I N O y N N N N N (V �"� 5.00' N N L�l N N N N N N CV N N v Ln In In Ln Ln Ln Ln Ln Ln Ln Ln 0 - N I 1055 SF 1060 SF 1060 SF 1060 SF 1060 SF 1024 SF uj 48.50 1055 SF 1060 SF 1060 SF 1060 SF 1055 SF - - 1055 SF 1060 SF 1060 SF 1060 SF 1055 SF 48.50 V_1 wLo 1 I I I •� 1 i I I I I I 0 00 p I I I 7.00' EXISTING CROSS o ACCESS EASEMENT 20.09' 20.19' 20.19' 20.19' 20.19' 20.09' 20.09' 20.19' 20.19' 20.19' 20.10, 20.09' 20.19' 20.19' 20.19' 20.10' Z m I I 1 c/� o LQ Ld I I I O I I O I W I Z O 40 N 0) Z _ � I N 28 0) ® N I 10721 SF I N I Q � 0 In 4749 SF I 36019 SF I J .-. 5.00 BUILDING _ z Ll) II i I W W SETBACK z W w 20.09' 20.19' 20.19' 20.19' 2I.10' 20.09' I 20.19' 20.19' 20.19' 20.10' I a 5. Q 00 BUILDING I _ SETBACK 1 20.09' 20.19' 20.19' 20.19' 20.19' 20i 09' I I I I Q 1 i ' I I I W � I I I I O(10 w z I I I J � I I I cLn � o z:UJ II N 34 a In O48 N N O N I1 N O N N I II O„„ 0 0 O O J Ln un Ln LnN 49 LnN Ln n un Ln n 54 cN u� S00 0536 E 56_74' N N NO O O O O WL n4O47 Ln InN 33 nN 32 U7 Ln u• 1055 SF 1060 SF n 1060 SF Ln 1060 SF 0 1055 SF Ln Ln 1055 SF 0 060 SF Ln 1060 SF Ln 1060 SF Ln 1055 SF N N N J In In Ln In Ln Lf•) W ... I I I L - - - - - - - - - - - - - - U) i I 1055 SF 1060 SF 1060 SF 1060 SF 1060 SF 1024 SF I 1 I ry "' I Ico Z N ` wIu) 5 U) 5.21' I I 5.00' 20.09' 20.19' 20.19' 20.19' 20.10' 35.26' 20.09' 20.19' 20.19' 20.19' 20.10' 5.00' J I 12 I I O 5; 20.09' 20.19' 20.19 20.19' 20.19' 5.09' 60 c � z U 1 0`1 I I I I U-) 1 I COMMON DRIVE m m 04 o N N N. I BERIS LANE V��10 7393 SF i I CSW PROJECT NO. 17001 N 00 2838 SF I Ln 1 N DRAWING DATE 07/07/2017 (PRIVATE) I VAT E) 130.94' 298.77' d5.00' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - o N00603'30"W 538.43' cl 00 5' MIN. TONAL 5' MIN. LEGEND ��5s ENS F �ti m h'_ 25' DRIVE AISLE h'_ CFO F�` 0 8 5' — — SUBDIVISION BOUNDARY 16970 d DRIVEWAY TO BE EXTENDED BY PUBLIC RIGHT-OF-WAY 4-4-1-- J BUILDER TYP. v 12" RIBBON — ROAD CENTERLINE pp �TFOF�pP�,ZQ� CURB TYP. — — — — — — — BUILDING SETBACK LINE �iNNE M GAP U) N GARAGE GARAGE LOT LINE 0 10 20 40 60 J pD p D D D D p D p p Oj LOT NUMBER J D D D p D p pD D D p D D D N a o a a a a a p a a a 8"SS> PROPOSED SEWER MAIN SCALE: 1' = 20' 0 8"yy PROPOSED WATER MAIN � a a a a o a a a a a all a a a Y FIRE HYDRANT ui N a4�a4�a4 a4 a4 a4 a4 a4 a4 a4 a4�a4�a4�a4� OB.O. 2" BLOW-OFF ASSEMBLY SEWER MANHOLE O J W PAVE DRAIN STORM SYSTEM W Z D 5.0' 8" SEWER MAIN 5.0' PROPOSED SEEPAGE BED 0 Z W 0 PROPOSED DRAINAGE SWALE ' �n W N > :2I > I0--," WATER MAIN Q ;' Q °C LLI _ V) TYPICAL DRIVE AISLE/UTILITY CORRIDOR 1 W -1 � 00 U 0 SCALE: NOT TO SCALE C1 .1 U J Q pJp 804 W. RICHMOND STREET 3: Cie Ct] CONNECT TO EXISTING m BOISE, ID 83706 w I W a El WATER MAIN NE 2 1 /2 STREET (PUBLIC) ; a w W W 8"W(EX) W W W CONNECT TO EXISTING W 8"W(EX) W W W W W W 8"W(EX) W W W W Ph: (208) 946-3874 CONNECT TO EXISTING 0 8" SANITARY SEWER WATER MAIN Lu o — — — — — SEWER LINE 'A' — 0 � SEE SHEET C2.0 BIKE cf) 8'SS> s o PARKING b z o SSMH A-4 SSMH A-3 0 23.00' o CD w � cn BIKE ao 0 z PARKING 0 Q U � � z co H� O z 11 00 � Ld O ° v ° vv ° 1 N v D v t It —o- - D ° — - - - vD - - - - - - - ° — - - - — — v - - - - - - Dv — — — — — — - - o' D o D D D I D D D ° lI) p D D ° 4 p D D D D I Lu d I ° ° I z z I I v I O v 77 I ao 5.00' w z ~ I 15 a 5.00' I w O 1 2 3 4 5 6 7 I v ° 9 10 11 12 13 14 ° 16 17 18 19 20 21 ° 25.00' Z O 1 25.00' 5.00' ° I I Q I D BUILDING G U I I BUILDING A B 61LUNITS ° z 6 UNITS 6 UNITS ° 1 0 Z zia � I I I I DESIGNED: C. GRAHAM o I 8„w I I I DRAWN: C. GRAHAM Li 8"W 8"W I I CHECKED: C. GRAHAM Ld I — — — — — — N. GLADEWATER LANE — — _o — — — — — — — i I APPROVED: C. GRAHAM z ccn n (PRIVATE) SEWER LINE 'B' N SSMH B-2 SSMH B-1 SSMH A-2 SEE SHEET C2.0 S 8"SS> S <8"SS <8"SS S PREPARED FOR: 0 I I I BILL TRUAX o' I INFLECTION DEVELOPMENT LLC � I W MAILBOX ° ° � I � I 28BOISE,OID 83D706VE >_ I I BUILDING B Z ° ° I I (208) 447 91 14 Q I I 6 UNITS J I _W ° BUILDING H 1 BUILDING E 5 UNITS MAILBOX 5 UNITS ° 5.00' U I Q ° 5.00' J W 1 22 23 24 25 26 27 W ce ° 35 36 37 38 39 ° 41 42 43 44 45 °° 00 Ii Z Y ° ° 5.00' O oLd W a I ° I II > Q j I D D p D p p p 24.50' 19.0.0' ° ° ° a °a ° 19.00, 24.50' I J p Dcn O 1 ° �i 4.00' ° a 4.00 ° ui 4.00' � 1 ° TYP. TYP. TYP. ° a w ° ° N ABANDON EXISTING 8 v I O 8 v ° ° ° a �° ° ° a Q I I = w SANITARY SEWER MAINLu w W � I Q p ° O a- ° ° v v v a v O a I W CL CD Q > � :5V 1 z� W v Z I W N v 4 1 OLLJ�W I L Q N I N N 46 47 48 49 50 ° ° 51 52 53 54 55 1 m LJJ z 34 33 32 31 30 29 — ° — — — — — — — — — — — — — - J I I BUILDING C (F_ °° BUILDING F , °° BUILDING I ° PLAYGROUND O J cn 6 UNITS ° 5 UNITS 5v 5 UNITS ° ( W SSMH A-1 ° I a o � I S I I Z w I a 000 I I O � 8 w �ss� 8'w 0 8"W 57 o COMMON DRIVE _ _ _ — _� — — — — — — — 5 — — — (PRIVATE) N I N SSMH EX-2 Q O Q Q Q Q Q Q 1 I CSW PROJECT NO. 17001 — — — — — — — -<8'SS(E)() — — — — — — — — — — — — — SS — — SS d SS ONNECT TO EXISTING SS <8"SS(EX) SS SS j C ;o; SS SS O SANITARY SEWER MANHOLE SS SS— SSMH EX-1 � c1 . 1 Li m ENSF� 16970 s +----i C)� ,qTF OF cn U J J 0 O 2610 2610 �( — ---------------- ------------------------------ -------------------- -------------------- ----------------------------------------------------- ------ W " ------------- ---------------------------- J o c6 ------------- ---------------------------- 3 o- 00 00 U I o � `n II � rn OCV O� M Z v �.�� 2605 WO � NN Ll- (3) 2605 co O = II 04 p M ^ tO N Oi Oi O) O In Y) dj -m N N _ _ ao ao ao ao 00 z �Q N 6rn00 Orn � NNNNN � _ 00� > > > cO � c� � N ------------- O � ------- Lo = Q � in in I + Im II II II II rN ON NII N N O � N ZZZZ p I I 00 � ----- N ---------- N cn NZp N � 0) F- ---------------- --- = II �Q � > > > > > � Nz p QV) LO II DD �Q Ems - = II II � Nz oo � > > cncnOf z �Q = II 2600 can v~i z z z z N > > > 2600 cn cn E ? z z ---------- w \ ------ —— — — — —- - ----- -- ------------- 804 W. RICHMOND STREET /-8" WATER MAIN BOISE, ID 83706 w 2595 8" WATER MAIN CROSSING 8" WATER MAIN CROSSING CROSSING 2595 Ph: (208) 946-3874 x --------------- ------------------------------------------------- ------ - ----(---- ------ ---------------------- --------- ---------- - --------------- w x -- ------ - ----------- ------- ------------ ------------- ----------------------------- 0 O _ ---------------- --------------------------------- ----------- � �� L-102 S=0.40% D=8 2590 L-128' S=0.40% D=8 2590 0 0 ------------------- ------------------------------- ----------------- ------ - ----------- -------------------- -------------------------------------------- - -------------- O z o w z L=38---- ---------------------------------------------------------------------------- I O S=0.40% U _ ---------------------------------------------- W D=8' z 3: cn 2585 2585 12 cn 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 :2 o O z U J O W N 0_ w SEWER LINE 'A' PRELIMINARY PROFILE a u U U o' HORIZONTAL SCALE: 1 "=40' o a o z VERTICAL SCALE: 1 "=5' o cn L w w Q Of z Ld J_ L� z O 0 UZ L w O O DESIGNED: C. GRAHAM O DRAWN: C. GRAHAM LIi cn CHECKED: C. GRAHAM D APPROVED: C. GRAHAM z O 2610 2610 ------------------------------------------------------- ------ -------------------- ------------------- --------------------------------------------------------------------------------- - PREPARED FOR: 0 O BILL TRUAX � ------------------- --- ------------------------------------------------ --- -------------------- -------------------- ---------------------------------------------------------------------------------- INFLECTION DEVELOPMENT LLC LLJ ------------------- U ---------------------------------------------------- - ---------------- --- 2832 S PO RTSID E AVE z " ---------------------------------- W z cn z " - -------------------- ------------------- ------------------------------------------------------------------------- B OISE, ID 83706 z 00 N o iv o o r) °D (208) 447-91 14 Q 2605 0 0 It 0, 10i r'? 2605 N N LO LO ------------------------------ (y O O 0) O -------------------- --------------------------------------------------------------- r)- cn�- 00 00 00 00 N N • - LO LO U) L N 0 - N cU �J ao II II I °° N II ------------ 1- --------------------U) --------------------------------- r) o6 0n Q + + 0j ----------- _00 N O O --------------------------------- =rn N Z Z Z Z p -- -------------------- ------------------- --------------------------------------------------------------- 0]r2 N =O cn 11 �' NF< m > > < m > > > > > gQ II O II -- ------------------- �u) w � fn(n Z - En cn 0_ - - - - - NH _ � 2600 _ _ 2600 ----- —� - -- - --��— `� --- �_) W _ _ V I - — — — — - - - -- - -- cn — — — - ------------------ _ _< -------- -------------------- -------------------- ----------------------------- ------- — — ----- --------- > , ^ _ V 1 Lu 8' WATER MAIN 8 WATER MAIN Q U CROSSING CROSSING J 0 2595 2595 m — — O ------------- ------------------ -------------------- ------------------- ---------------------------------------------- ----------------------- - ----- --------- O LLJ O L=145 S=0.65% 0 4=8" _ S=0.60% D-8" ------------------- ------------- L-330_ Q iJ 2590 L 2590 C) W ------------ L ------------------ --------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------------------------- --------- z w z ------------------ --------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------------------------- --------- LL. Q V) I— LL.LLJ p 00 2585 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 2585 O F2 z Lu Q cn 2 Z SEWER LINE 'B' PRELIMINARY PROFILE Lu HORIZONTAL SCALE: 1 "=40' C J J VERTICAL SCALE: 1 "=5' O W cn Y \Z W cn O u U O N CSW PROJECT NO. 17001 DRAWING DATE 07/07/2017 0 O C200